HomeMy WebLinkAbout0995 ROUTE 149 - Health 995 Route 149
_ Marstons Mills
\ A= 103-001
SECTIONSENDER: COMPLETE THIS .MPLETE THIS SECTION ON DELIVERY
■ Complete items 1,2,and 3.Also complete A. Signature
item 4 if Restricted Delivery Is desired. c�;R✓ ❑,Agent i
■ Print your name and address on the.reverse X ` ❑`Addressee
so that we can return the card to you. B. Received by(Printed Ndme) C. Date 6f-6elivery
■ AttacKlhis card to the back of the mail tece, �t
or 66'the front R space permits. p ( ( APR q VpI
D. Is delivery address differentdrom item 1?
1. Article Addressed to:
.= If YES,enter delivery address below: No
Barbara Fuller
23 Pinecrest Drive
` orestdale, MA 02644
3. Service Type
aKCertifled Mail ❑Express Mail
❑Registered 13.@etum Recelpt for Merchandise
r ❑Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) (3 Ye8
2.yArnNumber7008 1830 0002 0500 8109 -T
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PS Form 3811,February 2004 Domestic Return Receipt 102595-024A-1540
UNITED STATES POSTAL SERVICE First-Class Mail
Postage&Fees Paid
LISPS
I Permit No.G-10
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• Sender: Please print your name, address, and ZIP+4 in this box •
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q Toxvn of Barnstable
Health Division
200 Main Street
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Hyannis, MA 02601 I
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Town of Barnstable
• 1BAlitN8TA8L6, •
Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 John Norman,Chairrman
FAX: 508-790-6304 Donald A.Guadagnoli,M.D.
F.P.(Thomas)Lee,P.E.
Daniel Luczkow,M.D.Alt
March 1, 2022
Mr. Daniel Ojala
Downcape Engineering, Inc.
939 Main Street
Route 6A
Yarmouthport, MA 02675
Dear Mr. Ojala,
You are granted permission on behalf of your client, Barnstable Land Trust, to construct
and utilize a NitROE secondary treatment unit with nitrogen reduction technology at 995
Route 149, Marstons Mills, Massachusetts.
The following requirements are provided within the MA Department of Environmental
Protection (DEP) Provisional Use Approval Renewal letter dated May 12, 2020:
(1) Thirty (30) days prior to submitting an application for a DSCP, the Company or its
representative shall provide to the Approving Authority a certification, signed by
the owner of record for the property to be served by the unit, stating that the
property owner: a) has been provided a copy of the Provisional Use Approval
and all attachments and agrees to comply with all terms and conditions; b) has
been informed of all the owner's costs. associated with the operation including
power consumption, maintenance, sampling, recordkeeping, reporting, and
equipment replacement; KleanTu NitROE 2K Provisional Approval, May 2020
Page 11 of 15 Technology: NitROE® 2KS & 2KM WWTS c) understands the
requirement for a contract with a company approved operator and has been
provided a current list of all approved operators; d) agrees to fulfill his
responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10)
and the Approval; and e) agrees to fulfill his responsibilities to provide written
notification of the Approval conditions to any new owner, as required by 310
CMR 15.287(5).
(2) Prior to the issuance of a Certificate of Compliance by the Approving Authority: a)
In accordance with 310 CMR 15.021(3), the System Installer and Designer must
Q:WP/995 Route 149 Marstons Mills STU Approval 2022
certify in writing that the System has been constructed in compliance with 310
CMR 15.000, the approved design plans, and all local requirements, including
any local approving authority site-specific requirements;
(3) Prior to issuance of the Certificate of Compliance and after recording and/or
registering the Deed Notice required by 310 CMR15.287(10), the System Owner
shall submit the following to the Local Approving Authority: (i) a certified Registry
copy of the Notice bearing the book and page/or document number; and (ii) if the
property is unregistered land, a Registry copy of the System Owner's deed to the
property, bearing a marginal reference on the System Owner's deed to the
property. The Notice to be recorded shall be in the form of the Notice provided by
the Department
(4) Prior to the use of the System, the System Owner shall enter into an O&M
Agreement with a qualified contractor and submit the Agreement to the
Approving Authority and the Company. The Agreement shall be at least for one
year.
(5) The wastewater effluent shall be sampled and analyzed/tested quarterly if this
facility is utilized year-round. Sampling shall include pH, BOD5, TSS and Total
Nitrogen, unless otherwise stated. Flow shall be recorded at each inspection.
[Note: a)Year-round facilities shall be inspected and effluent sampled quarterly; b)Seasonal properties shall
be inspected and effluent sampled a minimum of twice per year,with at least one annual sample taken 30 to
60 days after seasonal occupancy and a second sample taken no less than 2 months after the first sample;
and c) After 12 rounds of monitoring, sampling may be reduced to TN only quarterly. Reduced sampling
shall also include Field Testing of System wastewater when determined necessary by the operator,see DEP
Field Testing Protocol at http://www.mass.gov/eea/docs/dep/water/laws/i-thru-z/testsamp.pdf]
(6) A copy of the wastewater analyses, wastewater flow data, field testing results,
and System Operator O&M reports and inspection checklists shall be maintained
by the Company. It is recommended the System Owner also maintain copies of
these items.
All of the other conditions listed in the MA Department of Environmental Protection
(DEP) Provisional Use Approval Renewal letter to KleanTu LLC dated May 12, 2020
shall be adhered to.
This permission is granted because the proposed plan appears to meet all of the
provisions of the State Environmental Code, Title 5, Town of Barnstable Board of Health
Regulations, as well as all nitrogen loading restrictions contained within both the State
and local regulations.
Sincerely yours,
n Norman
Chairman
Q:WP/995 Route 149 Marston Mills STU Approval 2022
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M (7r ,
DATE:
02 a a�
$95.00 FEE*:
Town of Barnstable REC.8�: Is
16J9• ,
Board of Health sCHED.DATE;:
200 Main Street,Hyannis MA 02601
Office: 508-862A644
Jolm T.Norman
FAX: 508-790-6304 Donald A.Guadagnoli,M.D.
Paul J.Canniff,D.M.D.
F.P.(Thomas)Lee,Alternate
VARIANCE REQUEST FORM
LOCATION
Property Address: j �
Assessor's Map and Parcel Number: 10 �/ t)iD ( Size of Lot:. L,715 ACID :t
Wetlands Within 300 Ft. Yes Business Name:
Subdivision Name:
APPLICANT'S NAME: STAM LAND Phone
Did the owner of the property authorize you to represent him or her? Yes No
PROPERTY OWNER'S NAME CONTACT PERSON
Marne: i,' E �11!� CNL` Name: �D�l h cm aW IM &WA4 INC.
Address: I Q AMAIN 5r tQ" ! Address: 18 MUM (A, YA t FOi2TMA
O Z( 57
Phone: NO7` 1 25-05- Phone: W-*%9?---45 H
EMAIL: �,�»Qo ea�lzete,Co-p
VARIANCE FROM REGULATION(Incl.Rc&codes) REASON FOR VARIANCE(May attach seimate sheet if more space needed)
tghW UKIT- ,50)
PaOF049) Lha C1QN OF ILA' N�-
NlrlL.dm &PQCJN ft
NATURE OF WORK: House Addition House Renovation LJ Repair of Failed Septic System LJ
Checklist (to be completed by ofce staff-person receiving variance request application)
Please submit first four on list as 5 collated packet&
_ A. Five(5)copies of the completed variance request form
B. Five(5)copies of MA DEP approval letters for InnovativdCAltcmative septic system(when proposing an UA system or
secondary treatment unit(S.T.0).
C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email:
healthCa town.bamstable.ma.us *(Pool Plan—Shard copies)
D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic
version.
A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S.
Signed letter stating that the property or business owner authorized you to represent him/her for this request
Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or
local sewage regulation variances only).
Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only).
Fee Submitted*$95.00 for the following variances: 1)New construction,2) Septic repairs with increase in flows, and 3)New
owner/new lessee applying for food,pool or body art variances. Exemptions from Variance Fee: 1)Septic repair with an
increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance").
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED John T.Norman
NOT APPROVED Donald A.Guadagnoli,M.D.
REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D.
Q:\Application Forms\VARMQ Rev Jan 1-2020.docx
I ,
tel.(508)362-4541
939 main street rt 6a fax(508)362-9880
yarmouth port
mass 02675
down cape engineering, inc
land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S.
surveys
Arne H.Ojala,P.E.,P.L.S.
Daniel E.Gonsalves,P.E.,S.E
structural design January 28,2022 Craig J.Ferrari,E.I.T.,S.E.
Barnstable Board of Health
site planning 200 Main Street
Hyannis, MA 02601
sewage system Re: 995 Route 149, Marstons Mills
designs
Dear Board Members,
inspections
Enclosed is a filing request for review of a secondary treatment unit at the above
referenced site.The proposed project includes the construction of a new 30 seat public
permits assembly building for The Barnstable Land Trust.We are proposing a KleanTu Nitroe waste-
water treatment system as part of the 450 gallon per day septic design.
The secondary treatment unit is being installed voluntarily to help reduce the impact on the
environment. No variances are requested,and all proposed work will be 200'+away from
any wetland.
Thank you for your consideration.
Very truly yours,
Daniel A.Ojala, PE, PLS
Down Cape Engineering, Inc.
, r
Commonwealth of Massachusetts
Executive Office of Energy &Environmental Affairs
Department of Environmental Protection
One Winter Street Boston, MA 02108.617-292-5500
Charles D. Baker Kathleen A.Theoharides
Governor Secretary
Karyn E.Polito Martin Suuberg
Lieutenant Governor Commissioner
PROVISIONAL USE APPROVAL RENEWAL
Pursuant to Title 5,310 CMR 15.000
Name and Address of Applicant:
KleanTu LLC.
300 Old Pond Road, Ste#206
Bridgeville,PA 15017
Trade name of technology and models:
NitROEV Waste-Water Treatment System (NitROE® WWTS) with unit sizing for.design flows up to
2000 gpd (NitROE® 2KS WWTS and NitROE® 2KM WWTS) (hereinafter the `System' or the
`Technology'). Owner and Operator manuals, installation manual, schematic drawings illustrating the
System models and the technology inspection checklist are part of this Certification.
DEP Transmittal No.: X285590
Date of Issuance: May 12,2020,
Expiration date: May 12,2025
Authority for Issuance
Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000,the Department of Environmental
Protection (hereinafter "the Department") hereby issues this Provisional Approval to: KleanTu LLC,
located at 300 Old Pond Rd., Ste 206 in Bridgeville, PA (hereinafter "the Company"), NitROE® 2KS
WWTS and NitROE® 2KM WWTS (hereinafter "the Technology" or "System") for use in the
Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology is
subject to compliance by the Company, the Designer,the System Installer, the Operator, and the System
Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this
Certification constitutes a violation of 310 CMR 15.000.
X N
-
_May 12,2020
Marybeth Chubb, Section Chief Date
Wastewater Management Program
Bureau of Resource Protection
This information is available in alternate format Contact Michelle Waters-Ekanem,Director of Diversity/Civil Rights at 617-292-5751.
TTY#MassRelay Service 1-800-439-2370
MassDEP Website:www.mass.gov/dep
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Certified Mail: 7008 1830 0002 0500 8109
Town of Barnstable
P� Regulatory Services
a Thomas F. Geiler, Director
BARNSE 4BLFE i
Public Health Division
D a
Thomas McKean, Director
200 Main Street, Hyannis, MA 02601 `
Office: 508-862-4644 Fax: 508-790-6304
April 22, 2009
Barbara Fuller
23 Pinecrest Drive
Forestdale, MA 02644 6
NOTICE TO ABATE VIOLATIONS OF TOWN OF BARNSTABLE CODE
993-
The property owned by you, located at 94-5 R_oute 149 Marston&IiUlzwas inspected on
April 15, 2009, by Timothy B. O'Connell, R.S., Health Inspector for the Town of
Barnstable, because of a complaint.
The following violation of the Town of Barnstable Board Code was observed:
353-1 Responsibilities of Owners:
Observed large amount of brush piles at said property.
You are directed to remove the brush from your property and dispose of it properly
within (30) thirty days of your receipt of this notice.
` l
You may request a hearing before the Board of Health if written petition requesting same
is received within ten (10) days after the date the order is served.
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Please be advised that failure to comply with an order will result in a fine of $100.00. Each
day's failure to comply with an order shall constitute a separate violation.
r'ICE OF THE BOARD OF HEALTH
t� fir ,
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Thomas McKean, CHO, RS
Director of Public Health
Town of Barnstable
Q:\Order letters\Refuse\945 rt 149.doc
No. Fee �E7 eo
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
9pplication for Disposal *pstem Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon qk� ❑Complete System ❑Individual Components
Location Address or Lot No. � �4Cj Qwner's Name,Address and Tel.Noc58•7//'�
9Q5 �
Assessor's Map/Parceliq i ma✓o. S i S NA 115(10 AtW1 iL
Installer's Name,Address,and Tel.No. &ic>g-7P! j� Designer's Name,Address,and Tel.No.
0661 C�v»sFrue rr,,i*�c yS"�ncic� y� 0�
i.
Type of Building:
Dwelling No.of Bedrooms A) Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) AA= gpd Design flow provided 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)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and mainte of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental e a not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Date
Application Approved by Date c
Application Disapproved Date
for the following reasons
Permit No. 20Z D— ( Date Issued I I z C
1
No. y Z _. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,.MASSACHUSETTS Yes
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Rpplication for ]Disposal *pskrm Construction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon Q*"' ❑Complete System ❑Individual Component
Location Address or Lot No. �,J^ ,. Owner's Name,Address,and Tel.No:305•?/1/-a5�x `:ri
4- l 1 1
i` t�nS� Cart: ( 1v !�
- Assessor's Map/Parcel/05/00I ii�C;F ats` 11I(l5-N /5S�!7 r! �.., 1 9.�✓�:ti Ate.� _ `r ..�t{i; U r n
hnsta/ller's Name,Address,and Tel:No. ,o- V�$- j Designer's Name,Address,and Tel.No.` 4
Type of Building: m
Dwelling No.of Bedrooms A)O Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd., Design flow provided A#t' gpd
Plan Date Number of sheets Revision Date
Title
'Size of Septic Tank Type of S.A.S.
Description of Soil
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Nature of Repairs or Alterations(Answer when applicable) }�n,� t,, );,• ,+
Date last inspected:
Agreement: '
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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 ode and d not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed-N - — Date
Application Approved by / "" . ... .' _'__'�-_---- Date /�. �v
Application Disapproved t/ --i� Date r `
for the following reasons >
Permit No. 07 r)_ tr;f Date Issued i Z
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,
//that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandon&(` by
at /�9 has been constructed in accordance l J
with the provisions of Title 5 and the for Disposal System Construction Permit No. QO-?8/ dated IC 174 I u)Zc,
Installer �� -,(n :c C i i,5f t� x c .: Y1 Designer
Y
#bedrooms / Approved design flow A)rl gpd
The issuance of this permit shall not be construed as a guarantee that the system will'function/as designed.
Date Inspector �1 _/� 6 All
- -----
No. 7_.n 7o " ` 8 t Fee 7 qwo
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon� )--
• `�� System located at
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and-the,following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit.
Date u -2,0-ZZ Approved by
ASSESSOR'S MAP NO. PARCEL d O
LOCATION ► `l SEWAGE PERMIT NO.
V.1LLAGE
w �.
INSTALLER'S NAME i ADDRESS
ON OWNER
DATE PERMIT ISSUED
DAT E COMPLIANCE ISSUED
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No:a�....
THE COMMONWEALTH OF MASSACHUSETTS
BOAR -I,(E�ALTH
. 7:vJA/..............OF........: . .A�:.G . �------.............................
'"Appliration for iiapaaal Works Tnnitrnrthin ranfit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
eig.. ...................... .. ............... ....... 4.....Aep...... .....................................
cation-Address or I,ot No.
- L __._.. .... G ........ ....... . ----....._.. - .
W q� ` ...—�sg�...••.•..........•. ---- �
..
Installer Address
dType of Building Size Lot............................Sq. feet
Dwellings No. of Bedrooms_ .......................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building ............................ No. of persons-. ................... Showers ( ) — Cafeteria ( )
Q' Other fixtures ..................................
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
W Septic Tank—Liquid capacity............gallons Length________________ Width................ Diameter................ Depth................
Disposal T area
x sposarench—No. .................... Width.................... Total Length.............. .... Total leaching ....................sq. ft.
Seepage Pit No.... ,m........... Diameter.................... Depth below inlet.._ Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
(i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
0 Description of Soil
x •------------------------------------------•-•--•--•-_-----
..........................................................P.......--------------------•---------------------. ------ -- ---
U ?Nature of e s r Alter tions— nswer when applicable_______________ _____!:": ...__...y._:..._..................__._...._...
eement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of I.L 1 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued b the board health.
t -- --------_--------------- '` �--
A Application Approved B ._.....
. ..°�.-• •-•--•-- ••••-•...............•-•• •. .
.. .
PP PP Y.....
Va
Application Disapproved for the following reasons-------------------------------------•-------------------------------------------•---....._...---•.............
..-•-•---------------•---.•--•---••••-•--•--.......-------------•--------••--•-•---•••••---••-------•--..._..........---•---•-------------------:•----...--�-. ------------...... ..........._._
Date
Permit No.........� �.... Y _ Issued--- --- -------Z
....................
Date
..................................................
I
THE COMMONWEALTH OF MASSACHUSETTS
— —BOARD—O-F> HEALTH
/ �-
_�J.!^-!A/................OF....... .a.........�............1 �
Appliration for Dispniitt1 Murky Tonstrnr#ion Prrmi#
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
syste(]m) at: ,r. - .. ....................
.��1.........._-.. .�..... ...._.. ..... ...................................._..
`� ....... .l..�C: �. Location-Address..... � t�G _._ -or Lot No. .. .........
a ': . .... .................................. ...........................Installer Z--••- ........................
.
ess �-
UType of Building Size Lot............................Sq. feet
1-4 Dwelling4—No. of Bedrooms. .................... ................Expansion Attic ( ) Garbage Grinder ( )
04 Other—Type of Building ............................ No. of persons_...._._......___-___ Showers ( ) — Cafeteria ( )
Other fixtures _______________________________________________
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No_____________________ Width.................... Total Length..................... Total leaching area....................sq. ft.
Seepage Pit No....Z............ Diameter____________________ Depth below inlet.A. .._......... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
al Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.......................
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a .. ,¢ .................. ......................................................................................................
ODescription of Soil..__._: :tea_ ..�.. . =-•.............................•-----------•---......._.....--••-•--•-•-••-------...---•----------...
x
w ............................................................................................................
Nature of e s or Alte tions nswer when applicable -••1. • -•--•-•--------= ----•-•-•-•------••-_...
! . . •-•-•-------------------------•-----._.......-------------••------•--/ .v.�_.__.._._........._•-•--•---••-•--•-----........
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITIE 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued b the board health.
Application Approved By...................................%<== l .�'.: y. �� - ...................._ ._. "Y,-,
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.,,, ate
T.�
Application Disapproved for the following reasons______________________________________________________________•_____________________.-___-_--____..........___
--......-•--•----•-------------•----------••-•-----...----.........---------...-•-------.-..._...-----•-•.-----•-----•--•-•---••----•-------......._.__............_-•-••-•----..........__.....--------
`y ate
Permit No........ - ��` .....'... . _��.. Issued.._.y.......�_....._k.Jr
Date
THE COMMONWEALTH OF MASSACHUSETTS
-------'"" BOARD-- OF HEALTH
..........................................OF........-..-.-..... ...' - �;.�
r-tif utt#r of f outphanr
THIS IS Ta,CERTIF at the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by............. i ��� ::...........................................................�
............................................................
/' . -------
j(• T-"•- -- ��- �- Installer t -
at
has been installed in accordance with the provisions of TITLZ 5 off T`}le-State Sanitary Code as desc ibed in the
application for Disposal Works Construction Permit No.......
_______ dated------------- Tom'.________-.-
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE........................ .............................. Inspector...................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF /yHEALTH
. .L.'.. '�..............OF.....\� t �f_(J. iVL��, C-7 �L_
No. %C: ,. Fig..� C.............
3�iu�ruu�1 Turku ��rnu#rnr#iun �rrnti#
Permission is hereby granted_.__.__._ _i__�_1: �'t '..... ..� ....__
- -...._.
to Construct ( ) or Repair ( ) an Individual Sewage Disposal System _
..................................................
Street Z f r r�
as shown on the application for Disposal Works Construction_PcKn�No`� ;1__.I q!5( Dated..... _7_.��...................
C. 1 .....----
"` Board of Health
DATE---- TS
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1. HORIZONTAL DATUM MASS STATE PLANE COORINATES I
NAD83, U.S. SURVEY FOOT. VERTICAL DATUM NAVD88 �-
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3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
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9 COMPONENTS B CKF OR CONCEALED
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ON TS NOT TO BE A ILLED
Will-TOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP
— — AND.VERIFYING THE A 1 888 34 — 33 DIGS FE 4 72
t
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES SCALE 1 =2000 f
APPRX. LOCATION PRIOR TO COMMENCEMENT OF WORK. ASSESSORS MAP 103 PARCEL 1
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED:BENEATW AND 5 AROUND THE PROPOSED
Q LEACHING FACILITY:
/� ��� EXIST. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ZONING SUMMARY
} OPEN FIEL L f/ ��� HYDRA REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
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13. LOT LINE ARE APPROXIMATE, ROAD
MONUMENTS FOUND, FULL PERIMETER SURVEY
D E RECOMMENDED, NO PLAN FOUND of LOCUS. MIN. LOT SIZE 43,560 S.F.
Q D MIN. LOT FRONTAGE 150'
/
OPERATIONS; AND MAINTENANCE AGREEMENT MIN. FRONT SETBACK 30'
SHALL BE 1N PLACE PRIOR TO ITS USE AND MIN. SIDE SETBACK 15'
r. SHALL BE FOR. THE LIFE OF THE SYSTEM
� PROPOSED CLEARING L IT
MAINTAIN EXISTING THE /,IRUB MIN. REAR SETBACK 15
a PRESENCE OF THL. .lrl3 _UNIT MUST BE RECORDED ON MAX. BUILDING HEIGHT 30'
} RUBS I 50 LANDSCAPE: BUF (TYP.)
�„� � X�S•[ING SH THE DEED TO .THE PROPERTY.
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7 ^ ` (vP INSTALLATION OF NITROE SYSTEM TO BE IN ACCORDANCE
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YARMOUTHPORT MA 02675
DATE DANIEL A. OJALA, P.E., P.L.S.
13-265 BARNSTABLE LAND TRUST 21.DWG
DCE # 13-265
' f
NOTES
1. HORIZONTAL DATUM MASS STATE PLANE COORINATES
NAD83, U.S. SURVEY FOOT. VERTICAL DATUM NAVD88
DISTANCE VARIES 154"
TOTAL TANK LENGTH 2: MUNICIPAL WATER IS AVAILABLE
OUTSIDE WALL TO OUTSIDE WALL
3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TANK WALL a. ; ., . •.,. ,. .; . Y w TO BE AASHO H-12
THICKNESS a.
AT TOP
GENERAL NOTES: 5. PIPE JOINTS TO BE MADE WATERTIGHT.
(3"TYP) o v 1. PROVIDE MINIMUM 2"DROP WHILE MEETING 1C
w O REGULATORY SLOPE REQUIREMENT FROM THE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
w SEPTIC TANK OUTLET PIPE INVERT TO THE INVERT OF TREE 310 CMR 15.000 (TITLE 5.)
O =o F- THE INFLUENT PIPE INTO THE NITROE TANK. YCALIPER
o INFLUENT = SUEGED �- ENITRIFICA 1 N PARKING/BUFFER TREE
INFLUENT h R q I = CH BER = o 2. NITROE TANK TOP TO HAVE TWO-24,THREE-1T 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
SEE NOTE 1) �� - D EFFLUENT HOLES AND MULTIPLE 4"DIAMETER ACCESS HOLES BE USED FOR LOT LINE STAKING OR ANY OTHER
( - Y n- C 'A BER o (DC) o VNITH RISERS AND COVERS FOR MAINTENANCE AND PURPOSE.
INFLUENT O0 l c SAMPLING.
SAMPLING PIPE __j , \ / w \ -.► 3,.. FOR THE 24"HOLES; PROVIDE 24"DIA.ADS PIPE WITH b 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4' PVC.
(T DIA PVC PIPE) I¢- z o TO TITLE 5 COVER TO 12"BELOW GROUND SURFACE, BOLTED
o - _ o ~ TO TANK TOP. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
SEE NOTE 6 I wo o SOIL 4. FOR THE 12"HOLES; PROVIDE THREE-17'HOLES WITH WITHOUT INSPECTION BY BOARD OF HEALTH AND
ABSORPTION
TITLE 5 SEPTIC V5 _ SYSTEM ADAPTER RINGS,RISERS AND COVERS TO 12"BELOW PERMISSION OBTAINED FROM BOARD OF HEALTH.
o TANK WALL GROUND SURFACE.. 4"DIA.MONITORING
REINFORCED NEW BLACK RUBBER
TANK THICKNESS (SAS) PIPE(1"BELOW GROUND SURFACE)WITH 6'PLASTIC HOSE (1/2" ID) 10. CONTRACTOR SHALL BE RESPONSIBLE. FOR CALLING
NOT TO SCALE AT BOTTOM ' FOUND BOX AND COVER TO BE FLUSH WITH GROUND DIGSAFE (1-888-344-7233) AND VERIFYING THE
(a 1lT TYPE 1: SURFACE. DOUBLE sTwwo 12 GA LOCATION .OF. ALL UNDERGROUND & OVERHEAD UTILITIES
5. PROVIDE FOUR-5'DIAMETER PLASTIC ROUND BOXES GALV ANNEALED TWISTED WIRE PRIOR TO COMMENCEMENT OF WORK.
AND COVERS(NITROE AND SEPTIC TANKS)TO BE I)
INSTALLED AT GROUND LEVEL. ,\ TREE WRAP. LAP ENDS DOWN 11. ANY UNSUITABLE MATERIAL. ENCOUNTERED SHALL BE
SEE NOTES 2,3 AND 4 TOP VIEW 6. PROVIDE INFLUENT SAMPLING PIPE(2"DIA)6"FROM \ DO NOT STAPLE REMOVED BENEATH AND 5' AROUND THE PROPOSED
NOT TO SCALE EDGE OF SEPTIC TANK WALL WITH 6"PLASTIC ROUND �� LEACHING FACILITY.
BIOX AND COVER AT GROUND SURFACE, \� 3 STAKES EQUALLY SPACED
6"PLASTIC BOX AND COVER WITH 4" \ AROUND TREE 2 1/2'x2 1/2'x10' 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
�I SPACED DARK FROM TRUNK, REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
MONITORING PIPE;SEE NOTE 5(TYP) STAINED DARK BROWN.
SEE NOTE 5(TYP) `I1 I� STAKES DRIVEN AT ANGLE AND
SEE NOTE 6 SEE NOTE 3(TYPE SEE NOTE 5(TYP) 17'ACCESS HOLE WITH COVER \� // PULLED VERTICAL.WITH WIRE 13, LOT LINES ARE APPROXIMATE, ROAD LINES PER
- GROUND SURFACE(TYP) - - - - SEE NOTE 3(TYP) SEE NOTE 4(TYP). \� �'
MIN 4'-0" BURIED
MONUMENTS FOUND, FULL PERIMETER SURVEY I
- - - - - - - - - - - -
RECOMMENDED, NO PLAN FOUND OF LOCUS.
- - - - - - - V-4" \� MIN 3' DEEP SAUCER
TO TITLE.5 SOIL MIN
5 1/2"TANK ABSORPTION SYSTEM 3' DEPTH SHREDDED BARK MULCH
ADJUST HEIGHT TO
TOP(TYP) (SAS) ORIG. PLANT REVEAL.
INFLUENT
Li REMOVE BURLAP FROM TOP
(SEE NOTE I) EFFLUENT HALF OF ROOTBALL DEDICATED VENT BACK THROUGH
a - _ 48"STATIC I �� PLUMBING STACK.
a .WATER DEPTH �I. ( COMPACTED SUB-GRADE
- -............ -'-'- -�- -'-'- n solL MIX CONTRACTOR TO PROVIDE CONTRACTOR TO PROVIDE PITCH TO DRAIN BACK, NO LOW
30" CAST IRON COVER ON 30" I.D. H-20 RISER INTERNAL POINTS
w e '• ' SIGN ON BUILDING ADJACENT
o. o TANK RISER TO EXTEND UP INTO H-20 RISER TO WITHIN 12"
W w o o n Q w N .`I I ,. TIGHT TANK WITH LETTERING
° SUBMERGED v DENITRIFIGATION CHAMBER w ` OF FINISHED GRADE FOR EASE OF ACCESS.
TITLE 5 SEPTIC w n = a "NON-HAZARDOUS NORMAL HIGH WATER LEVEL ALARM
K o z 1 = AERATIONCD (DC) r N�� AP BE SA FOR 3 4 OF TANK
_ _ o F- n CONTRACTOR TO PROVIDE INDUSTRIAL WASTE /
TAN _ p CHAMBER o o �z�u Z LEAK DETECTION FLOAT ACCESSED WATER HOLDING TANK" CAPACITY, LA AND PRESS TO
(NOT TO SCALE) o °z �� (SAC) � $ w 12" 12' THROUGH 24 RISER 1N 2" LETTERING. SILENCE SWITCH ON PANEL INSIDE
_ or.-• C) _1 0O MIN MIN W INTERSTITIAL SPACE BETWEEN TANKS BUILDING. LOW .VOLTAGE FLOATS,
n J - w. w LL SIMPLEX PANELS,
lbolw o J MEYERS OR EQUAL.
�.. o TANK DESIGN: RIM 69.5f
TREE PLANTING DETAIL PROPOSED USE: FLOOR DRAIN PER PLUMBING o 0
0 0
CODE, ESTIMATED SNOW MELT/EMERGENCY
e' SPILL USE ONLY. 1000 GPD FLOOR DRAIN
1,000 GAL REQ.
ELEV.=a, °
TANK BOTTOM KleanTu LLC c2) 3/4" GALV, STEEL -SLAB 73.Ot PITCH
THICKNESS 4 CRUSHED AGGREGATE OR APPROVED USE 1500 GAL. TIGHT TANK (ADEQUATE). CONDUIT FOR ALARMS. TO DRAINS
TANK WALL THICKNESS MATERIAL(DEPTH TBD-6"MIN);ON LEVEL, PLAN AND PROFILE VIEW
VENT
TANKVVAAT �LITHICKNESS COMPACTED AND STABLE'BASE NITROE ROEO WASTE-WATER TREATMENT SYSTEM (WWTS) y
TIGHT TANK SHALL BE H-20 1500 GAL.
AT TOP(3") SIDE VIEW NON HAZARDOUS INDUSTRIAL WASTE WATERTANK -
NOT TO SCALE EQUAL.DOUBLE CONTAINMENT OLDING SYSTEM BY ACME TIGHT TANK
OR , ; - V. 68.72f
**ADDITIONAL DRAWINGS,DETAILS, SYSTEM SHALL CONSIST OF H-20 RATED 2500 2500 G L. FLOOR DRAINS
T-AS2000-H 1 O GAL. SEPTIC TANK CONCRETE VAULT SEE PLUMBING
AND SPECIFICATIONS CAN BE ti OUTER ' I N TERN AL 1500 INv. 64.6�t' DRAWINGS
PROVIDED BY KleanTu LLC W/INTERNAL 1500 GAL. MONOPOUR TANK,
VENTED, .WITH PLASTIC RISERS UP INTO 2500 TANK CONCRETE TANK
GAL RISERS. SEE SEPARATE DETAIL SHEET. NOTE: TIGHT TANK IS DEFINED AS A
VENT THRU BLDG. STACK. COORDINATE WITH "DEDICATED SYSTEM" UNDER THE PLUMBING CODE
PLUMBER. ' D USE CAST IRON. PIPE, PLUMBER TO
SYSTEM PROFILE � '� •. MAKE UP CONNECTIONS AND VENTS
ALL SYSTEM COMPONENTS SHALL BE SIGNAGE "NON-HAZARDOUS INDUSTRIAL
MARKED WITH MAGNETIC 'TAPE OR WASTEWATER HOLDING TANK" SIGN TO BE
COMPARABLE MEANS FOFR FUTURE LOCATION, INSTALLED ON BUILDING ADJACENT, SEE
(NOT TO SCALE) H 2 0 TIGHT TANK
PROVIDE MIN. 20" DIAM. WATERTIGHT SEPARATE CONSTRUCTION SPECIFICATIONS FOR
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE MIN. 20" DIAM. WATERTIGHT PROVIDE: MIN. 20" DIAM. WATERTIGHT DETAILS, LOG BOOK REQUIREMENTS, ETC.
ACCESS COVERS TO GRADE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE REFER TO 314 CMR 18.00.
\ TOP FOUND. EL.. 83.0' 2" PEASTONE OR GEOTEXTILE NOT TO SCALE
82 O' FILTER FABRIC OVER STONE
MINIMUM 7 OV R PRECAST 82.0' INIMUM775' F COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 2% SLOPE REQUIRED OVER SYSTEM 81.0
PRECAST H-10 NOTE: 2' MIN. WALL
RISERS (TYP.) THICKNESS REQUIRED BLOCKS OR
MORTAR ALL PRECAST RISERS
., �: 4'�SCH40 PVC COMPONENTS H-10 INV'S EL.
A % PIPES LEVEL 1S7 2' 4.0' 77.17'
4.0'
"�• *80.0 " 14" :' ENDS SIDES 78.0'
7 ).5' TEE 0" T7
TEE 79.25' 79:15' >;,�:ea:ow;;�.. , ...:. . .,.:..
NitROE TANK °°°°°°o° °°o°°°°° DETAILSHEET
0
GAS BAFFLE:. 78.9 °c°c°oo0°co° 6" MIN. SUMP o 0 0 0 '°O°O°O°O
SEE DETAIL 12 MIN. INT, DIM, o o ° ° oFEE
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4 LIQ. LEVEL (A E OR EQUAL),.-.1
ABOVE ° N 00000000 ® ® �®®®�® ® ® ® ® :00000000TO ACCOMPANY
. , 78.0' 77. 3' 'O°°°°°°° y o°o°o°o° 75.17'_ t: ... o ° ° ° ° ° ° ° SITE PLAN
D0�O00Op^0n0A0^p?0'O�0�O�0�p�0npmomon000000009 •U0o0o0oOo0o0DOOO.O-00000(OOODOQOQp:0O000.0.0.
., ^ 00000000�0^O„0,,0,,000000000°O�,OnOnO^O„0000000.
1500 GAL H-10 ` ' ^ LH-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST
DUAL COMPARTMENT 3/4"-1-1/2" DOUBLE WASHED STONE (3) UNITS REQUIRED OF
SEPTIC TANK 1 6" CRUSHED STONE OR MECHANICAL 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83'
TEST HOLE LOGS COMPACTION. (15.221 [2]) COMPACTION: (15.221 [z]) 99 5 ROUTE 1+49
ENGINEER: CRAIG J. FERRARI, SE #13871 ( X SLOPE) ( 5 �: SLOPE) ( 4•79: SLOPE) (4 7 % SLOPE)
DON DESMARAIS, RS FOUNDATION 10' SEPTIC TANK 2' NRROE TANK 19 D' BOX 16' LEACHING 69.5' BOTTOM TH-3 MARSTONS MILLS, MA
WITNESS: FACILITY NO GROUNDWATER FOUND
DATE: 8/16/21
PERC. RATE _ < 2 MIN/INCH j
PREPARED FOR
CLASS I SOILS p# 21 -214
BARNSTABLE LAND TRUST, INC.
ELEV. ELEV. ELEV. ELEV.
" � 81 .0' � 81 .0 0" Q 80.5' 0" Q 80.5' DATE: NOVEMBER 5, 2021
o o - _ REV.: DECEMBER 15, 2021 (SITE PLAN REVIEW)
A A A A
LS LS LS LS SYSTEM DESIGN:
10YR 3/2 10YR 3/2 10YR 3/2 10YR 3/2 Z% CROSS SLOPE MIN.
12 9" 12" loop GARBAGE DISPOSER IS NOT ALLOWED -� 2" OF 3/4" NATIYE STONE SHEET 2 OF 2
ROLLED WITH VIBRATORY COMPACTOR
B B B B 30 SEAT FUNCTION HALL @ 15 GPD/SEAT = 450 GPD Ong,
i0000000°00000°oo°000°o
LS LS LS LS SEPTIC TANK: 450 GPD (2) = 900 (FIRST COMPARTMENT) 8" REPROCESSED ASPHALT GRAVEL
10YR 5/6 1 OYR 5/6 10YR 5/6 10YR 5/6 450 GPD (1) = 450 (SECOND COMPARTMENT) COMPACT SUBGRADE MDPW SPEC. VIB. ROLLER COMPACTED
24" 79.0 20 79.3 24" 78.5 20" 78•.8' 900 + 450 = 1350 GAL. REQUIRED ALL ROAD GRAVEL SHALL CONFORM TO THE X
SUBDIVISION RULES AND REGULATIONS
SECTION 5.F('�
USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK & GRAVEL CROSS SECTION ON
A NITROE WASTE-WATER TREATMENT TANK
C C C C NOT TO SCALE ��N OF MAs
LEACHING: �(HOFti1Ass9c � DANIEL
PERC PERC
ti
M CS M CS M/CS M CS SIDES. 2 (33.5 + 12.8) 2 (.74) = 137 GPD �� DANIELA. �� `� OJALA ' off 508-362-4541
/ / / /� � fax 508-362-9880
BOTTOM 33.5 x 12.8 (.74) = 317 GPD �I o OJALA -i No,40980
CIVIL ' �P downcape,com
No.46502 � �ss�a o
2.5Y 8/4 2.5Y 8/4 2.5Y 8/4 2.5Y 8/4 TOTAL: 614 S.F. 454 GPD °�FF��STER�� �`�. �NOSUR�E� alowll CQ�D� 0.finger//78', MC.
civil engineers
USE (3) 500 GAL.. LEACHING CHAMBERS (ACME OR EQUAL) \ 1 _ Land surveyors
WITH 4' STONE ALL AROUND 12. "� •S2\ ` � `� '� 939 Main Street Rte 6A rS
YARMOUTHPORT MA 02675
132" 70.0' 120" 71 .0' 132" 69.5' 120" 70.5' DATE DANIEL A. OJALA, P.E., P.L.S.
NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 13-265 BARNSTABLE LAND TRUST 21-DWG
DCE # 13-265
,