HomeMy WebLinkAbout0045 FISHER ROAD - Health 45 Fisher Road
Hyannis
`A = 309 - 046
e
TOWN OF BARNSTABLE
LOCATION OYS r'i`��C/- SEWAGE#
VILLAGE, 14_9 ASSESSOR'S MAP&PARCEL`
INSTALLER'S NAME&PHONE NO. Q&-n V
SEPTIC TANK CAPACITY ,S S0 7- 3 6'/ 7! T7
.LEACHING FACILITY:(ty e) 4A P�size) �Y %` z 0,S
E
NO.OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE: 3—
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.
�4-�3v aa.z
I3,8
33
L� 6
�L d
No. L 7 0 �� Fee I VVV VVV
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01ppli.Lation for Misposal 6pste tt Construction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or LL t No. ��' Owner's Name,Address,and Tel.No. ,. / y
Assessor'sM-t cel� p a i c1 d Se / %i�l �'z ���a � It'
Installer's Name,Address and Tel.No. � -6 y fa,7 Designer's Name,Address,and Tel.Now 12 U,t'--
1✓��h,iJ Yt 0 ..2J c �m,Z ,
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 70 gpd Design flow provided T�70 gpd
Plan Date Number of sheets Revision Date
Title 11 �7
Size of Septic Tank S�U /T�® Type of S.A.S. G- (jl �`iGrg�2gS
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) // e_LU / 1�,(l�U -
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 Hea 1. >
Signed _ Date / r
Application Approved by —^ r 2, Date ®�
Application Disapproved by l Date
-' for the following reasons
Permit No. �' 6 Date Issued `� "�
r..r. yi..,-.,C,. "' b T "�'14„a d ,., r ,:.�• .h.w ,),:7..-,.. ..rF-.- ^:'P
4t ,'4 -'!' -r,,.e�.. "
-. _..,,,• s". r ..a7. _r „ ,�.y ..i1a.,
1 y /
�� No. .�V r V r Fee / r
• Entered in computer:
3 THE COMMONWEALTH OF MASSACHUSETTS Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2ipfitation for Misposal ilph tem Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or:Lot No. 4/ - Owner's Name,Address,and Tel.No.h-el / r
ssessor s Map/Parcel D 1 ( ,7
Installer's Name,Address,and Tel.No. CA Atl rf Designer's Name,Address,and Tel.No.� A2 w ert- (/USA
91!0&,vkj V 5�-�-Aj G4. A J)rcL(! fit• ;/?e er, �vor�CS :L��L �✓cSi-p�C/e
Type of Building:
Dwelling No.of Bedrooms //i Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 370 1- gpd Design flow provided " 33 0 gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank /` s�p /a Type of S.A.S. 7
Description of Soil
6
Nature of Repairs or.Alterations(Answer when applicable) �jUe-co
Date last inspected:
4}4 Agreement:
z 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 Healt
• i Signed / Date
Application Approved by 2 ( Date
Application Disapproved by V Date
for the following reasons
r Permit No. 6 qr Date Issued I"`
----- _ _
- - - - __ . _ -------------- -------
( �. ti0- THE COMMONWEALTH OF MASSACHUSETTS
S BARNSTABLE,MASSACHUSETTS ' ._
3 Certifitate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ✓� Repaired( ) Upgraded( )
Abandoned
)by D Gt.O ri.D C� "C/ 41 Ca i�
- ' at 7 3 4 ell YA 4n,s has been constructed in accordance
with the provisions of Title 5 and the for Disposal System}Construction Permit No. dated `
Installer D/)9Lt.y#4 0 <r j 'v- Gc.0 iC��a i ,Designer �`hA. r�li ,�^,�// �,vc��t
#bedrooms �' Approved design/flow 73"G ,gpd
The issuance of this permit shall n/ot be construed as a guarantee that the systeT�fimc't`iioo• as (es�ig ed.
Date / /�7`� Inspector\
=------------------------------- ----------- ------ ---------- 1
_ --- - - -- - -
No. g O l t f D t [ 7 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction "Permit
Permission is hereby granted to Construct(✓� Repair( ) Upgrade( ) Abandon( )
System located at `.f� %� / - /d, in/ 5
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:Construction must be complejed within three years of the date of this permit.,-.-:— ( �ryt� 12—s
33 /
Date �-- I -` ( Approved by �
u
1 1
I'gwn`of Barnstakle
N "o ltegulattor� Ser�rlt es
t Mhard by,Scab,inter tm Dtjiectorl
BAHfVBfAHL¢�
�y n�A 9 e°� U 11G Ht'altl�'D!1'IS1UI1
��°-"�`° ;TbonSas�IcKeati`,A}rector
20U.ARatn`S"treEt,:1I}annts,,ti1A U2601:
t3fiic 5(18 {E2 469 Citx 504-790?63f19
T'tstaltet' :Ae�t ner Gcr'tifcattbn orn.i,
Uitte Sc ti�age Permttt# Assessor$4 ef
"
��ddTeSc
tv €ram`a.-e.�3��(� � <''�dttC,4,�S�� �`�". CC•=\:3"e�.�"��\..Cay�-''
restatccter !4�...Q2(a�I (� t;�'.. M a;?
!?' ,° t 6£.a4n� ra n.«Ftis'tsstiec a petntf to ttistall a
r,
�Itvk<<r? bi w' d on a a�.ign-dritwn b
F (addrss)�
inec.ny f�Jc4�Lu f .0 dated%
tdcStt;z�rs}
i certzfi thaY'tic septic:s}steiit;,td4enecd,au6ve was tnskat:leci substantially accoi lin °to
the de.:st n, w-fiieta may=utctudeFuunor=approved,ch+ngessuc ateTal'ire}ocation'ofth.�'=
drsiHbtFt h� Pox�rud;cir septic ttinJ<- 'titp out.,(1.1 rtyutrcd� eras ;inspccte( and dw soil
tactcf;ound•slttsfac[ot�F,, '
1 certify €bar rile acptie 'ysttRili telcrenced aT;ovc tvas ia?&tallcd rvtth major chaugcs,(_i:e,
greater than 7;9 l tt rttf'iclot anon of the'SAS of any vErt eai relocd6q. ,of Tiny oorr#ponent;
o tht`SepYic system to accordance with Stan T eacal 12egulations, i?iuittvrs on or
terticd`as Gultb�destgnet:to=follow 'StrtpFotYt'.(rftcyutVd)."ivas!jpspeeted iid'che.soils
ti�etr found s rrisfa,.tnry:; .
1 certi'l=if tt ihd'!systei'st t etci ei ccd,ahia,�c 4vafi.cernctrnr t ncc �c tth the;':fet this
of theF:[A appi=ov< t' tME
yja�rsale).
- `(Ittstalle�.St iaature - �5:
(ge gher.,s Sri# uurcl> ;,(-A,lfia Dent nee .,antp(lets)
d
PL:EASC t2EWT(112,\ T'o b"k k NSTr1:TIt.'E PIJCg•,Wz 1I':AU H I)TV ltilO.N. C1 MT,IF;FCATE
Ori::rCO.1IPI.LAt�vGE' V4�I1;T::',!!((7'1"-:t31: ISSUEll :L7��?;C'tL'°:YI307 FI�,.T.EI'S 'FE:)R:VI:.A:YD �S"`
l3tJ LTG 12D 12E FtECGI ',ED't3k:�.HL"Bf�121�ISf r�Bi,E PI?BLIt<°lti f1LTIVDIVIS.ION .
TFIANh O'U.
Q Sciacitkcsi„etc C iti&enzarc l'U�nr;tter$ t4=t3tive
Town of Barnstable Po 4560 7
oF� -
�y'' Department of Regulatory Services
Public Health Division Date .7, Z3
NAM
�A 1639 .gym 200 Main Street,Hyannis MA 02601
Date Scheduled 3 /. Trrtie Fee Pd, UQ C1�
c:a "
�Soil Suitability Assessment for ,Sewage Disposal
Performed;By: s'�— �Z
Witnessed By:.- 1
LOCATION& GENERAL.INFORMATION
Location.Address A 1 - Owner's Name, T0S�' r "� A pT �S^v�Rl 4-5 r,�herYtc�
�vt,S Address.
3a-q/ 6 ��s
Assessor's MapfParcei: y s
Q Engineer`s Name r j -0 p t s'►s (/may ryyt,
NEW CONSTRUCTION REPAIR _91 Telephone.#
Land Use " Slopes(90) Surface Stones
N�r�
Distances'from: Open Water Body: Nr ft Possible Wet Area � ' fE, Drinking Water Well
Drainage Way NG ft -Property Line— 'fe Outer
SKETCH:(Strect name,dimensions of lot,exact locations of est holes&perc tests,Iodate wetlands in proximity to holes).
Lh°�t
01✓ r ®_tat � ,
LL
_ G
2 �
T 5 K a =leg (Z-0�D
Parent inaterial,(geologic) 6 v}uS N S �' Depth to Bedrock
Depth to Groundwater. Standing Water in kIole: IVA/> Waeping:from Pit Face. IUCILA
Estima[edSeasonal High Groundwater,
_;>_
DETERIWNATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing'.in obs.hole; -_ _ ln, Depth to Soil mottles;
Depth to weeping from side of:obs:'hole: in: Groundwater AdJttstment ft
Index Well# Reading Date: Index Well level�:4: ;. Adi,&star,R ,� ,� Adj,aroulidwnterIevel,
PEKOLATION TESL' DateThrie.�.
Observation
Hole (_
e Time at 9" ..
Depth of Pere 3 GJLI«G�'&j Time at 6"
Start Pre-soak Time @ L t �K� �+. Three(V-6„)
End Pre-soak
Rate-Min./Inch.
Site Suitability Assessment: Site•Passed Site Failed,:- Additional Testing Needed WN)•
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
**If percolation testis to.be conducted within 10W.of wetland,you must first notify the
Barnstable.Conservation.Division at least one(1)week prior to beginning.
Q:\SEFTIC\FERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole
Depth from Soil Horizon Soil,'Texture: Soil Color Soil Other
Surface;(in.) (USDA) (Mansell) Mottling, •(Structure,-Stones;Boulders..
o i ten . ravel
4,d
2,
DEEP OBSERVATION HOLE LOG Hole# 2
Depth from Soil-Horizon Soil Texture r Soil Color!- Soil Other
Surface 60 (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency % ;rave
o- A 5,uat id Yiz`�lz
Cv— j'J l,ere�.,h Sct id YfL 3�
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency. Gravel)
DEEP OBSERVATION HOLE LOG., Hole.#'
Depth from Soil Horizon Soil Texture Soil 610r Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
Consi en
Flood Insurance Rate.Man:
Above.500 yearflood boundary No_ Yes
-Within 500 year boundary No X> Yes
Within IGO year flood boundary No S,. Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious mattral exist in all areas observed throughout the
area proposed for the soil absorption system2 ° s
If not,what,is the depth of naturally occurring:pervious material? ._.
Certification .
I certify that on. I (date)I have passed the soii evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me;cor►sistent with
the required training,expertise and experience described in.310 CMR 15.017..
Signature
Date Z 27 17.
Q.\S•EPT CTERC OR1v MOP
THE Town of,Barnstable Barn
T
Regulatory Services Department A&AmedcaC j
IAkNSfABLF-
MAS
. Public Health Division
v�s63q. `�� m
200 Main Street, Hyannis MA 02601 2007
Office: 508-862-4644 Richard V.Scali,Director
FAX: 508-790-6304 Thomas A.McKean,CHO
CERTIFIED MAIL#7015 1730 0001 4990 4018
October 19, 2017—SECOND NOTICE
MELENDEZ, JOSE
45 FISHER ROAD
HYANNIS, MA 02601
ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5
The septic system located at 45 Fisher Road, Hyannis MA was inspected on 5/19/2015
by David B. Mason, a certified Title V Septic Inspector for the State of Massachusetts.
The inspection of the septic system showed that the system"Fails" under the guidelines
of 1995 TITLE V (310 CMR 15.00) due to the following:
• A single cesspool is an automatic failure in the Town of Barnstable.
You were originally ordered to repair or replace the septic system before June 30, 2017.
However, this system was not repaired or replaced as ordered.
You are ordered to repair or replace the system within 6 months.
Failure to repair/replace the septic system within six month period will result in
scheduling this issue before the Board of Health at a public meeting.
RDER OF THE BOA OF HEALTH
s cKean, R.S., CHO
Agent of the Board of Health
Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\45 Fisher Road Hyannis SECOND
NOTICE.doc
ti
(3 a c,
� a
t .
THE Town of Barnstable -,,Barnstable
io .
Regulatory Services Department AMWnft
RST"M 1 I
Public Health Division
200 Main Street, Hyannis MA 02601 2007
Office: 508-862-4644, Richard V.Scali,Director
FAX: 508-790-6304 Thomas A.McKean,CHO
CERTIFIED MAIL# 70141200000103583988
June15, 2015
Mr. Edward T. Maguire
26 County Street
Foxboro, MA 02035
ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5
The septic system located at 45 Fisher Road,Hyannis MA was inspected on 5/19/2015
by David B. Mason, a certified Title V Septic Inspector for the.State of Massachusetts.
The inspection of the septic system showed that the system "failed" under the guidelines
of 1995 TITLE V (310 CMR 15.00) due to the following:
• A single cesspool is an automatic failure in the Town of Barnstable.
You are ordered to repair or replace-the septic system within Two (2) Years from the
date of this notification.
Failure to repair/replace the septic system within the deadline period will result in future
enforcement action.
PER ORDER OF THE BOARD OF HEALTH
G
omas McKean, R.S., CHO
Agent of the Board of Health
•
Q:\SEPTIC\Letters Septic Inspection Failures or future Evl\45 Fisher Road Hy Jun 2015.doc
�t1HEE
Town of Barnstable
• HARNWAH(E,
.
059 Regulatory Services Department .
9� s639 `��
Arfp MA't�
Public Health Division
200 Main Street, Hyannis MA 02601
Office: 508-8624644 Richard Scali,Director
FAX: 508-790-6304 Thomas A.McKean,CHO
Feb 6, 2007
Rev. 4/28/15
DEADLINES TO REPAIR FAILED SYSTEMS
(Town Code §360-44 and Title V: 310 CMR 15.000)
An"x"marked in the ❑ is the failure criteria and associated repair deadline
60 DAY DEADLINE CRITERIA ,
❑ Discharge or ponding of effluent to the surface of the ground
❑ Pumping more than.4 times during the last year not due to clogged or obstructed
pipe.
❑ Backup of sewage into the house due to an overloaded or clogged SAS or cesspool
ONE (1) YEAR DEADLINE CRITERIA
❑ Static liquid level in the distribution box above outlet invert due to an overloaded or
clogged SAS or cesspool
❑ Any portion of the SAS, cesspool, or privy below high groundwater elevation
❑ Any portion of the cesspool within a Zone 1 to a public well
❑ Any portion of a cesspool within 50 feet of a private water "supply well with no
acceptable water quality analysis. (This system passes if the water analysis
indicates the well is free from pollution).
TWO 2 YEAR DEADLINE CRITERIA
Single Cesspool
❑ Any"conditionally passed systems" (broken cover, relocation of a pipe, relocation
of a driveway due to H-10 components, etc)
❑ Leaching pit or cesspool with high liquid level, <1.2"below pit(per Town Code "
§360-9.1)
OTHER
Repair deadline:
Q:\SEPTIC\DEADLINES TO REPAIR FAILED SYSTEMS.doc
f _
6✓8/2015 Parcel Detail
i n!FIV7,1—
SAWNSTABLE a �,$'.. r ,�,,. 'M
rE h'
Logged In As: Parcel Detail Monday, 'une 9 2015
Parcel Leokuo
Parcel Info
Parcel ID 309-046 Developer Lot LOTS 45&46 _ - -
Location 45 FISHER ROAD ' Pri Frontage
Sec Road BUMPUS ROAD sec Frontage 95 .
village HYANNIS Fire District HYANNIS
Town sewer exists at this address NO I Road Index 0544
Interactive Map
Owner Info
co-
owner MAGUIRE, EDWARD T Owner
Streeti 26 COUNTY ST - Streetz
city FOXBORO ' State MA zip 02035 ,Country
Land Info
Acres 0.22 l use Single Fam MDL-01 zoning `RB Nghbd 0104
Topography Level Road .Paved
utilities Public Water,Gas,Septic Location I
Construction Info
Building 1 of 1
Year 1961 Roof Gable/Hip �� wall Ext -A.sbest Shingle
Built Struct
Living 1072 Roof Asph/F GIs/Cmp AC None
Area Cover Type
le
Style Ranch wall Drywall Rooms 2 Bedrooms
Bath
Model Residential I"t*Carpet _ J Rooms 2 Full-0 Half ^�
Floor
Grade Average Minus—] Type,Hot Water Rooms 5 Rooms
'� i ound-
Stories ,1 Story Neat F
w Fuel Oil �I utn, Poured Conc.
Gross '2044g
Area
Permit History
Issue Date Purpose Permit# Amount Insp Date Comments
Visit History
Date Who Purpose
http:/fissq l2/i ntraneVpropdata/Parcel Detai l.aspx?ID=25205 1/3
Commonwealth of Massachusetts
Title 5 Official Inspection Form '
Subsurface Sewage Disposal System Form Not for Voluntary Assessments /
45 Fisher Road
Property Address
Maguire, Edward T&Catherine M
Owner Owner's Name
information is
required for every Hyannis MA 02601 May 19, 2015
page. City/Town State Zip Code Date of Inspection
Inspection results must be submitted on this form. Inspection forms may not be altered in any
way. Please see completeness checklist at the end of the form.
Important:When filling out forms A. General Information
on the computer,
use only the tab 1. Inspector:
key to move your
cursor-do not David B. Mason
use the return Name of Inspector
key.
David Mason
r� Company
Name
4 Glacier Path
Company Address
East Sandwich MA 02537
City/Town State Zip Code
508-367-1617 S1287
Telephone Number License Number
B. Certification
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 experience in the proper function and maintenance of on site
sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of
Title 5(310 CMR 15.000). The system:
❑ Passes ❑ Conditionally Passes ® Fails
❑ Needs Further Evaluation by the Local Approving Authority
- May 19, 2015
Inspector's Signature Date
The system inspector shall submit a copy of this inspection report to the Approving Authority (Board
of Health or DEP)within 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 DEP. The original should be sent.to the system owner
and copies sent to the buyer, if applicable, and the approving authority.
****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.
V
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17
I
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
_ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
45 Fisher Road
Property Address
Maquire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every y Y
page. Citylrown State Zip Code Date of Inspection
B. Certification (cont.)
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:
The observations noted in this report represent the condition of the system only on this date of
inspection and the information contained herein does not guarantee the continued operation of the
system or that varying conditions will be observed as noted in the report.
B) System Conditionally Passes:
❑ 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.
Check the box for"yes", "no"or"not determined" (Y, N, ND) for the following statements. If"not
determined," please explain.
The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally
unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass
inspection if the existing tank is replaced with a complying septic tank as approved by the Board of
` Health.
*A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of
Compliance indicating that the tank is less than 20 years old is available.
❑ Y ❑ N ❑ ND (Explain below):
I
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
°wM 45 Fisher Road
Property Address
Maguire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every y Y
page. City/Town State Zip Code Date of Inspection
B. Certification (cont.)
❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if
pumps/alarms are repaired.
B) System Conditionally Passes (cont.):
❑ 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 ❑ Y ❑ N ❑ ND (Explain below):
❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below):
❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below):
❑ 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 ❑ Y ❑ N ❑ ND (Explain below):
❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below):
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 public health, safety or the environment.
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 a salt marsh
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17
r
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
45 Fisher Road
Property Address
Maguire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every y Y
page. City/Town State Zip Code Date of Inspection
B. Certification (cont.)
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 tank and SAS and the SAS is within a Zone 1 of a public water
supply.
❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water
supply well.
❑ The 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 fecal
coliform bacteria indicates absent 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:
D) System Failure Criteria Applicable to All Systems:
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
❑ ® 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
® ❑ Liquid depth in cesspool is less than 6" below invert or available volume is less
than %day flow
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17
I
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
�M 45 Fisher Road
Property Address
Maquire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every Y _ Y
page. Cityrrown State Zip Code Date of Inspection
B. Certification (cont.)
Yes No
❑ ® Required pumping more than 4 times in the last year NOT due to clogged or
obstructed pipe(s). Number of times pumped:
❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation.
❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or
tributary to a surface water supply.
❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well.
❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well.
❑ ® 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 fecal coliform bacteria indicates absent 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
and chain of custody must be attached to this form.]
❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd-
10,000gpd.
® ❑ The system fails. I have determined that one or more of the above failure
criteria exist as described in 310 CMR 15.303, therefore the system fails. The
system owner should contact the Board of Health to determine what will be
necessary to correct the failure.
E) Large Systems: To be considered a large system the system must serve a facility with a
design flow of 10,000 gpd to 15,000 gpd.
For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the
questions in Section D.
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 nitrogen sensitive area (Interim Wellhead Protection
Area— IWPA) or a mapped Zone II 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 has failed. The owner or operator of any large
system considered a significant threat under Section E or failed under Section D shall upgrade the
system in accordance with 310 CMR 15.304. The system owner should contact the appropriate
regional office of the Department.
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17
f
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
45 Fisher Road
Property Address
Maguire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every y Y
page. Cityfrown State Zip Code Date of Inspection
C. Checklist
Check if the following have been done. You must indicate"yes" or"no" as to each of the following:
Yes No
® ❑ Pumping information was provided by the owner, 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?
® ❑ Was the site inspected for signs of break out?
® ❑ Were all system components, excluding the SAS, located on site?
® ❑ 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?
® ❑ Was the facility owner(and occupants if different from owner) provided with
information on the proper maintenance of subsurface sewage disposal systems?
The size and location of the Soil Absorption System (SAS) on the site has
been determined based on:
® ❑ Existing information. For example, a plan at the Board of Health.
® ❑ Determined 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(5)]
D. System Information
Residential Flow Conditions:
Number'of bedrooms (design): 3 Number of bedrooms (actual): 3
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330
t5ins.3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Fora
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
45 Fisher Road
Property Address
Maguire, Edward T& Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19 2015
required for every Y Y ,
page. City/Town State Zip Code Date of Inspection
D. System Information
Description:
Number of current residents: 0
Does residence have a garbage grinder? ❑ Yes ® No
Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No
information in this report.)
Laundry system inspected? ❑ Yes ® No
Seasonal use? ❑ Yes ® No
Water meter readings, if available last 2 ears usage d Yes
9 ( Y 9 (gp ))�
Detail:
2013; 72,000 gallons and 2014; 39,000 gallons.
Sump pump? ❑ Yes ® No
Last date of occupancy: UnknownDate
Commercial/Industrial Flow Conditions:
Type of Establishment:
Design flow(based on 310 CMR 15.203):
Gallons per day(gpd)
Basis of design flow(seats/persons/sq.ft., etc.):
Grease trap present? ❑ Yes ❑ No
Industrial waste holding tank present? ❑ Yes ❑ No
Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No
Water meter readings, if available:
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
M 45 Fisher Road
Property Address
Maquire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every Y Y
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Last date of occupancy/use: Date
Other(describe below):
General Information
Pumping Records:
Source of information: Board of Health
Was system pumped as part of the inspection? ❑ Yes ® No
If yes, volume pumped: gallons
How was quantity pumped determined?
Reason for pumping:
Type of System:
❑ 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 owner) and a copy of latest
inspection of the I/A system by system operator under contract
❑ Tight tank. Attach a copy of the DEP approval.
❑ Other(describe):
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17
f
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M 45 Fisher Road
Property Address
Maguire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every � Y
page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Approximate age of all components, date installed (if known) and source of information:
Unknown
Were sewage odors detected when arriving at the site? ❑ Yes ® No
Building Sewer(locate on site plan):
Depth below grade: 3
feet
Material of construction:
❑ cast iron ®40 PVC ❑ other(explain):
Distance from private water supply well or suction line: 10+
feet
Comments(on condition of joints, venting, evidence of leakage, etc.):
Septic Tank(locate on site plan):
Depth below grade: feet
Material of construction:
❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain)
If tank is metal, list age: years
Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No
Dimensions:
Sludge depth:
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17
.� Commonwealth of Massachusetts
u W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
° 45 Fisher Road
M
Property Address
Maguire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every y Y
page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Septic Tank(cont.)
Distance from top of sludge to bottom of outlet tee or baffle
Scum thickness
Distance from top of scum to top of outlet tee or baffle
Distance from bottom of scum to bottom of outlet tee or baffle
How were dimensions determined?
Comments (on pumping recommendations, inlet and outlet tee or baffle.condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Grease Trap (locate on site plan):
Depth below grade: feet
Material of construction:
❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain):
Dimensions:
Scum thickness
Distance from top of scum to top of outlet tee or baffle
Distance from bottom of scum to bottom of outlet tee or baffle
Date of last pumping: Date
t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17
f -
,� Commonwealth of Massachusetts
w Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
,M 45 Fisher Road
Property Address
Maquire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every y Y
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Tight or Holding Tank(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 per day
Alarm present: ❑ Yes ❑ No
Alarm level: Alarm in working order: ❑ Yes ❑ No
Date of last pumping: Date
Comments (condition of alarm and float switches, etc.):
*Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17
f
Commonwealth of Massachusetts
Title 5 official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
°M 45 Fisher Road
Property Address
Maguire, Edward T& Catherine M
Owner Owner's Name
information is
required for every Hyannis MA 02601 May 19, 2015
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Distribution Box (if present must be opened) (locate on site plan):
Depth of liquid level above outlet invert
Comments(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(locate on site plan):
Pumps in working order: ❑ Yes ❑ No*
Alarms in working order: ❑ Yes ❑ No*
Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.):
* If pumps or alarms are not in working order, system is a conditional pass.
Soil Absorption System (SAS) (locate on site plan, excavation not required):
If SAS not located, explain why:
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
,M 45 Fisher Road
Property Address
Maquire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every y _ y
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Type:
❑ leaching pits number:
❑ leaching chambers number:
❑ leaching galleries number:
❑ leaching trenches number, length:
❑ leaching fields number, dimensions:
Unknown
❑ 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.):
Existing block cesspool with three (3) inlets. No observable outlets. No owner records of sytem.
Leaching at inlet pipes.
Cesspools (cesspool must be pumped as part of inspection) (locate on site plan):
Number and configuration Appears to be Single
Depth—top of liquid to inlet invert
0"
Depth of solids layer
6"
Depth of scum layer 811
Dimensions of cesspool Appears 6'x6'
Materials of construction Block
Indication of groundwater inflow ❑ Yes ® No
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17
Commonwealth of Massachusetts
= W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
45 Fisher Road
Property Address
Maquire, Edward T& Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every y Y
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
No indication of overflow. There is three inlets with no observable outlets. Effluent is at inlet invert.
Privy (locate on site plan):
Materials of construction:
Dimensions
Depth of solids
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17
Commonwealth of Massachusetts
_ W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
45 Fisher Road
Property Address
Maguire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every Y Y
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to
at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate
where public water supply enters the building. Check one of the boxes below:
❑ hand-sketch in the area below
® drawing attached separately
l5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17
Commonwealth of Massachusetts
N W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
45 Fisher Road
M
Property Address
Maguire, Edward T&Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May 19, 2015
required for every Y Y
page. Cityfrown State Zip Code Date of Inspection
D. System Information (cont.)
Site Exam:
® Check Slope
® Surface water
® Check cellar
❑ Shallow wells
18'
Estimated depth to high ground water: feet
Please indicate all methods used to determine the high ground water elevation:
❑ Obtained from system design plans on record
If checked, date of design plan reviewed: Date
® Observed site(abutting property/observation hole within 150 feet of SAS)
® Checked with local Board of Health -explain:
Groundwater Contour Map
❑ Checked with local excavators, installers-(attach documentation)
❑ Accessed USGS database-explain:
You must describe how you established the high ground water elevation:
Groundwater Contour Map
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17
Commonwealth of Massachusetts
<, Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
45 Fisher Road
Property Address
Maquire, Edward T &Catherine M
Owner Owner's Name
information is Hyannis MA 02601 May required for every Y y 19, 2015
page. Cityrrown State Zip Code Date of Inspection
E. Report Completeness Checklist
® Inspection Summary: A, B, C, D, or E checked
® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed
® System Information— Estimated depth to high groundwater
® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file
t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17
LEGEND Ro
$UMPus
EXISTING CONTOUR N
x 100.98 EXISTING SPOT GRADE
CHESTNUT ST
w EXISTING WATER SERVICE $
G EXISTING GAS SERVICE LOCUS CHERRY ST
0
t --gH,-W— OVERHEAD WIRES r^. MURPHY RD
EXISTTNG CESSPOOL TEST PIT
TO BE PUMPED, FILLED
W/SAND & ABANDONED � BENCHMARK
s 60.14:50" w LOCUS MAP
e NOT TO SCALE
ry 100.00''}
��� 100.40 100.85�a9�
Q o,-�o . ao 100.37
+' 8 10 .93
PROPOSED 100,96 BENCHMARK GENERAL NOTES:
1 SEPTIC TANK PIK
GARAGE 100,33`.X " ''F.•, 78 MAGNETIC NAIL SET
00 O �. - is (n : EL.==87 1.
ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
10 K) BOARD OF HEALTH AND THE DESIGN ENGINEER.
'�. 100,26 o O 1 2 ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
N o �'' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
00,1 TP_1 r . '` "...•� LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
IPROPOSED SEWER-2 CONNECTION WALK 0 '.; 60 a -310 CMR 15.405(1)(b):
INV.=99.42t(VERIFY) 100,51 - m 100,23 12) A 10' variance, S.A.S. to cellar wall, for a 10' setback.
SEWER SEWER- x 101-1, ;:. PROPOSED S.A.S. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
L'J 100,4 2-500 GALLON CHAMBERS TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
o -
/EXISTING I--10'--I + " o DESIGN ENGINEER.
r O • 100,54 J 4. THERE ARE NO WELLS LOCATED WITHIN 150' OF THE PROPOSED S.A.S.
o N,:.'`'j• HOUSE(#45)
100,94 Q q
LO x �, 5. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
o � `': T.O.F.=i'01.53f c s' FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
3. W
ENGINEER BEFORE CONSTRUCTION CONTINUES.
O 6. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM.
V
x 100 54 0,. 7. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
10�33 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
IPROPOSED SEWER-1 CONNECTION HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
INV.=99.65t VERIFY 100,65 8. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
AREASW` SHALL BE RESED
'L MP• '` LOTS 45 & 46 I' 9 TOLA CO DITTIONUAGREEDBEDUION UPON RING CBETWEEN TOWNER AND CONTRAOR.
9914t S.F. _ 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
_ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
C—— 99.56 �I CONSTRUCTION.
x 99.60 99.99 ^` .4�1 Of
{
' SIGN 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
CB SIN
80.00 � AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
N O'14'50" E .15 12. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED BURIED
�
PK SET \ y SEPTIC SYSTEM COMPONENTS THAT MAY EXIST ON THE PROPERTY.
——- —— _ 13. SUBJECT SITE DOES NOT LIE WITHIN A WATER RESOURCE PROTECTION
DISTRICT.
/
98,67 98.76 EDGE OF PAVEMENT/BERM \
t
P�11* OF h4xx PARCEL ID: 309-046
PETER T. ti� FISHER ROAD PROPOSED SEPTIC SYSTEM UPGRADE PLAN
McENTEE
CIVIL N 45 FISHER ROAD, HYANNIS, MA
NO. 35109
�E6IS�ER�� � Prepared for: DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02635
OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
E MELENDEZ, JOSE & SOLA,
/ AUGUSTINA Engineering Works, Inc. 1"=20' P.T.M. 125-18
45 FISHER ROAD 12 West Crossfield Road, Forestdale, MA 02644 DATE
_ (�1 , CHECKED SHEET N0.
HYANNIS MA 02601 (508) 477-5313 2/27/18 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH, GRADE SHALL NOT BE < EL:98.1
FOR A DISTANCE OF 15' AROUND THE
SEPTIC TANK PERIMETER OF THE S.A.S. 66
PROPOSED D-BOX •6'
INSTALL RISERS & COVERS OVER INLET &
INSTALL RISER & COVER PROPOSED S.A.S.
OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND _
T.O.F=101.53t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT GARAGE
F.G. EL=100.5t F.G. EL.=100.9E F.G. EL.=100.8E F.G. EL.=100.St I Q" '
MAINTAIN 2% SLOPE � OVER S.A.S. � O �
L 1 = 20' N ~jam' b) t
L2 = 32' L = 12' ' ( ACV
® S=1% (MIN.) ® S=1% (MIN.) p S=1%2(MIN.) ¢ a0 I
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" I I
DOUBLE WASHED STONE
10" ' 6 aBBSaea (OR APPROVED FILTER FABRIC) SEWER-2 SEWER-1 77 2 O,6'
INV.=98.75 48" LIQUID 14" aaeBaBB ---3/4" TO 1-1/2" DOUBLE '
LEVEL WASHED STONE /EX/STING I--1 Q
ADD�c PROPOSED 2.6' 4.8' 2.6' HOUSE 45
INV.=98.17 INV.=98.00 ��
EFFECTIVE WIDTH = 10' T.O.F.=101.53.E
LE INV.=98.50 3 OUTLETS INV.=97.60
0 -
PROPOSED SEPTIC TANK H-1 2 500 GALLON LEACHING CHAMBERS WITH 2.6 OF STONE-SIDES,
CONNECT TO SEWER AT HOUSE 4 OF STONE-ENDS AND 4 OF STONE BETWEEN INSTALL PIPE
H-10 RATED BETWEEN CHAMBERS
SEWER-1, INV.=99.65t
SEWER-2, INV.=99.42E TOP CONC. ELEV.= 98.4t
BREAKOUT ELEV.= 98.10
NOTES: INV. ELEV.= 97.60 aaa® a aBa SEPTIC LAYOUT
B®0BB a66aa Ba
Baas fF eases Baca
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & BOTTOM ELEV.= 95.60
INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. 4' ENDS 8.5' 4'
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' OF NATURALLY OCCURRING
TRUE TO GRADE ON A MECHANICALLY COMPACTED PERVIOUS MATERIAL AND 5' EFFECTIVE LENGTH = 29.0'
SIX INCH CRUSHED STONE BASE, AS SPECIFIED ABOVE GROUNDWATER
IN 310 CMR 15.221(2). LEACHING 'SYSTEM SECTION NE3
=E3E:0
3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO GROUNDWATER, EL.=90.6 - 3/4" TO 1-1/2" DOUBLE H- ®®® 37"
4) AN APPROVED GAS BAFFLE SHALL BE INSTALLED WASHED STONE WON THE OUTLET TEE. N Z
3" LAYER OF 1/8" TO 1/2"
SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE -
(OR APPROVED FILTER FABRIC)
102"
SOIL LOG
4" KNOCKOUT
DESIGN CRITERIA SOIL EVALUATOR: Mc NTEE pE5,607) 20" DIA. COVER
WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT
NUMBER OF BEDROOMS: 2 BEDROOMS ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 4" KNOCKOUT 4" KNOCKOUT 58"
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) 100.6 A 0" 100.7 A 0" 0
DESIGN PERCOLATION RATE: <2 MIN/IN LOAMY SAND LOAMY SAND
DAILY FLOW: 220 GPD 100.1 B10YR 4/2 6" 100.2 B10YR 4/2 6 4" KNOCKOUT
..
DESIGN FLOW: 330 GPD LOAMY SAND LOAMY SAND
GARBAGE GRINDER: NO-not allowed with design 10YR 5/8 10YR 5/8 500 GALLON CAPACITY, H-10 LOADING
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 97.6 C 36" 97.5 C rd PERC CHAMBERS
.74 GPD/SF 30"/48"
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY (H-10) I N.T.S.
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED
MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES WITH 2.6 2.5Y 6/4 2.5Y 6/4 STONE ON r
SIDES. 4' STONE ON ENDS AND 4' OF STONE BETWEEN (10' x 29.0') 45 FISHER ROAD, HYANNIS, MA
SIDEWALL AREA: 2(10.0' + 29.0') x 2 = 156.0 SF �; Prepared for: DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02635
BOTTOM AREA: 10.0' x 29.0' = 290.0 SF
Engineering by: SCALE DRAWN JOB. N0.
TOTAL AREA:........................................................... 446.0 SF 90.6 120" 90.7 120' Engineering Works, Inc. N.T.S. P.T.M. 125-18
PERC RATE 2 MIN/IN. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(446.0 SF) = 330.0 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 2/27/18 P.T.M. 2 Of 2