HomeMy WebLinkAbout0106 ARROWHEAD DRIVE - Health -, 106 A`r'rowhead Drive
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TOWN OF BARNSTABLE
1 LOCATION /.06. AVY"OG &4 61 ;9p :v_e SEWAGE# d001- '/ODG
VILLAGE /��,Q h S ASSESSOR'S MAP&PARCEL a 7/•-//y
INSTALLER'S NAME&PHONE NO.
SEPTIC—TANK CAPACITY
L•EACHING FACILITY-(type) a- 5-00 c44rnierS (size)!/o?.83XasXa
NO.OF BEDROOMS 3 " �--'-• --��
OWNER I& hL e .
PERMIT DATE: /a -A/-0�1 . COMPLIANCE DATE:
Separation Distance;Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching,Facility(If any wells exist on ;
site or within 200 feet of leaching facility) .. Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
K FURNISHED BY
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Crocker, Sharon
From: Crocker, Sharon
Sent: Wednesday, May 09, 2018 3:16 PM
To: Parziale,Jim .
Subject: 106 Arrowhead Dr, Hyannis
Jim,
Attaached -A subpoena came in for you today for next Thursday, May 17, 2018 11 am Probate& Family
Court Dept.
This subpoena requests your appearance, not just the records from 2018-current.
I have attached the office's paperwork for this property, unless you have something else on your desk.
Sharon
y
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(�vmmvnu><�ttl ' ofttsottruoetttt
THE TRIAL COURT
PROBATE AND FA• ILY COURT DEPART ENT
BARNSTABLE DIVISION DOdKET #BA14D0374DR
I
Glenroy Sharpe,
PLAINTIFF TRIAL SUBPOENA
V.
Maryann Grant-Sharpe, i
DEFENDANT
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To: Jim Parziale
Health Office
200 Main Street
f 1
Hyannis, MA 02601
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GREETING.
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YOUARE HEREBY COMMANDED, in he name of the Commonwealth of Massachusetts and
pursuant to Mass. R. Dom. Rel P. 45 to appear before the Probate and family Court Department
holden at Barnstable, within and for the County of Barnstable, on Thihrsday, May 17, 2018, at
11:00 o'clock in the forenoon, and from flay to day thereafter, until the action as aforesaid is
heard by said Court, to give evidence of w� at you know relating to said action then and there to
be'heard and tried.
You are further requested to bring with youlthe documents requested in the attached Exhibit "A."
i HEREOF FAIL NOT, as you will answerjsyour default under the pains) and penalties in the law
in that behalf made and provided.
Dated this 9th day of May, A.D. 2018.
I �
4
Alloy ep for Plninti)y' I'
/70 Winter Street Ng y Public ✓✓ ('
Address
*� KAF`E-N' A. MATRANC
i My Commission
Hyannis MA 02601 I Notary Public
COMMONWEALTH OF MASSACHUSE
Expires: MY Commission Expires
Ciro or Town Slate 27, 2023
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>dXHIBIT "A"
II
DOCUMENT TS TO BE PRODUCED
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1) Copies of any and all records concerning 106 Arrowhead Drive, Hyannis, Massachusetts from
January 1, 2018 to the present.
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2) Copies of any and all documentation regarlding communications between the Board of Health
and Maryann Grant Sharpe regarding 106 Arrowhead Drive, Hyannis, Massachusetts.
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Citizen Web Request Page 1 of 1
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'e 1 • at ASS �r:
:y: Citizen Request Management
f0 ......
Request ID: 59266 Created: 1/8/2018 3:19:43 PM
` Parziale, Jim
Status: Closed Assigned To: Health Office
€tea -
Y Chapter 170 : Housing
Anonymous: Yes Category:
g ry' Overcrowding
E.C. Date: 1/22/2018
5�
�:Iy
; y Created By: Beck,Vanessa Citations:
j-Y Health Office
,v Time Worked: . 2.00 Response Time: 8.00
Request Location:
106 ARROWHEAD DRIVE
Hyannis, Ma 02601
Parcel Number: Map: 271 Block: 119 Lot: 000
Request:
Complainant states that there are people renting rooms at the house. Overcrowding is a big
issue at the property. People are living in the basement and attic. Children are sleeping in the beds
with parents.
Request Work History:
Entered on 1/29/2018 3:59:40 PM
spoke with owner who is adamate that this is harassment. other agencies have been called in
and found nothing. owner said he would call when he gets next weeks schedule to let me know
what day i can stop by to investigate complaint.
Entered on 2/8/2018 9:18:33 AM
met with owner and inspected home. no sign of overcrowding or anyone living in basement.
http://issgl2/lntemalWRS/WRequestPrintPub.aspx?ID=59266 5/9/2018
No. Fee
rTHE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftPlitatlott for 30ispoBal 6pBtrm Construction Vernttt
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.j® Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
V.-C. AS iA7 cow f Xr&CC1'16— y n key
o 131, 141146V61141 1v 4
Type of Building: (3VIV YaX y5'Ss roars%J, /l/ aa.py9
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures G
Design Flow(min.required) 3 312 gpd Design flow provided yO gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) `ea e ,g/�,,i
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been iss s B lth.
Si a Date /,2-fo-0 9
Application Approve by Date v{
Application Disapproved by Date _
for the following reasons
Permit No. V Date Issued Q
------------------ —
,�, ,•.-�-.-..�...-•w---• .�_--.--.na»�+rv+w'�nMv..+wF.+r�+.nip,;�;:wy.Y.C.:7ev+......^a+.�rw:.�Mn'+•:•^..^'^"� `^"r-.;,i....-.•.. vv-,-....-,c;.•rTM„4,;ec:,,:.:..rs.,.w•---w—."- ,,`4
- ' No. r �s. Fee Alp
Entered in com�uter: '
T COMMONWEALTH OF MASSACHUSETTS . Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,.MASSACHUSETTS
Qppfication for Misposat Opstern Construction j)ermit
Application for a Permit to Construct(' ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No./'a,/ �r .✓t. O n is Name,Address,and Tel.No.
s 4 *✓/-,e 12Li/e
Assessor's Map/Parcel
Installer-'s Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
u(in Ire,-e Ge 0/3',, dKP C., -jam! ~
� Po 0 339 � 'fi�pf/Ll,•//S yl�cecv� n � �� ��/ .
Type of Building: �5ots)yas �s5s'
Dwelling No.of Bedrooms 3 Lot Size sq.R. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 30 gpd Design flow provided gP
d t
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) /f�.w Lr� d,• ;,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 Environmental Code and not to place the system in operation until a Certificate of
Compliance has been iss ed-b)rt is B e lth.
Signe i Date /a—F0-0 9
Application Approve by Date � � 0•
Application Disapproved by Date
for the following reasons
Permit No. `G Date Issued zplG --------------------
-
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CEER—TIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by /. �. ��, �f0 ��� f 1/vG fi u-
at /0c,- f�✓�o�i 6,s�o/ /Jr.% t has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No '" dated /"//`
Installer T C ah Designer 5Z Y-y,y 6,, .7,e-,
#bedrooms 7 : Approved design flown gpd 1
The issuance of this pe• it shall not be construed as a guarantee that the system will f ctio/n as designed.
Date aI 17 per
�) Inspector Ky. ��
•-- -_ ___ r No.
� -�. ,.•�%�---•--.�---------�---------. ------- - .-�- --• -. ---•-----•---_ ---_-._�._-�---�=Fee /Q � _--•
l�/ THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION=BARNSTABLE,MASSACHUSETTS �.
disposal &pstrm Construction 3permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at /�( �y✓�JGv�,,„, p,,,��
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. 4
Provided:Construction must a completed within three'years of the date o\\this permit.
Date 214 ri APproVed by
Dee 18 09 08: 58a p. 1
Town of Barustable
Regulatory Services
Thomas F.Gcilcr,Director
ian L4 =
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
d✓�,%tom' o?fl0s�`�0� l�ffrS�,��+i%r o?7/'// y
Office: 508-862-4644 F:ix: 508-790-6304
Installer&Designer Certification Form
Date:
Designer: i1q i �� � Installer.
Address: ./ 1.__. . Address: � r��
q5 p0, dnx :3 3 `l
14�i-j-to J —,d,!Zq 0a
011 la IY-Jcf. 6a, i ef,!,'Oas issued a peTmit to install a
(date) (instiller)
septic system at_• wcX,✓A'et.49 ,py�;r_ __.-based on a design drawn by
(address)
~I�'�_`� ..Sv�e✓._��Co_ c dated 01-(79
(designer) ---
certify that the septic system referenced above was installed substwitially according to
;Tate design, which may include minor approved-changes such as later' ] relocatiotl of the
distribution box,and/or septic tank_
r I certify that the septic system referenced above was imtaUcd with'=jor change$
greater that 10' lateral relocation of the SAS or any vartic d'roiocatton of any component
of the septilQpystern)but in accordance with State &Ucal fti lations. Dian revisioll or
certified as-Wit by dcskoer to follow.
tH O1✓Mgs
. 4� DAVID �y�
(Ins tall er's Siena rc) B.
h9ASON rn
No.1066
SgNlTAIM0
(D Baez s Sigiiatnrc) (Affix' ga.. s SfaMMp Isere)
PLEASE RETURN TO RARNSTABU PUBLIC ITEALTH DIVISION.
OF Cm1V LIANC:>( 'wRX NOT .BF, SSUED,UN'1;=IL BOTH:TERS-,FORM .AND AS-
BUILT CMID ARE RECEIVED RY.THE R41LNSTA13L1E PUBLIg HE,4Z��D_TVXSCON.
7.RANK YOU
Q; l Cenitica6un Port~
yi
THE Town of Barnstable P# 2 7�
Department of Regulatory Services
Public Health Division.
�ATEo n1t�ai�� t 200 Main Street,Hyannis MA 02601 Date
Date Scheduled
Time /D Pd. 0 4
�r oil r. li ee
` dU,1111 14.' sessment for Sewage Disposal
Witnessed By: P,
LOCATION & GENERAL�'ORMATIO
Location Address
nn Owner's Name
4r raw
n 'Address
Assessor's Map/Parcel: ��' �� '�
Engineer's Name NEW CONSTRUCTION �
REPAIR / -?t Telephone# _50 33
Land Use- Z...•€
Sylopes, I? Surface Stones
Distances from: Open Water Body
at Possible Wet.Area—_ft Drinking-Water Wcll
Drainage Way ------ft
ft Property Line
• Other ft
SKETC
H: (Street name,dimensions of lot,exact locations ofIrst holes&.perc tests,locate wetlands f.n proximity to holes)
• t.
{
•
Parent material(geologic)
Depth to Bedrock
Depth to Groundwater. Standing Water in Hole:
Weeping*om Pit Pace
Estimated Seasonal High Groundwater
Method Used: DETERMINATION FOR SEASONAL HI '
WATER TABLE
Depth Obsewed standing in ribs.hole-
Depth to weeping from side of ribs.hold: in, Depth to Sall mottles:
Index Well# ln, GroundwaterAdjustment In,
Reading Date: Index Well level ft.
AdJ,factor � AdJ.Groundwater Lay l
Observation PERCOLATION TEST Date .II 1a'rbYT ,r 034
Hole#
Depth of Pere Time at 91,� `� .,..------�—
tj• , Time at 6"
Start Pre-soak Time @
Time(9"•6")
End Pre-soak "q
• Rate Min./Inch � � • ' n �� gy��,� l j� -
Site Suitability Assessment: Site Passed
Site Failed: Additional Testing Needed(Y/N) -
Original: Public Health 6ivi'sion Observation Hole Data To Be Completed on'Back-----------
i
percolation test is to be conducted within 100' of wetland, you must first notify the. .
Barnstable Conservation Division at least one (1) week prior to beginning,
QAS EPTIC\PERCFO RM.DOC
DEEP-OBSERVATION HOLE LOG
Depth from Soil Horizon Soil Texture HOIe#
Surface(in.) (USDA) Soil Color Soil ther
(Munsell) Mottling (Structure,Stones;Boulders.
�� .,Q, •� on i to c % ravel
-
----
::I�----------------
DEEP OBSERVATION H E LOG
Depth from Soil Horizoii Hole#
Surface(in'.) Soil Texture Soil Color Soil
k0r
(Mansell
) Mottling (Structure,Stones,Boulders.
-� C nsiste %Gra
310
---------------------
DEEP OBSERVATION HOLE LOG Hole#_
Depth from Soil•Horizon 'Soil Texture
Surface(in.) Soil Color Soil(USDA Other
r
) �, tMuosell
Mottling (Structure,Stones,Boulders.
Y' Co i to c 9' G vel
DEEP Depth from OBSERVATION HOLE LOG Hole#_Soil Horizon Soil Texture .
Surface(in.) Scil Color Sol] Ot eh r
(USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consi ten 1
Flood Insurance Rate-ma :
Abovc 500 year flood boundary No— es
within 500 year boundary No yw
within 100 year flood boundary No y
Death of Naturally Occurrin:Pervious Material
Does at least four feet of natunilly occurring pervious terial exist in all areas observed throughout the
area proposed for the soil absorption system?,
ystem? L n
If not, what is the dept of aturally occurring pery ous material? _/l
Cert1--fin
I certify that on P (date)I have passed the soil evaluator examination approved by the
Department of.Enviro,mental Protection and that the above analysis was pefformed by me consistent with .
the required training, a er ' a id experience described in 310 CMR 15,01. .
Signature �) a
Date
QA,S BPTIC\PERCFO RM.DOC
�Z z9
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
R�CrIVED
APR 0 8 2003
TOWN OF Bhi-INSTABLE
HEALTH DEPT.
TITLE 5
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: 106 Arrowhead Drive
MAP , Z�
Hyannis, AM 02601 PARCEL. '
Owner's Name: National Construction Co. Inc. LOT
Owner's Address:
Date of Inspection: December 17, 2002
Name of Inspector:(Please Print) James M. Ford
Company Name: James M. Ford
Mailing Address: P.O. Box 49 Map:271
Osterville,MA 02655-0049 Parcel: 119
Telephone Number: (508)862-9400 Lots: 12& 13
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported
below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my
training and 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
Needs Further Evaluation by the Local Approving Authority
Fails
Inspector's Signature: Date: December 30, 2002
The system inspector shall sub 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.
Notes and Comments
****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.
Title 5 Inspection Form 6/15/2000 page 1
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Page 2 of 11
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 106 Arrowhead Drive
Hyannis, MA
Owner: National Construction Co. Inc.
Date of Inspection: December 17, 2002
Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D
A. System Passes:
✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR
15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below.
Comments:
B. System Conditionally Passes:
One or more system components as described in the"Conditional Pass"section need to be replaced or
repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass.
Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not 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.
ND explain:
Observation of sewage backup or break out or high static water level in the distribution box due to broken or
obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with
approval of Board of Health):
broken pipe(s)are replaced
obstruction is removed
distribution box is leveled or replaced
ND explain:
The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will
pass inspection if(with approval of the Board of Health):
broken pipe(s)are replaced
obstruction is removed
ND explain:
2
f
Page 3 of 1 I
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 106 Arrowhead Drive
Hyannis. kM
Owner: National Construction Co. Inc.
Date of Inspection: December 17, 2002
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
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.
PP Y �'
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 coliform
bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and
the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other
failure criteria are triggered. A copy of the analysis must be attached to this form.
3. Other:
3
Page 4 of 1 I
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 106Arrowhead Drive
Hyannis, MA
Owner: National Construction Co. Inc.
Date of Inspection: December 17, 2002
D. System Failure Criteria applicable to all systems:
You must indicate either"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 '/z day flow
✓ 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 coliform bacteria and volatile organic compounds
indicates that the well is free from pollution from that facility and the presence of ammonia
nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria
are triggered. A copy of the analysis must be attached to this form.]
No (Yes/No)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 System:
To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000
gpd•
You must indicate either"yes"or"no"to each of the following:
(The following criteria apply to large systems in addition to the criteria above)
Yes No
the system is within 400 feet of a surface drinking water supply
_ the system is within 200 feet of a tributary to a surface drinking water supply
the system is located in a 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.
4
Page 5 of 11
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 106Arrowhead Drive
Hyannis, MA
Owner: National Construction Co. Inc.
Date of Inspection: December 17, 2002
Check if the following have been done: You mast 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:
Yes No
✓ 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(3)(b)].
5
Page 6 of 11
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 106 Arrowhead Drive
Hyannis, MA
Owner: National Construction Co. Inc.
Date of Inspection: December 17, 2002
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): 3 Number of bedrooms(actual): n/a- 3 per town assessment
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a
Number of current residents: 0
Does residence have a garbage grinder(yes or no): n/a
Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required]
Laundry system inspected(yes or no): No
Seasonal use(yes or no): Yes
Water meter readings, if available(last 2 years usage(gpd)): Unavailable
Sump Pump(yes or no): No
Last date of occupancy: Unknown
COMMERCIAL/INDUSTRIAL
Type of establishment:
Design flow(based on 310 CMR 15.203): gpd
Basis of design flow(seats/persons/sgft,etc.):
Grease trap present(yes or no):
Industrial waste holding tank present(yes or no)
Non-sanitary waste discharged to the Title 5 system(yes or no):
Water meter readings, if available:
Last date of occupancy/use:
OTHER(describe):
GENERAL INFORMATION
Pumping Records
Source of information: None on file
Was system pumped as part of the inspection(yes or no): 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)
Tight Tank Attach a copy of the DEP approval
Other(describe):
Approximate age of all components,date installed(if known)and source of information:
May 8180-per as built card
Were sewage odors detected when arriving at the site(yes or no): No
6
Page 7 of I 1
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 106 Arrowhead Drive
Hyannis, MA
Owner: National Construction Co. Inc.
Date of Inspection: December 17, 2002
BUILDING SEWER(locate on site plan)
Depth below grade:
Materials of construction: _cast iron _40 PVC other(explain):
Distance from private water supply well or suction line:
Comments(on condition of joints,venting,evidence of leakage,etc.):
SEPTIC TANK: ✓ (locate on site plan)
Depth below grade: Approx. 12"
Material of construction: ✓ concrete _metal _fiberglass _polyethylene
_other(explain)
If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of
certificate)
Dimensions: 1000 Qal.
Sludge depth: 2"
Distance from top of sludge to bottom of outlet tee or baffle: 30"
Scum thickness: 2"
Distance from top of scum to top of outlet tee or baffle: 10"
Distance from bottom of scum to bottom of outlet tee or baffle: 12"
How were dimensions determined: Measurine stick
Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels
as related to outlet invert,evidence of leakage,etc.):
Cement tees were present. The liquid level was even with the outlet invert. There were no sim ofleakaze.
GREASE TRAP: None (locate on site plan)
Depth below grade:
Material of construction: _concrete _metal _fiberglass _polyethylene _other
(explain):
Dimensions:
Scum thickness:
Distance from top of scum to top of outlet tee or baffle: _
Distance from bottom of scum to bottom of outlet tee or baffle:
Date of last pumping:
Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels
as related to outlet invert,evidence of leakage,etc.):
7
Page 8 of 11
OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 106 Arrowhead Drive
Hyannis, MA
Owner: National Construction Co. Inc.
Date of Inspection: December 17, 2002
TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan)
Depth below grade:
Material of construction: _concrete _metal fiberglass _polyethylene _other(explain):
Dimensions:
Capacity: gallons
Design Flow: gallons/day
Alarm present(yes or no):
Alarm level: Alarm in working order(yes or no):
Date of last pumping:
Comments(condition of alarm and float switches,etc.):
DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert: Even
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.):
The D-box was level. No solids were present.
PUMP CHAMBER: None (locate on site plan)
Pumps in working order(yes or no):
Alarms in working order(yes or no)
Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.):
i
8
Page 9 of 11
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 106 Arrowhead Drive
Hyannis, MA
Owner: National Construction Co. Inc.
Date of Inspection: December 17, 2002
SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required)
If SAS not located explain why:
Type
✓ leaching pits,number: 6'x 6' - 1000 gal.
leaching chambers,number:
leaching galleries,number:
leaching trenches,number, length:
leaching fields,number,dimensions:
overflow cesspool,number:
Innovative/alternative system Type/name of technology:
Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.):
The pit was dry and clean. No scum line was present. There were no signs offailure. The bottom to grade was approximately
9'. The cover was approximately 32"below grade.
CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan)
Number and configuration:
Depth-top of liquid to inlet invert:
Depth of solids layer:
Depth of scum layer:
Dimensions of cesspool:
Materials of construction:
Indication of groundwater inflow(yes or no):
Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc:):
PRIVY: None (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.):
9
• Page 10 of 11
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 106Arrowhead Drive
Hyannis, MA
Owner: National Construction Co. Inc.
Date of Inspection: December 17, 2002
Map:271
Parcel: 119
Lots: 12& 13
SKETCH OF SEWAGE DISPOSAL SYSTEM
Provide a sketch 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.
r _ .. ....__.:._................
�__.._._._... .__ -- - ....... ........ . ..
a 3a a-? y
3 3�6 37.6
10
C
Page 11 of 11
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 106 Arrowhead Drive
Hyannis, MA
Owner: National Construction Co. Inc.
Date of Inspection: December 17, 2002
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
Estimated depth to ground water 18' +1- feet
Please indicate(check)all methods used to determine the high ground water elevation:
Obtained from system design plans on record- If checked, date of design plan reviewed:
Observed site(abutting property/observation hole within 150 feet of SAS)
✓ Checked with local Board of Health-explain: Topographic and water contours maps
Checked with local excavators,installers-(attach documentation)
Accessed USGS database-explain:
You must describe how you established the high ground water elevation:
The bottom of the leach pit to grade was approximately 9. Using the Barnstable topographic map and the Cape Cod
Commission water contours map, the maps were showing approximately 18'+/-to ground water at this site.
This report has been prepared and the system inspected and passed as of the date of inspection. This report is
not a warranty or guarantee that the system will function properly in the future. There have been no warranties "
or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report.
11
r?� TOWN OF BARNSTABLE `
LOCATICN -: WO tl rrowAwA lbr: SEWAGE #
VILLA GIr ���AMI S ASSESSOR'S MAP & LOT '-7 1LI1
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY Ut1b
LEACHING FACILITY: (type) R T X co (size) !!LO
NO. OF BEDROOMS
BUILDER OR OWNER -14 j o s s C on sTrvAUA Co
I
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leachin�,facility) 1 Feet
Furnished by��SOt t4 an rot C
.
� b '
h
I,{ a
1.0
3
;lq 6
a 3a Q� y
3 3�6 37•�
y y� 31
L O C. IG�1 ' SEWAGE PERMIT NO.
4 / -k 13 ®p
V I L L A G E Z v',C)Q F,
1
INS A LLER'S NAME i ADDRESS
0,UII L D E R OR OWNER
DATE ,.,, PERMIT ISSUED
DATE COMPLIANCE ISSUED
i
� J
No. !y Y •• 4, cn i FI$s.........................
..-
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
r-Va-eA..... ........OF............ �--__--_-_:--------.---•-.------
Appliration for Bigpo,i al Norks Tontrnrtion Permit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
Are........... ..../ko.0. ".;0 :-...../�... .....................................
cation-Address or�i of N �p
........................................... o�.l.....1�/�I�/t�f.. Jam! /1.R1�1., ✓ �f f.�:!
Owner Address
a ... ..S6r141f. .................................... �.011�,r 1 1,r. s1:!r� .... i> .-.1.�� ✓�s,
Installer Address
Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms...... Expansion Attic (0) Garbage Grinder (p)
E.—
No. of persons---------60............. Showers ( ) — Cafeteria
pa, Other—Type of Building fZQS.L ( )
Q' Other fixtures .__._...
WDesign Flow............. _.__M--__gallons per person pe a Total daily w..............e; ., p..._..._....__ Ions.
WSeptic Tank—Liquid'capacity_/gallons Length____.... th-------- Diameter---------------- Depth....
x Disposal Trench—No. .................... Width___................ Total Length......_. .... Total leaching area................ sq. ft.
Seepage Pit No..._.�-..... ______ Di •eter.......CJ--_-__-- Depth below inlet..... Total leaching area,720- sq., ft.
Other Distribution bO ( Dosing to k ( )
z GG
aPercolation Test Result Performed by....... ..... ..;------------------- Date_----•Z1� ...OD-- ...... �
a Test Pit No. I/UJ� .ml /K-?
per inch Depth of Test Pit.._._/ ..... Depth to ground water--- = .
Twater
Af /�
est Pit No. JZ3',�. nAt�tes per inch Depth of Test Pit...../,1_......... Depth to ground water.-_.._...!�_....._...
O Description of Soil. .:.5 1 0.'-� L9,R�..*._Lit-�_ � �v�s�tf
-- - -------- - ------- C
W4 .....•••-•0.-.__(t--------Ga�i,sxlC } 5��------------ _ .__O_K�A? �C� ...ft4aa . ....IL
-• -•--------------------•-----
UNature of Repairs or Alterations—Answer wh n applicable..............................................._-----------------------------------------------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with
the provisions of L i.'L
p 5 of the State Sanitary Code' he undersigned further agrees not to place the sy tem in
operation until a Certificate of Compliance een issu d 'y th7q %health.
Sign • . • -�--••----- --- `
Date
Application Approved By......•-- .....
. .. ...-......--•-------- � ��- ............
Date
Application Disapproved for the following reasons------------------------------•.-•--•--•--------••----•••----•---•-----------•--•--•---•---- --•-••---•-----_...
Date
PermitNo........................................................... Issued--------r• S_^ Id..................
2a
No.......( ..... ...........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.............................I.............O F..........................-----............--•------•------.................
Appliration for Di"uuttl Workii Tonutrurt"inn Prranit
Application is hereby made for a Permit to Construct Repair ( . ) an Individual Sewage Disposal
Syst at: 01 <
..... .:.. / .--...... ---- xGxzwz---- ----------•••••7.�.�s....... ./_/Z.....-----------........
r^ ocation- ddr N
.. ... ' ............................... .... ...
_.... ' �.�T....
Owner Address
aG .. 'ra( 7G .5------------------------------------------- �. .........
Installer Address
Type of Building Size Lot............................Sq. feet U
..1 Dwelling—No. of Bedrooms............................................Expansion Attic (0) Garbage Grinder (-S)
Other—Type of,'Buildin t`�5__elR No. of ersons__'. Showers — Cafeteria
d r Other fixtures ---------- - -------------------------------
W Design Flow................... .........gallons per person per.oay. Total da•1 flow.._.....:- 6...__._..............._ lons.
WSeptic Tank—Liquid'capacity.,/004a]Ions Length-__--; � idth__...-`1..._.- Diameter................ Depth,1. ._.1--------
x Disposal Trench—N ............ Width.... .............. Total Length...... _._.....__ Total leaching area....................sq. ft.
Seepage Pit No.......... Diameter......... ... Depth below inlet_ .________ Total leaching area.o�D..l....S . ft.
Z Other Distribution box ( )' - - •. ,. Dosing tank'( ) G
~' Percolation Test Results* Performed by..............................................
...........................................IZ---4e---------------_--. Date.......... `----0-�
aTest Pit No. ].>A---------minutes per inch Depth of Test Pit... ....r------- Depth to ground water-AV---�.-_ . �-
44 Test Pit No. 27.1 ......minutes per inch Depth of Test Pit../,a?----------- Depth to ground water...IVO.. 'L
xj - •----•-...I••-----•-----------------•
D Description of Soil l -- ----------- - -.�aR t_ s'�tl1a1 _. .��YT.__ 1 Fp / -0 ?6 Coe? :�
UNature of Repairs or Alterations—Answer when applicable...............................................................................................
••-----••---••--•-----•--••-•-------••••--•--•---•-•--••---•-------••••---•--------------------------•••------••---•----------------•-••--------••-•-------•-------.. ..........................
Agreement:
The undersigned agrees to install the aforedescribeA Individual Sewage Disposal System in accordance with
the provisions of TI T..i."
p S of the State Sani ry Code he and led further agrees not to place the y
'n
operation until a Certificate of Compliance has n issu d y t e ar, health.
l �
Sign - - ----- -- ------------ ..........
••-
Da
Application Approved BY...... ... .... . ---•1 ....• l ................... . ..-
Date
Application Disapproved for the following reasons:------....-•--•--•----------------------------------------•---•----••-•-------•----•--......-••-•••••.....-•----
----•--------•-•-•-••---.....---••••--••-----••••--•-•-••-•--•.............................••--•-•.........--••-•--••••-••••-•••-------•--•------•-•-.=--.....---•---•-._..........---•--•------•-•-•---
Date
PermitNo......................................................... Issued........................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD HEAL�.H H .
..............OF........
...... ................................
(Inrtifiratr of TontprliFanre
THIS IS TO CERT FY, That the Individual Sewage Disposal System constructed or Repaired ( )
staller
at_..._.!!.... I. ...... ...................................D`
has been installed in accordance with the provisions of TI^ F'. j�°j The State Sanitary Code as described in the
application for Disposal Works Construction Permit No. A-----fly ............. da.ted...... ...........
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE................................................................................ Inspector....................................................................................
THE COMMONWEALTH OF MASSACHUSETTS
�a BOARD HEALT
V7/ '
............. ................... v
No......... ...... FEE......... ...........:
iu�ruun orb omitr inn rranit
Permission i reby granted----- ---e% tl rLE
------------------------------- ----------
to Constr et r e it ( an In `'idu-a/YS sal System j
Street'
F�
as shown on the application for Disposal Works Construction �erIt o._____. .._ / ated.___.2_�.�s `.�.............
Boar of Health
DATE.................................................................................
FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS ,
� - _ Jam. - - •
September -18, •l980
Mr. John R. Barrone
Casey Homes, Inc:' "
y
P.,0., Box 242 - f
South Dennis, Ma,
Dear Mr: Barrone': „ .
. On September# 11,- 1980, you informed us that your -plumber '
would connect- the•.premises_ of*Mr. Francis -Carlos, 107 •
Arrowhead .Drive, •Hyannis, to Tv®n rater by Monday,
September 15, 1970, -
a .
Mr. Murray, Health Inspector for the Town,of, Barnstable, ,
checked with Mrs. Carlos and according--to her,, the •con-- Y
nection has not-been made. as of September '17.
Your certificate of occupancy ;for Lots 12 and 1*3, Arrowhead
Drive, Hyannis. cannot- be issued -.until this connection is
made.
Please let-us know 'your intentions in the matter.. `
Very truly your9,
John M,- Kelly
Director of Public 'Health
JMK/mm M �.
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I tt t DATA►, �._'' �/�TA F, 7 E.l 1.:1 S pc'K i• I`1,i _ ; 0: n
t ` r
Loa ELEVATIok:S 51- O\j, -k � AtZE- w A3CYE
�� @ M L WATER �vurvr� Irs Tr!E E5 T I I S ors t_cTS Z� I .
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o LOT 12 r N OFM o
co ip •' .. ,_r-- SHED 1��`j �`r9 ,>' ,� '
DAVID �y
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DRIVES
MASON m 450 et
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,,,,,,,,,,,,,,,,,,,,,,,,
LOT � � ,,,,,,,,,,,,,,,,,,,,,,,, � LOCUS MAP
cu cp ,,,,,,,,,, G/STEP
73 � � Q !"� ,,,,,,,,,,,,,,,,,,,,,,,,, BM: TOP OF FOUNDATION s
ELEVATION: 98.95'
rr
o '
PLAN REF 159-41X=97.2
DATM: ASSIGNED".. DEED REF- 22154—244
ASSESSORS MAP.- 271-119
\� z U—POLE o°o ° �� q Z ZONING. RE
'mil o ,,,,,........,,,,,,,,, .
(OVERHEAD #106 %%%%% p '�
O O VERLA Y DISTRICT WP
�I ELECTRIC LINES) SETBACKS 20 —10 —10
""" """"""""" N _EXISTING SEPTIC IS DRAWN -FLOOD ZONE:Sbo PANEL NUMBER: 250001 0005 C
PER TOWN AS—BUILT CARE DATED. OS/19/1985
Sb� ,,,,,,,,,,,,,,,,,,,,,,,, J
LIJ
X=97.2' Ln
SEPTIC UPGRADE PLAN
21.4ft i 0 1
O d ^ EXISTING 1000 GAL LOCATED AT.
"•' SEPTIC TANK TO REMAIN 106 ARROWHEAD `DRIVE
— 6.Oft o - HYANNIS, MA
LOT PREPARED FOR.•
72 LOTS 12 & 13 PROPOSED S.A.S. X=9 •2 LIMIT OF STRIPOUT MARLENE & L UIS BAHLE
18935.2 SQ. FT. ` CHAMBER TRENCH
0.4 ACRES / 0 12108109
AA,4,4
,- 0 \s_s w -', REV-
LOT 13
s v
f i ® siEP =_ REV
® o DOYLE ®. REV
_ c �
ti S >>� YANKEE LAND SURVEY
GRAPHIC SCALE 72 24" E �23 19 ®®�z 0 8- o
Co., INC. `
zo o 10 so ao WATER SERVICE LOCATED 40 INDUSTRY ROAD
'- 1 IN FRONT OF HOUSE MARSTONS MILLS, MA 02648
LOT 14 (PER OWNER) _ TEL' 508-428-0055 FAX 508-420-5553
1 inch = 20 ft.
`' SHEET 1 OF 2 JOB ,¢! 54583 SH ,`
SEWAG,E '--zSlY.S.-TEM-- 'PROEI` E� ' VIEW N -.li -.S .
T.O.F. EL. 98.95'
FIN GRADE = 96.8't
cD RISERS FIN GRADE 96.5 f
20" 20" 1/8". TO 1/2" DOUBLE WASHED STONE ® 3" THICK OR GEOTEXTILE FABRIC f `
DIA. DIA. _
RISER •! / / i . i FIN GRADE 96.2't
INV EL. 10" MINIR . f 14" MIN. IN EL `+'. stir 8.5' INSPECTION ?_
94.60' —� 94.35' oRi (ONE) L. 94:05
BELOW FLOW LINE INV EL MIN: 6" INV EL. '
LIQUID LEVEL 48" 93.67'-• `SUMP 93.47' EL."93.22'E`rl
GAS BAFFLE 6 STONE °a ° a
DISTRIBUTION BOX _ _ o EL. 91.22''
EXISTING 1000 GALLON TANK x - ° 48" ° _- 3/4" - 1 1/2" --_ - ° °48
PRECAST REINFORCED CONCRETE DISTRIBUTION BOX DOUBLE WASHED STONE f
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A DISTRIBUTION BOX SHALL HAVE WATERTIGHT COVER '
MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON MINIMUM WALL THICKNESS = 2" 25 O
THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLEY UNDER THE MINIMUM INSIDE DIMENSION = 12" PROPOSED CHAMBER TRENCH
CLEAN-OUT MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT -
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3" 2" MINIMUM BELOW INLET'INVERT.
ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ALL HAVE 1j
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9" EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO PERFORM 5' STRIPOUT DOWN TO C2 HORIZON
TWO 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS THE HEIGHT OF THE DISTRIBUTION LINE INVERT AFTER ALL LINES HAVE (APPROX. ELEV. 92.2'). SOIL CONDITIONS BOTTOM OF SOIL PIT = EL. 86.2'
OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS. BEEN SEALED IN PLACE. SHALL BE INSPECTED PRIOR TO SOIL REPLACEMENT NO GROUND WATER OR
INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE AND PER TITLE V REGULATIONS. REDOXIMORPHIC FEATURES OBSERVED
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. NONDEFORMABLE MATERIAL PERMANENTLY FASTENED TO THE LINE OR
RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF EQUAL ELEVATION.
DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL,
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH
6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND
TO PREVENT SETTLING.
SEPTIC TANK CAPATICY:
REQUIRED — 330 GALLONS AT 200% DESIGN DATA:
PROVIDED — 1000 GALLONS TO REMAIN THREE BEDROOM = 3 X ' 10 = 330 GPD REQUIRED FLOW FIN GRADE = 96.2't
NO GARBAGE DISPOSAL ALLOWED 12.83'
USE: CHAMBER TRENCH 251 X 12.83'W X 2' EFF/DEPTH 34" °
GENERAL NOTES: (25' + 25' + 12.83 + 12.83) X 2.0 = 151 S.F. ° °� o _ _ ° ° °� °° 24"
1 . ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP 25' X 12.83 = 320 S.F. 48» ° 58" ° °48"° ° 1
TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 471 X 0.74 = 348 GPD TOTAL DESIGN FLOW
FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
I - NUMBER OF TRENCHES ONE
2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" NUMBER OF UNITS= TWO ;
OF FINISHED GRADE PROPOSED LEACH TRENCH — END VIEW
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF INSTALL TWO 500 GALLON UNITS
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' WITH FOUR FEET OF DOUBLE WASHED STONE
AT SIDES AND ENDS
OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN T.P. #1 PERC <5 M/INCH T.P. #2 - PERC <5 M/INCH
10 OF DRIVES OR PARKING, UNLESS NOTED.
4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE .LOCATION .. EL. 96.2 o„ - EL. 96.2' o,l OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR
ALL MATTERSRELATING TO ELECTRIC AND/OR GAS EASEMENTS. ' "A" "LS" "A" "Ls" ;
20", 20„
5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLESS OTHERWISE -NOTED)
. ,.B„ "Ls" 10 YR 6/8 � : .. »B" "LS" 10 YR 6/8
6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
c` MORTARED IN PLACE AND SECURED TO UNAUTHORIZED ACCESS. W/G" 10 YR6/8 " W/G" 100YR 6/8 SOIL DATA:
TEST DATE: 11/24/09
7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. C1 48"(EL 92.2') »C1" 48"(EL. 92.2') SOIL EVALUATOR: /AVID B. MASON
8. EXISTING SYSTEM COMPONENTS — IF ANY — SHALL BE ABANDONED PER " S
i TITLE 5 REQUIREMENTS. "C2" W/G 7.5 YR 5/8 "C2" WG APPROVAL DATE: 101994
/ 7.5 YR 5/8 /
9. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT YANKEE-,�' HEALTH AGENT: DONALD DESMARAIS
SURVEY 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. _� EL 86.2' 120" EL. Ss.2 120" P# 12,775
10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR ` No G\WATER OR NO G\WATER OR
COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. i = ' REDOXIMORPHIC FEATURES n;REDOXIMORPHIC FEATURES
,� r' SHEET 2 OF 2 JOB NUMBER _ 54583