HomeMy Public PortalAboutBOH10.19.22packetBoard of Health
Penny Holeman
Annette Graczewski
Kimberley Crocker
Pearson
David Bennett
Casey Chatelain
Health Director
Amy von Hone
Assistant Health
Director
Sherrie McCullough
Senior Department
Assistant
Tammi Mason
Town of Brewster Board of Health
2198 Main St., Brewster, MA 02631
b.rhealth@brewster-ma.gov
(508) 896-3701
REVISED
BOARD OF HEALTH MEETING AGENDA
2198 Main Street
October 19, 2022, at 7:OOPM
Pursuant to Chapter 20 of the Acts of 2021, this meeting will be conducted in person and via remote means, in accordance with
applicable law. This means that members of the public body may access this meeting in person or via virtual means. In person
attendance will beat the meeting location listed above, and itis possible that any oral] members of the public boy may attend remotely.
No in-person attendance of members of the public will be permitted, and public participation in any public hearing conducted during
this meeting shall be by remote means only. Members of the public who wish to access the meeting may do so in the following manner:
Phone: Call (301)715-8592 or (312)626-6799. Webinar ID: 820 4394 4509 Passcode: 979174
To request to speak: Press *9 and wait to be recognized.
Zoom Webinar, httos://usO2Web.zoom.usfj/820439445097i)wd=Mytl)M2kvUExKbUlRS0hmM01Zb3dQZz09
Passcode:979174
To request to speak: Tap Zoom "Raise Hand", then wait to be recognized.
When required by law or allowed by the Chair, persons wishing to provide public comment or otherwise participate in the meeting, may
do so by accessing the meeting remotely, as noted above. Additionally, the meeting will be broadcast live, in real time, via Live
broadcast (Brewster Government TV Channel 18), Livestream (livestream.brewster-ma.gov) or Video recording (tv.brewster-ma.gov)
1. Call to Order
2. Chairman's announcements
3. Citizen's forum: Members of the public may address the Board of Health on matters not on the
meeting agenda for a maximum 3-5 minutes at the Chair's discretion. Under Open Meeting Law, the
Board of Health is unable to reply but may add items presented to a future agenda
4. 0 Seamans Lane —Abigail Rhodes — Continued Animal Regulations variance request,
discussion & vote
5. Brewster Farms continued Tobacco Violation discussion & vote
6. Septic Variance request — 40 Elbow Pond Road
7. Eversource/MDAR proposed 5 -year plan — discussion and vote on proposed letter of
opposition
8. Discuss I/A Local Regulation/monitoring of onsite system/review enforcement policy
9. Liaison Reports
10. Matters not reasonably anticipated by the Chair
11. Items for next agenda
12. Next meeting: November 2, 2022
13. Informational items:
a. October Blood Drive information
b. Board & Committee November meeting schedule
14. Adjournment
Date Posted:
10/14/2022
Date Revised:
Received by Town Clerk:
N:\H�alth\BOH Agendas and Minutes and Remote Schedule\BOH Agendas\Oct1922a.docx
October 13, 2022
Brewster Board of Health
Town Office Building
2198 Main Street
Brewster, MA 02631
Re: 0 Seaman's Lane
Brewster, MA
Parcel ID: 12-70
Dear Members of the Brewster Board of Health,
I respectfully request the following variances for the purposes of permitting a barn and animal
enclosure per Brewster Board of Health Animal Regulations Part II Minimum Distances.
Existing Barn to abutter's property lines. 50' are required. 18.9' are proposed. A variance
request of 31.1'
Existing Barn to private potable well at my property on 6 Seamans Lane. 100' are required. 85.8'
are proposed. A variance request of 14.2'.
Existing Barn to abutters dwelling. 100' are required. 92.0' (to my properly at 6 Seamans Lane),
85.3', and 41.5' are proposed. Variance requests of 8.0', 14.7', and 58.5' are requested.
Proposed Enclosure to abutters property line (my property at 6 Seamans Lane). 25' are required.
19.2' are proposed. A variance request of 5.8'.
Proposed Enclosure to private potable well at my property at 6 Seamans Lane. 100' are required.
37.6 are proposed. A variance request of 62.4.
Sincerely,
Abigail Rhoads
Amy von Hone
From: Abby Rhoads<arhoads@sturgischarterschool.org>
Sent: Friday, October 7, 2022 11:50 AM
To: Amy von Hone
Subject: Denial of trespassing
Amy - I am writing to inform you that, following your suggestion, I did call the Brewster Police and request that the
officer speak with Mr. Kelly about trespassing on my property without my permission. The Officer, Officer Childs, called
me this morning to tell me that he had gone to speak with Mr. Kelly and that Mr. Kelly "denied that he had been on your
property." I explained to Officer Childs that it is impossible that he was not on my property due to the fact that he
reported to the Board of Health in a recorded meeting that he had gotten specific measurements from my barn, on
my property, to my neighbor's dwelling and property line. I am clearly very disturbed by Officer Childs' report regarding
his talk with Mr. Kelly. I would like for everything that Mr. Kelly said at the initial meeting to be struck from the
record. If he was not on my property, then the measurements he stated, along with the other information he quoted
from the "Peace for All Animals" website, are misguided and false. I am now paying for a survey to be conducted on my
property. This may or may not have been requested regardless of Mr. Kelly's statements. I can say with certainty that
Mr. Kelly's statements did impact the members of the board in their decision to call for a continuance. I would prefer not
to get a lawyer involved with this matter, but I am prepared to do so if I feel like I am being unfairly judged with
imaginary accusations.
The hearing was for a variance. I have followed every aspect of the Animal Regulations as you have given them to me
and my measurements were done in good faith, as has everything else I have prepared for you and the board.
Sincerely,
Abby Rhoads
Abigail Rhoads (she/her/hers)
Lead English Teacher
Sturgis Charter Public School
105 West Main Street
Hyannis, MA 02601
1
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wr CERTIFICATE OF ANALYSIS
E C E I V E D
�� Barnstable County Health Laboratory (M=MA009)1 — --
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OCT � 3 2022
Recipient: Abigail Rhoads Order No.: G22235505
----
Abigail Rhoads Report Dated: 10/13/2022 3r'\EwS1-ER HEALTH
6 Seamans Ln Submitter: Abigail Rhoads+..._....D F.PA.E'Tf4ENT
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Brewster, MA 02631 Description: Routine - 6 Seamans Ln
Laboratory 1D#. 22235505-01 Matrix: Water- Drinking Water
Sample #: Sampled: 10/11/2022 9:00 By: AR
Collection Address: 6 Seamans Lane, Brewster Received: 10/11/2022 12:50 By: Veronic
Sample Location: Turn Around: 48 Hr Rush
Routine
ITEM RESULT UNITS RL MCL METHOD # ANALYST TESTED TIME
Nitrate as Nitrogen 0.44 mg/L 0.10 10 EPA 300.0 CL 10/12/2022
Copper ND mg/L 0.10 1 EPA 200.8 CL 10/13/2022 13:51
Iron ND mg/L 0.10 0.3 EPA 200.8 CL 10/13/2022 13:51
Manganese ND mg/L 0.025 0.05 EPA 200.8 CL 10/13/2022 13:51
Sodium 17 mg/L 2.5 20 EPA 200.8 CL 10/13/2022 13:51
Total Coliform Absent P/A 0 0 SM 9223B RG 10/11/2022 15:28
Conductance 180 umohs/cm 2.0 EPA 120.1 LX 10/11/2022 15:06
pH 6.2 PH AT 25C NA SM 4500-1-1-13 LX 10/11/2022 15:06
Based on the results of the parameters tested, the water is suitable for drinking.
Attached please find the laboratory certified parameter list.
Approved By.,. f722
(Lab Manager)
ND =None Detected RL =Reporting Limit MCL =Maximum Contaminant Level
3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 of 1
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TOWN OF BREWSTER
BUILDING DEPARTMENTIFC'EWED
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2198 MAIN STREET
BREWSTER MA 02631
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NOTE: ANY SHED OR STRUCTURE GREATER THAN 200 SQUARE FEET REQUIRES A BUILDING PERMIT
FOR SHEDS UP TO 120 SQUARE FEET: Fee: $50
ZONING SETBACKS: 40 feet from property lines from all street frontages, 10 feet
from the side and rear property lines,
FOR SHEDS BETWEEN 120 AND 200 SQUARE FEET• Fee: $0.35 Per Square Foot
REGISTRATION NUMBER:
MAP: LOT:
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ZONING SETBACKS: All applicable setbacks apply. See residential zoning chart on the bung department
website or contact the building deportment for more information.
PLEASE ATTACH A COPY OF SCALED SITE PLAN WITH SHED LOCATION AND SETBACKS MARKED
NOTE: FILING THIS REGISTRATION DOES NOT RELIEVE THE APPLICANT FROM ANY OTHER TOWN REGULATIONS OR
RESTRICTIONS, INCLUDING BUT NOT LIMITED TO; BREWSTER ZONING BY-LAWS, OLD KINGS HIGHWAY HISTORIC
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Contractor Name &Company Name:
Mailing Address:
Contractor Email:
Authorized Agent (Contractor) Signature:
Contractor Phone Number:
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TOWN OF BREWSTER
BUILDING DEPARTMENT
2198 MAIN STREET
BREWSTER MA 02631
SHED REGISTRATION
Permit # SR -22-31 Date July 21, 2022 Fee $58.40
Job Location 0 SEAMANS LANE BREWSTER MA 02631
Owner/Agent RHOADS ABIGAIL P Permit Holder
Shed Size 144 Square Feet
Setbacks:
To Street: 40
Right Side: 24
Left Side: 24
Rear: 40
Town of Brewster
Building Official Approval
(41
PHONE:
(508) 898-3701 EXT 1125
EMAIL:
BUILDING@BREWSTER-MA.GOV
Map -Lot 12-70-0
Amy von Hone
From:
Sent:
To:
Subject:
Amy L. von Hone, RS,CHO
Health Director
Brewster Health Department
Dear Amy,
Fred Emanuelson <f.emanuelson@aol.com>
Thursday, October 13, 2022 12:32 PM
Amy von Hone; treefarm43@aol.com
Setback Requirements for 0 Seamans Lane
In doing my research on setback requirements I came across the article below.
What is the Role of the Municipality and the Applicant in Regards to Minimum Distance Separation
(MDS)?
Generally, municipalities are responsible for ensuring that MDS setbacks are met when reviewing land use
planning applications (e.g. lot creation applications) or building permits. If you are proposing to construct a new
livestock facility or other building, or you are pursuing a land use planning application, such as an official plan
amendment, zoning by-law amendment, or an application to create a new lot, you should contact your local
municipality for questions regarding the implementation of the MDS Formulae in your area.
While municipalities are responsible for ensuring that the requirements of the MDS Formulae are met when
reviewing land use planning applications or building permits, municipalities may implement this requirement in
different ways. Some municipalities will ask an applicant to provide the information necessary for the municipality
to complete the calculation of MDS. In other cases, a municipality may request that an applicant provide a
calculated MDS setback for their review. In this instance, it may be advantageous for an applicant to engage the
services of a land use planning consultant or a nutrient management consultant to undertake the MDS calculation.
MDS II is the municipality's responsibility to verify and enforce. If the actual setback distances are close to those
calculated by MDS II, the building official may require verification of actual distances by a legal survey.
If your proposed project cannot meet the MDS II setback distances, applying to your local municipality for a minor
variance may be an option. However, obtaining a minor variance can be time consuming, and fees may be
required. In addition, there are no guarantees that a minor variance will be granted by the local Committee of
Adjustment.
The FOUR variances that have been requested are not Minor Variances and therefore should not be approved. I believe
that the setback requirements were put into place to not only protect adjacent neighbors but the neighborhood as a whole.
I am confident that the Board of Health will do the right thing and deny the application.
Amy, please share this email with the board members.
Thank you,
Fred &Beth Emanuelson
Amy von Hone
From: Fred Emanuelson <f.emanuelson@aol.com>
Sent: Friday, October 14, 2022 1:22 PM
To: Amy von Hone
Subject: Re: Setback Requirements for 0 Seamans Lane
Hi Amy,
I am not sure what the source of the reference material was other than I googled setback requirements and the article
came up. I tried to find it again today but was unsuccessful. The article spells out clearly that the municipality's
responsibility is to verify and enforce the setback rules that they have established. The variances of 10 feet, 45 feet, 11
feet and 60 feet are not minor variances and may be actually greater than those proposed. Based on this information I feel
confident that you and the Board members will do the right thing and reject the requested application.
Thank you,
Fred
-----Original
From: Amy Amy von Hone <avonhone@brewster-ma.gov>
To: Fred Emanuelson <f.emanuelson@aol.com>
Cc: Tammi Mason <tmason@brewster-ma.gov>
Sent: Fri, Oct 14, 2022 10:43 am
Subject: RE: Setback Requirements for 0 Seamans Lane
Fred and Beth -
In anticipation of questions from the Board, do you the source or reference material you used for the information
submitted below?
Thanks, Amy
Amy L. von
Brewster Health Director
(0) 508.896.3701 X1120
(F) 508.896.4538
From: Fred Emanuelson <f.emanuelson@aol.com>
Sent: Thursday, October 13, 2022 12:32 PM
To: Amy von Hone <avonhone@brewster-ma.gov>; treefarm43@aol.com
Subject: Setback Requirements for 0 Seamans Lane
Amy L. von Hone, RS,CHO
Health Director
Brewster Health Department
Dear Amy,
In doing my research on setback requirements I came across the article below.
What is the Role of the Municipality and the Applicant in Regards to MiniIII
mi Distance Separation (MDS)?
1
' � � %►.DER b�
0
Y
Town of Brewster
2198 MAIN STREET
BREWSTER, MASSACHUSETTS 026314898
PHONE: 508.896.3701 EXT. 1120
FAX: 508.896.4538
brhealthgbrewster-ma. aov
W W W.BREW STER-MA. GOV
AGENDA ITEM UPDATE
Health Department
Amy L. von Hone, R.S., C.H.O.
Director
October 19, 2022
Brewster Farms Tobacco Violations Discussion Summary
Sherrie McCullough, R.S.
Assistant Director
Tammi Mason
Senior Department Assistant
On August 24, 2022, Brewster Farms was subject to an inspection by the Cape Cod Regional Tobacco Control
Program (CCRTCP). At that inspection, the following violations were noted:
• Sale of Delta -8 Products, violation State Regulation 105 CMR 665.110(D) and Brewster Local
Regulations
• Self-service displays, violation of Brewster Local Regulation
• Missing required signage—violation of State Regulation 105 CMR 665.015 and Brewster Local
Regulations, a verbal warning was issued.
History: The violations were the subject of a hearing before the Brewster Board of Health on October 5, 2022,
A which time the proprietor of Brewster Farms, Mr. Saumd Patel, alleged the sale of Delta -8 products did not
constitute a violation of the State or Local regulations because the product did not contain nicotine. He
acknowledged the self-service display did constitute a violation of Brewster Local Regulations.
The hearing was continued by the Board to permit investigation of Mr. Patel's allegations that the sale of
Delta -8 products did not constitute a violation under State or Local regulations.
Additional Information: Delta -8 tetrahydrocannabinol, also known as delta -8 THC, is a psychoactive
substance found in the Cannabis sativa plant, of which marijuana and hemp are. two varieties. Delta -8 THC is
one of over 100 cannabinoids produced naturally by the cannabis plant but is not found in significant amounts
in the cannabis plant. As a result, concentrated amounts of delta -8 THC are typically manufactured from hemp -
derived cannabidiol (CBD).
Source: https://www.fda.gov/consumers/consumer-updates/5-things-know-about-delta-8-
tetrah ydrocann abin ol-delta-8-thc
The sale of Hemp is overseen by the Massachusetts Department of Agricultural Resources (MDAR). While the
sale of retail hemp products is not currently overseen by MDAR, the sale of delta -8 is prohibited generally in
MA.
Is it legal to sell products with delta -8 THC from hemp?
Because delta -8 THC is not naturally occurring in hemp (except for possible trace amounts), to produce delta -8
THC in commercial quantities it must be derived from hemp synthetically. While the Farm Bill did remove hemp
N:\Health\BOH Meeting Notes\BOH Hearing Notes\BOH Hearing Notes 10.21.22.docx
-1-
from the Controlled Substances Act, it did not impact the control status of synthetically derived cannabinoids,
thus delta -8 THC remains a controlled substance, regardless of the source. As a result, we do not allow hemp -
derived delta -8 THC products to be processed or sold in Massachusetts.
Source: https , www mass goy/info-details/Laps-sale-of-hemp-derived-products-in-the-commonwealth#does-
a-retail-establishment-need-a-license-to-sell-hemp-derived-products-under-m. g. L c. -128 -sec -118? -
Contact was made with a representative from the CCRTCP to inquire about the citation for sale of flavored
products. When referenced in Massachusetts state law or local policy options, the term "Tobacco Products"
includes both conventional tobacco products and vape products, and the term "Smoking" includes
conventional smoking of tobacco as well as the use of a vape product. Federal law will explicitly reference
vape products when the law addresses these products. Under the direction of the MDPH, the CCRTCP
considers the sale of any flavored product to be a violation of State Law and is their practice to issue a
violation for the sale of any flavored tobacco or vape product found in a local retail establishment upon
inspection. (reference: Chapter 2, Laying a solid foundation, Tobacco Laws Pertaining to the State of MA,
January 2021).
Brewster Board of Health Regulation Restricting The Sale of Tobacco and Nicotine Delivery Products,
incorporates: The minimum standards required pursuant to Massachusetts state law and regulation ...
including but not limited to M.G.L. chapter 270 regarding sales to those under the minimum legal sales age of
21, tobacco and vaping products including flavored products...
MGL Chapter 270, section 6 "Tobacco product", a product containing, made or derived from tobacco or
nicotine that is intended for human consumption, whether smoked, chewed, absorbed, dissolved, inhaled,
snorted, sniffed or ingested by any other means including, but not limited to, cigarettes, cigars, little cigars,
chewing tobacco, pipe tobacco, snuff, electronic cigarettes, electronic cigars, electronic pipes, electronic
nicotine delivery systems or any other similar products that rely on vaporization or aerosolization; provided,
however, that "tobacco product" shall also include any component, part or accessory of a tobacco product;
and provided further, that "tobacco product" shall not include a product that has been approved by the
United States Food and Drug Administration for the sale of or use as a tobacco cessation product and is
marketed and sold exclusively for the approved purpose.
105 CMR 665.005 Tobacco Product means a product containing, made or derived from tobacco or nicotine
that is intended for human consumption, whether smoked, chewed, absorbed, dissolved, inhaled, snorted,
sniffed or ingested by any other means including, but not limited to, cigarettes, cigars, little cigars, chewing
tobacco, pipe tobacco, snuff, electronic cigarettes, electronic cigars, electronic pipes, electronic nicotine
delivery systems or any other similar products that rely on vaporization or aerosolization regardless of nicotine
content in the product; provided, however, that "tobacco product" shall also include any component, part or
accessory of a tobacco product; and provided further, that "tobacco product" shall not include a product that
has been approved by the United States Food and Drug Administration for the sale of or use as a tobacco
cessation product and is marketed and sold exclusively for the approved purpose.
Discussion:
- 15Y vs. 2nd violation regarding self-service displays (unlocked humidor)
- BOH jurisdiction over Delta -8 Products
- Violation fines and suspension of license
N:\Health\BOH Meeting Notes\BOH Hearing Notes\BOH Hearing Notes 10.21.22.docx
-2-
0 s`�OF
2 k
FFB.RPO
September 23, 2022
Town of Brewster
2198 MAIN STREET
BREWSTER, MASSACHUSETTS 02631-1898
By Certified Mail and Regular Mail
Mr. Saumil Patel
2771 Main Street
Brewster, MA 02631
PHONE: 508.896.3701 EXT. 1120
FAX: 508.896.4538
brhcalth@brewstei-ma..gov
W W W.BREWSTER-MA.GOV
RE: Notice of Violation —Retail Sale of Tobacco Products
Brewster Farms Quick Pic, 2771 Main Street, Brewster, MA
Dear Mr. Patel:
Health Department
Amy L. von Hone,
Director
Sherrie McCullough, R.S.
Assistant Director
Tammi Mason
Senior Department Assistant
The Brewster Health Department has been informed by the Cape Cod Regional Tobacco
Control Program that a compliance check of your establishment by same was conducted on
August 24, 2022 and three violations of the state and town tobacco regulations were observed.
(See enclosed Tobacco Compliance Check Form).
Per the Brewster Board of Health Regulation Restricting the Sale and Use of Tobacco Products
& Nicotine Delivery Products and MA 105 CMR 665.000: Minimum Standards for Retail Sale of
Tobacco and Electronic Nicotine Delivery Systems:
Brewster Regulation Section H/MA 105 CMR 665.010 (D): Sale of Flavored Tobacco
Products Prohibited
Flavored Delta -8 Products were available for sale
Brewster Regulation Section M: Self -Service Displays and MA 105 CMR 665.010 (B)
Sale of Tobacco Products and Electronic Nicotine Delivery Systems
The humidor was unlocked
Please also make note, a verbal warning was issued regarding missing signage and any future
violations will be reported to the Health Department.
Per our records, these current violations qualify as a first violation. The last violation on
record occurred on November 6, 2020 (prior to the effective date of the current
regulations).
Per the Brewster Board of Health Regulation Restricting the Sale and Use of Tobacco Products
& Nicotine Delivery Products:
Section S (2) (a): In the case of a first violation under state regulations, a fine of one
thousand dollars ($1000.00) may be imposed. (Sale of Flavored Tobacco Products)
- Section S (3) (a): In the case of a first violation under local regulations, a fine of one hundred
dollars ($100.00) maybe imposed. (Self-service Humidor unlocked)
N:\Health\Violation Notices\Tobacco\Brewster Farms\Brewster Farms 2022\BrewsterFarmsQuickPicTobaccoViolation08.24.22.doc
Please be advised that the Board of Health will discuss these violations at their meeting
scheduled for October 5, 2022 at 7:00 pm to determine whether you have violated the terms of the
local and state tobacco regulations listed above, and to impose sanctions and/or fines as deemed
appropriate. The Hearing will be held via remote video streaming only. Information for logging into and
participating in the hearing will be provided prior to the hearing.
Please confirm via phone or email (brhealth _brewster-ma.gov ) your receipt of this letter
and your attendance at the Board of Health meeting by either you or your representative.
Please do not hesitate to contact this office with any questions at 508-896-3701 X1120.
Sincerely,
Amy L. von Hone, R.S., C.H.O.
Health Director
Enclosure
cc: Cape Cod Regional Tobacco Control Program
file
Regular Mail
Certified Mail
N:\Health\Violation Notices\Tobacco\Brewster Farms\Brewster Farms 2022\BrewsterFarmsQuickPicTobaccoViolation08.24.22.doc
P0 S T'•' TOOLS COUNTER
POINT OF SALE TOOLKIT ♦♦ "�
Violation visit #1067890 summary:
Retailer info:
• Retailer name: Brewster Farms
• Address line 1:2771 Main St
• Address line 2:
• City, State: Brewster, MA
• Zip: 02631-1948
Submission info:
• Survey Submitted Date: Aug 24, 2022
• Survey Submitted Time: 2:48:00 PM America/New York ((UTC -0400))
• Visit Completed By: Bob Collett (# 821)
Visit info:
• If violations were found, check all that apply: Missing signage, Flavored products or flavor
enhancers (including mint/menthol flavors) sold, Other (please specify)
• Specify other violation: Unlocked Humidor
• What action was taken? Check all that apply Referral given to another agency (e.g.
Department of Revenue, Attorney Generala€T^^s office, local Board of Health)
• Specify other fine:
• Employee/merchant name:
• Employee/merchant title: Owner
• Enter field notes Several Flavored Delta -8 vape products for sale. Humidor is unlocked
Visit link: htt
p://mass.countertools.org/educatioN1067890
PDF generated on: Aug. 31, 2022
Brewster Farms
Tobacco Violations
February 13, 2019- Inspection by County revealed - Juul Pods on
counter for sale, cigars on top of Humidor for self-service,
Humidor unlocked.
March 7, 2019 —BOH voted to fine them $100 as it was their first
violation.
November 6, 2020 —Inspection by County revealed - No signage
present, Humidor was unlocked, Fronto King Blunt Wraps for sale
December 2, 2020 —BOH did not fine Brewster Farms. They
agreed that the legality of the Fronto King Blunt Wraps was not
clear with regards to flavored tobacco prohibitions (the BOH
agreed to let them remove the Blunt Wraps and notify their
supplier), The Humidor was to be relocated behind the self-
service counter where it was inaccessible to the public or must
always remain locked. If another violation occurred prior to
February 13, 2021, Brewster Farms would be subject to a fine and
the Tobacco permit would be suspended for 7 days.
August 24, 2022 —Inspection by County revealed -Missing
i
sgnage, flavored products, or flavor enhancers (including
mint/menthol flavors) were being sold, Humidor was unlocked
Brewster Farms Tobacco Violations
Violations were:
Section H —Flavored Tobacco product or Flavored Tobacco product enhancers (STATE VIOLATION)
Section M —Self Service Displays (including Humidors) (TOWN VIOLATION)
Section D —Tobacco Sales to persons under 21 years old: #2 Required Signage- Brewster Farms was given a
verbal warning by inspector (not technically reported to BOH)
The current Tobacco Regulations went into effect on September 15, 2021.
The last violation by Brewster Farms was November 6, 2020, before these went into effect.
The latest violation was August 24, 2022.
According to the new regulations, this would be a 1St offense by Brewster Farms. Which, under the State would
be a $1,000 fine for the violation of selling flavored tobacco/flavored enhancers
This would also be a 1St offense by Brewster Farms for the Humidor being unlocked, which under Local
regulations would be a $100 fine.
If the Board is going to include the 2020 violations (before regulations went into effect), the STATE violation
would be a 2"d one and would be a $2000 fine and their permit would be suspended for 7 consecutive business
days.
If the Board is going to include the 2020 violations (before regulations went into effect), the TOWN violation
would be a 2"d one and would be a $200 fine and their permit would be suspended for 7 consecutive business
days.
The Board of Health must provide writt
en notice of intent to revoke a Tobacco Product Sales Permit, which
shall contain the reason therefor and establish a date for a hearing, which date shall be no earlier then 7 days
after date of said notice. The permit holder or its business agent shall have an opportunity to be heard at such
hearing and shall be notified of the Board of Health's decision and the reason therefor in writing. After a
hearing, the Board of Health shall suspend or revoke the Tobacco Product Sales Permit if the Board find that a
violation of this regulation occurred. All tobacco products, as defined in the regulations shall be removed from
the retail establishment upon suspension or revocation of the Tobacco Product Sales Permit. Failure to
remove all tobacco products as defined in the regulations shall constitute a separate violation of the regulation.
Compiled by Tammi Mason on September 6, 2022
Received: /4 ��> 2 LPaid:
Abutter Deadline:
Date:
10/3/2022
TOWN OF BRFWSTFR
2198 MAIN STREET
BREWSTER, MA 02631
PHONE: (508) 896-3701 EXT 1120
FAX: (508)896-4538
B ,HEALTHa,BREWSTER-MA.GOV
�V�VN.BRER'STER-MA.GOV
SUBJECT PROPERTY ADDRESS: 40 Elbow Pond Drive
Map: 19 Parcel: s8
LC Plan:
Name of Applicant: Robert D. C
Lot:
OFFICE Or
HEALTH DEPARTMENT
Application for Board of Health Variances
❑In -House Local Upgrade Approval [OPublic Hearing
Book: 35339 page;109
38
Mailing Address: 9817 SW 95 Loop, Ocala, FL 34481
Telephone # 904-473-7944
Owners) of Record ; Same
Mailing Address:
Email: rdchristy@aol.com
Design Engineer/Sanitarian: John O'Reilly, P.E., P.L.S.
Mailing Address: P.O. Box 1773, Brewster, MA 02631
Telephone #: 508-896-6601
LC Certificate:
Firm/Company Name: J•M. O'Reilly &Associates, Inc.
Ercall address: loreilly@jmoreillyassoc.com
Signatu
or Engineer
New Construction ❑Voluntary Upgrade ❑Addition/Alteration � Failed system Ca Real Estate Transfer ❑
Design flow of existing system: 330 GPD
Design flow of proposed system: 37o GPD
Reason for failure: CLOGGED SAS
Total sewage flow of site: 330 GPD
Conservation Commission approval required: yes Elno 10
Order of Conditions/Det. Of Applicability attached El
z
Total lot size (so:
15,455 SF
Date of ConCom hearing:
� icF .,f SII \/�ri�nroc frnm Ctaf'Ea and 1 Heal nnrlPc II"add sheets if neededl
TITLE 5 Sec. #:
Brewster Reg. #: Description of Variance(s)
Descri tion of Variance s
310 CMR 15.211
SAS IS NOT 10 FEET FROM PROPERTY LINE, 5 FOOT VARIANCE REQUESTED
310 CMR 15.255
5 FOOT SOIL REMOVAL NOT PROVIDED, 2 FOOT VARIANCE IS REQUESTED
300' POND SETBACK
SAS NOT 300 FEET FROM ELBOW POND, 116 FOOT VARIANCE IS REQUESTED
Approved by:
Health Department
N:\Health\BOH regs\InHouse Septic Local Upgrade Approval 2019\Varianceapplication FINAL NONFILLABLE FORM 12.18.19.docx
SECTION 5.2
ADJUSTMENT NOT PER FRIMPTER METHOD AS REQ'D. ADJUSTMENT WAS MADE USING BORDERING VEGETATED WETLAND TO ELBOW POND.
300' POND SETBACK
SAS NOT 300 FEET FROM ELBOW POND, 116 FOOT VARIANCE IS REQUESTED
Approved by:
Health Department
N:\Health\BOH regs\InHouse Septic Local Upgrade Approval 2019\Varianceapplication FINAL NONFILLABLE FORM 12.18.19.docx
J.M.. OREILLY & ASSOCIATES, INC.
PROFESSIONAL ENGINEERING, LAND SURVEYING & ENVIRONMENTAL SERVICES
Site Development • Property Line • Subdivision •Sanitary
312022
Brewster Board of Health
Attn: Amy von Hone
2198 Main Street
Brewster, MA 02631
Land Court • Environmental Permitting
JMO-9340
RE: Depth Variance Request— In -House
40 Elbow Pond Drive, Brewster, MA (Assr's Map 19, Parcel 38)
Owner: Robert D. Christy (Formerly Hall Property)
Dear Board Members,
t
2442
BRE' r�_:..�i L[ [,..�
c r
On behalf of our client, Robert D. Christy (and formerly Mr. Hall), J.M. O'REILLY &ASSOCIATES, INC. is
requesting the Board of Health to review and approve the following requested variances for the
replacement of an existing failed leach trenches with a new Soil Absorption System (S.A.S.) (existing septic
tank to remain in use). No change in design flow is proposed. No additions or alterations to the existing
Melling are proposed.
State and
Local
Variances Requested:
Variances:
310
CMR —15.211—
Setbacks
• Soil Absorption System (SAS) is not 10 feet from Property Line;
0 5 feet provided, 5 foot variance requested
Variance: 310 CMR 255 -Construction In Fill
• 5 foot Soil Removal Not Provided
0 3 foot removal provided, 2 foot variance requested.
Local Requirements:
Pond Setback:
• SAS is not 300 feet from Pond (Edge of BVW)
0 184 feet provided, 116 foot variance requested.
Groundwater Adjustment:
• Estimated High Groundwater was not determined by using the Frimpter Method (Cape Cod Index
Wells)
0 3.4 foot separation provided, 3.9 foot variance requested
Our office was originally engaged by Mr. Hall, the former owner of the locus property, at the end of June
to complete the sewage system design plans. Mr. Christy and his family took possession of the property
in August 2022. The sewage system was inspected, prior to the sale, and was deemed to have failed due
to high water levels within the distribution box.
The existing dwelling is athree-bedroom dwelling, constructed in 1988, and is currently served by a 1000 -
gallon septic tank and a two leach trenches. The property, like the surrounding parcels is served by a
private well. The Locus well is located in the southeast corner of the parcel and is currently over 100 feet
from the existing leach trenches. Soil testing found clean medium to coarse grain sands down to a depth
1573 MAIN STREET, P.O. BOX 1773 BREWSTER, MA 02631 'PHONE: (508) 896-660I •FAX:
(508) 896-66oa
WWW.JMOREILLYASSOC.COM
of 125 inches (10.4 feet, EL=24.6). Groundwater was encountered and was found standing at 116 inches
(9.7 feet, EL=25.4).
As shown on the enclosed Plan, the proposed repair of the failed leaching facility includes the installation
of a new distribution box and a 50' x 10' x 6" leach field. The proposed SAS is positioned to meet the 100
foot setback to the locus and the surrounding drinking water wells. The SAS is proposed to require a 5
foot variance to the property line. The property line setback is needed to provide the well setback
distances.
The SAS is proposed to be 5 feet above a 3.4 adjustment to the groundwater encountered during the soil
testing. The determination of the proposed adjustment was determined by reviewing the elevation of
the Bordering Vegetated Wetland to Elbow Pond and adding 6 inches. Based on the hydrology of the
wetland and the elevations of the hydric soils within the soil of the vegetated wetland, the proposed
adjustment represents a more accurate adjustment to the groundwater than the CCC Index Well
procedure.
The water level adjustment, using the CCC Index Well Procedure, is determined to be 7.3 feet above the
groundwater encountered during the soil test or elevation 32.7. For the CCC Index Well protocol to be
accurate, the groundwater would need to be 4.4 feet above the level of the vegetated wetland.
The soil removal variance is to allow the field to be installed without having to reset the 6 foot stockade
fence along the property line. The limited soil removal will not impact the operation or capacity of the
SAS since the field gains its capacity from the bottom area openly.
The pond setback variance is being requested since the entire lot is within the 300 foot Buffer to the Pond.
However, based on the Brewster Pond Atlas and the Harwich and Brewster Water table Map, the parcel
appears to be down gradient from Elbow Pond. The proposed 184 foot setback from the Pond will provide
a sufficient distance from phosphorus from entering the Pond.
Enclosed please find six (6) copies of the Sewage Disposal System Design Plan, Pond Atlas, Brewster -
Harwich Water Table Map, a copy of the certified abutters list, and a copy ofthe letter sent to the abutters,
Maps & Filing fee of $75.00.
A representative from our office will attend the public hearing on October 19, 2022. If you have any
questions prior to the hearing please do not hesitate to call me directly.
Very truly yours,
J.M. O'REILLY &ASSOCIATES, INC.
John M. O'Reilly, P.E., P.L.S.
Principal
CC: Client
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Primary Resource Areas:
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Depa tment of Environmental Protection and EOEA MassGIS 2010
Cape Cod Commission Water Resources Staff, and various private
Public Supply Wells
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determined from digital parcel and assessorsdata and digital Mac
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contact gis@capecodmmmission.org.
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CAPE COD
COi<�If�.�IISSION
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Iaegional Policy Plan (Effective Januar
Amended"w Effective July 3, 2(
Amended 11'"Effective June 18, 2
Primary Resource Areas:
Wellhead Protection Areas
Identified Wellhead Protection Areas: (Zones of Contribution),
Depa tment of Environmental Protection and EOEA MassGIS 2010
Cape Cod Commission Water Resources Staff, and various private
Public Supply Wells
r Public Water Supply Well
Small Volume Wells, Non -Transient
c Small Volume Wells, Transient
o Proposed Public Water Supply Well
O Surface Water Supply
Locations of public community surface and groundwater supply s(
public non -community supply sources. Department of Environmer
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Potential Water Supply Areas
Potential Public Water Supply Tracts: From the "Priority Land
Acquisition Assessment Project' (PLAAP), June 1999, updated tut
Lower Cape data from the Lower Cape Water Quality Task Force,
`:�� � ;�j Freshwater Recharge Areas
Freshwater Recharge Area: Areas shown are those identified TO I
(see reports 2004-5014 and 2004-5181), the Massachusetts Estui
the Cape Cod Commission Water Resources Staff, 2008.
Water Quay Impaired Areas:
Developed Areas
Development such as medium and high density residential, multi I
unsewered residential lots less than 20,000 square feet, commerc
industrial areas determined from digital parcel and assessors' dati
landuse: 1999. Created by UMass-Amherst Resource Mapping Pro
with the EOEA MassGIS project and the Cape Cod Commission.
Potential Plumes fr
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Potential Plumes from Waste Site Areas: Created from private cor
the Air Force Center for Engineering and the Environment and the
Commission Water Resources Staff.
Waste Site Areas
Areas that include landfills, septage, and wastewater treatment pl
determined from digital parcel and assessorsdata and digital Mac
1999. Created by the UMass-Amherst Resource Mapping Project
in cooperation with the EOEA MassGIS project and the Cape Cod
Water Quality Improvement Areas:
Water Quality Impaired Areas that are located in Primary
Resourc
This Map was produced by the Cape Cal Commission's Geograp
information system Oeparbnent for the Regional Policy Plan upc
effective ]anuary 16, 2009, with any amendments listed belov
Data amendments effective ]uly 3, 2009 including DEP Zone L
DEP Public Supply Wells, and the Cape Cod Commission PLAA
Data amendments effective June 18, 2010 including Wellheal
Protection Areas and DEP Public Supply Wells,
The Cape Cod Commision is a division of Barnstable County.
Corrections are welcome at the Cape Cod Commission office c
contact gis@capecodmmmission.org.
This map is illustrative and all depicted boundades are approbmab
Intended for planning Purposes only -- not site specific purpos
CAPE COD
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SEPTEMBER 21 THROUGH OCTOBER 22,1987
Davis,
1992
WATER- SOURCE$M'ESTGATIONS REPORT
BREWSTER BOARD OF HEALTH PUBLIC HEARING NOTICE
Date: 10/3/2022
Re: 40 Elbow Pond Drive
Subject Address
Dear Abutter:
ap; 19
LOt: 38
CERTIFIED MAIL RETURN RECIEPT
REQUESTED
A public hearing has been scheduled for the Brewster Board of Health to take action on an application
for variances from the regulations of the Massachusetts Department of Environmental Protection, Title
5, and/or the Town of Brewster Regulations for Subsurface Disposal of Sewage. The following variances
are requested:
List of all variances from State and Town Codes
Title 5, Sec. #
Description of variances)
310 CMR 15.211
SAS IS NOT 10 FEET FROM PROPERTY LINE, 5 FOOT VARIANCE REQUESTED
310 CMR 15.255
5 FOOT SOIL REMOVAL NOT PROVIDED, 2 FOOT VARIANCE IS REQUESTED
SETBACK
SAS NOT 300 FEET FROM ELBOW POND, 116 FOOT VARIANCE IS REQUESTED
Brewster Reg. #
SECTION 5.2
Description of variances)
ADJUSTMENT NOT PER FRIMPTER METHOD AS REQ'D. ADJUSTMENT WAS MADE USING BORDERING VEGETATED WETLAND TO ELBOW PON
300' POND
SETBACK
SAS NOT 300 FEET FROM ELBOW POND, 116 FOOT VARIANCE IS REQUESTED
Said hearing will be held at the Brewster Town Offices, 2198 Main Street, Brewster, on October 19, 2022
at 7:00 p.m.
The application and plans are available for review at the Brewster Health Department, Brewster Town
Offices, 2198 Main Street, Brewster, MA, Monday through Friday (excluding holidays) from 8:30 a.m. to
4:00 p.m.
Sincerely,
John O'Reilly, P.E., P.L.S. (J.M. O'Reilly &Associates, Inc.)
Applicant/Representative
CC: Brewster Health Department
N:\Health\BOH regs\InHouse Septic Local Upgrade Approval 2019\Publichearingabutternotification NONFILLABLE FORM 12.11.19.docx
Certified by.
TOWN OF BREWSTER, MA
BOARD OF ASSESSORS lames M. Gallagher, MAA
2198 Main Street Brewster, MA 02631 Deputy Assessor
Abutters List Within 65 feet of Parcel 19/38/0
19132/0
9 POND. DR E
9/33
1 3910 1913410
18 EL O . POND.
40 EL IV E BOW. POND DRN
1913710 19/35/0
BOW. PO E BOW. POND IVE
N 80 0 80 ft
Key Parcel ID Owner Location Meiling Street Mailing City
9 /1 512 0 2 2 Page 1
ST
ZipCdlCountry
8599
19-32-0-R
DRISCOLL DANIEL J 8 SHEILA M TRUSTEE
29
ELBOW
POND
DRIVE
41
LILLY LANE
DEDHAM
MA
02026
(51.69)
DRISCOLL FAMILY TRUST
8600
19-33-0-E
C & F DEVELOPERS
0 BEACH
SLOUGH ROAD
BREWSTER
MA
02631
(51-09-1)
8593
19-34.0 R
MARTIN JOHN H & SHARON J
45
ELBOW
POND
DRIVE
45
ELBOW POND DRIVE
BREWSTER
MA
02631
(51.64)
8594
19-35-0-R
FIORE PAUL & TO[
51
ELBOW
POND
DRIVE
51
ELBOW POND DRIVE
BREWSTER
MA
02631
(51-65)
8595
19-37-0-R
STOWE RICHARD C & FABIANO-STOWE
54
ELBOW
POND
DRIVE
54
ELBOW POND DRIVE
BREWSTER
MA
02631
(51-66)
MARYELLEN
8596
19-38-0-R
HALL JOHN W & JOAN FLAHERTY
40
ELBOW
POND
DRIVE
9817 SW 95 LOOP
OCALA
FL
34481
(51.67)
C/O CHRISTY ROBERT D
8597
1939-0-R
TRULL CAROL DENNIS
18
ELBOW
POND
DRIVE
18
ELBOW POND DRIVE
BREWSTER
MA
02631
(51-68)
9 /1 512 0 2 2 Page 1
19-32-0-R 19-33-0-E 19-34-0-R
DRISCOLL DANIEL J & SHEILA M TRUSTEE:
DRISCOLL FAMILY TRUST
41 LILLY LANE
DEDHAM, MA 02026
19-35-0-R
FIORE PAUL & TOI
51 ELBOW POND DRIVE
BREWSTER, MA 02631
19-39-0-R
TRULL CAROL DENNIS
18 ELBOW POND DRIVE
BREWSTER, MA 02631
C & F DEVELOPERS
SLOUGH ROAD
BREWSTER, MA 02631
19-37-0-R
STOWE RICHARD C & FABIANO-STOWE
MARYELLEN
54 ELBOW POND DRIVE
BREWSTER, MA 02631
MARTIN JOHN H &SHARON J
45 ELBOW POND DRIVE
BREWSTER, MA 02631
HALL JOHN W &JOAN FLAHERTY
C/O CHRISTY ROBERT D
9817 SW 95 LOOP
OCA LA, FL 34481
19-38-0-R
ws
�N E.4UElq A� t�
Town of Brewster
2198 MAIN STREET
BREWSTER, MASSACHUSETTS 02631-1898
PHONE: 508.896.3701 EXT. 1120
FAX: 508.896.4538
brhealth gbrewster-ma.gov
W W W.BREW STER-MA.GO V
AGENDA ACTION ITEM FORM
BOH Variance Agenda Item
In -House Local Upgrade Approval
Other.
Board of Health Meeting Date: October 19, 2022
Project Location: 40 Elbow Pond Drive Map & Parcel:
Owner's Name & Address: Robert D. Christy
9817 SW 95 Loop
Ocala, FL 34481
Applicant: Robert Christy, 9817 SW 95 Loop, Ocala, FL 34481
Date Requested: October 3, 2022
Title 5 Variance Request: YesO No❑
19/3 8
Health Department
Amy
,von one,
Director
Sherrie McCullough, R.S.
Assistant Director
Tammi Mason
Senior Department Assistant
Board of Health Variance Request: YesO No❑Pond Setback — BVW 100'/Pond 300'
Other: Yes ❑ No ❑
1. In Zone II/DCPC and Private Well
2. In ESA— Site within 300' of Wetland (Elbow Pond), Zone II/DCPC/Private Well
3. Title 5 Inspection Report for a Real Estate Transfer dated June 28, 2022
Health Director's Comments:
1. The property consists of an existing 3 -bedroom dwelling serviced by a private well and a 1987
Title 5 septic system consisting of a 1000 -gallon septic tank, d -box, and two 20'L x 3' W x 1 'D
trenches designed and approved for 3 bedrooms.
2. The lot is subject to septic flow restrictions per the Brewster Environmentally Sensitive Areas
(ESA): 1 bedroom per 10,000 sf of land area. The existing lot is 15,445+/- sf which is
grandfathered for the existing 3 -bedroom dwelling but is undersized for any additional flow.
3. Per the engineered site and sewage plan, the leaching facility is approximately 184' from the
edge of Elbow Pond/Bordering Vegetated Wetland.
N:\Health\BOH Meeting Notes\BOH Hearing Notes\40 Elbow Pond Drive M19P38 Agenda.Variance Action Item Form 10.12.22.docx
4. Map References:
Cape Cod Water Resources Classification Map I, 6/18/2010 (Map referenced in approved
BOH Regulation Regarding Variance Requests for On -Site Sewage Disposal System
Applications): lot and septic system are not located within the Freshwater Recharge Area.
Water Resource Atlas Fresh Water Ponds, Brewster MA: the proposed septic system is
located outside the proposed septic system setback delineated boundary.
Water -Table Map of Brewster and Harwich, 1987 (Map referenced in approved BOH
Regulation Regarding Variance Requests for On -Site Sewage Disposal System
Applications): groundwater is flowing Southerly and Southwesterly, and the proposed septic
system is located downgradient of the pond.
5. The following variances are requested.
Title 5.
a. 15.211: 5' variance, proposed 5' separation between the SAS facility and property line
b. 15.255: 2' variance, proposed 3' soil removal around leach facility
Town of Brewster:
a. Reg. 11 Real Estate Transfer Regulation, Sect. 5.2: 3.9' variance, proposed 3.4' Frimpter
Groundwater Adjustment proposed
b. Reg. 19 Leach Facility Setback Regulation: 116' variance, proposed 184' separation
between the SAS facility and Elbow PondBVW
6. Minimum Recommended Conditions:
a. Maximum 3 Bedrooms, no additional bedrooms allowed without further BOH review. A
copy of the BOH Approval Letter to be recorded at the Barnstable County Registry of
Deeds prior to issuance of the Certificate of Compliance upon completion of the septic
system installation. A copy of the recorded letter to be placed on file at the BOH.
b. Variance will expire one (1) year from the date of the BOH Approval.
c. Existing Well must be tested and sample results submitted to the Health Department prior
to the issuance of a Title 5 Installation Permit.
N:\Health\BOH Meeting Notes\BOH Hearing Notes\40 Elbow Pond Drive M19P38 Agenda.Variance Action Item Form ]0.12.22.docx
r
D
NO
vy
LLP" i FqQ 40 P4
F 8 RPO IR IO
i,..
0
Town of Brewster
Health Department
2198 Main Street
(508) 896-3701 Ext. 120
Brewster, Massachusetts 02631-1898
FEE: $25.04 FAX (508) 896-4
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
APPENDIX
BREWSTER REGULATION
Map_lLot _
Property Address `i!`_ �Lfitlt.s; ��Fl(i l,lUt
Owner Address: Name of Inspector: MtWRRA L E. C4�srk 71C�
ep Company Name, Address & Phone Number:
lvr rruu,eciv'ntrnlTA� tt'C � ao�,c.�c�N �� Gur;i��o�c AA y1t7�}i
Date of Inspection: 2
This iatspcction res
repents (check one) (t Real Estate Transfer O Additiowalteration
A) S�+stern Passes
13) S�+stem Conditionally Passes
_ ___•Septic tank covers are more than 12 inches below the finished grade
C) t'uritutr evaluaticm is required by the Board of Health
Rec:ords show excessive pumping three or more times within any eighteen (t8) month period for residential or
Commercial property; except fir required grease trap maintenance for commercial property.
The leaching facility or facilities are located within 300 feet of a pond or lake
�D System Fails (Brewster Real Estate Transfer requirements)
V The s) rstem is in a state of disrepair such that it cannot function as it was originally intended;
foot protective zone between the bottom of the system and the groundwater;
The lack of a 4
Any other problem as defined by the Board of Health or its Director;
-'—onsists of a single cesspool, or cesspools.
The sewage disposal system c
therein This inspection
reflects ti
this report based on the information contained stem.
********* e condition of said system
and accepted
tic, Hn«,.tet- Health Department has reviewed a
,- ndition of the Sanitary System and isnot any guarantee as to the life or tur
co
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster MA 01631 June 28, 2022
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.
A. Inspector Information
1. Inspector:
Michael DeCosta, Jr.
Name of Inspector
Wind River Environmental
Company Name
46 Lizotte Drive Suite 1000
Company Address
Marlborough MA 01752
City/Town State Zip Code
508-400-8083 SI 13230
Telephone Number License Number
B. Certification
I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR
15.000); I have personally inspected the sewage disposal system at the property address listed above; the information
reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed
based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.
After conducting this inspection I have determined that the system:
❑ Passes
❑ Conditionally Passes
❑ Needs Further Evaluation by the Local Approving Authority
Q Fails
f
June 28, 2022
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 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.
Please note: 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.
t5ins.doc � rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System � Page 1 of 18
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster
City/Town
C. Inspection summary
MA
State
01631
Zip Code
Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6.
1) System Passes:
June 28, 2022
Date of Inspection
❑ 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:
2) 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)
l5ins.doc � rev. 7/26/2018 Title 5 Official Inspection Fonn: Subsurface Sewage Disposal System � Page 2 of 16
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster
CitylTown
MA
State
C. Inspection summary (cont.)
2) System Conditionally Passes (cont.):
01631
Zip Code
June 28, 2022
Date of Inspection
❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if
pumps/alarms are repaired.
❑ Observation of sewage backup or break out or high static water level in the distribution box due to
broken or obstructed pipes) or due to a broken, settled or uneven distribution box. System will pass
inspection if (with approval of Board of Health):
❑ broken pipes) 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 pipes) are replaced
❑ obstruction is removed
❑ Y ❑ N ❑ ND (Explain below):
❑ Y ❑ N ❑ ND (Explain below):
3) 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.
a. 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:
Title 5 Official Inspection Form:
Subsurface Sewage
Disposal
Syslem �
Page 3 of 18
l5ins.doc � rev. 7/26/2018
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster
City/Town
MA
State
C. Inspection summary (cont.)
❑ Cesspool or privy is within 50 feet of a surface water
01631
Zip Code
June 28, 2022
Date of Inspection
❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
b. 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.
c. Other:
4) System Failure Criteria Applicable to All Systems:
You must indicate "Yes" or "No" to each of the following for all inspections:
Yes No
Q ❑ Backup of sewage into facility or system component due to overloaded or clogged SAS
or cesspool
❑ [.7� Discharge or ponding of effluent to the surface of the ground or surface waters due to
an overloaded or clogged SAS or cesspool
Title 5 Official Inspection Form:
Subsurface Sewage
Disposal
System �
Page 4 of 18
t5ins.doc � rev. 7/26/2018
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster MA 01631 June 28, 2022
City/Town State Zip Code Date of Inspection
C. Inspection summary (cont.)
4) System Failure Criteria Applicable to All Systems: (cont.)
Yes No
Q ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or
clogged SAS or cesspool
❑ Q Liquid depth in cesspool is less than 6" below invert or available volume is less than'/z
day flow
❑ Q Required pumping more than 4 times in the last year NOT due to clogged or obstructed
pipe(s). Number of times pumped:
❑ Q Any portion of the SAS, cesspool or privy is below high ground water elevation.
❑ Q Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary
to a surface water supply.
❑ Q Any portion of a cesspool or privy is within a Zone 1 of a public well.
❑ Q Any portion of a cesspool or privy is within 50 feet of a private water supply well.
❑ Q 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.]
❑ Q The system is a cesspool serving a facility with a design flow of 2000gpd-10,000gpd.
Q ❑ 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.
5) 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 C.4.
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
Title 5 Official Inspection Form: Subsurface Sewage Disposal Syslem � Page 5 of 18
t5ins.doc � rev. 7/26/2018
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster MA 01631 June 28, 2022
City/Town State Zip Code Date of Inspection
C. Inspection summary (cont.)
If you have answered "yes" to any question in Section C.5 the system is considered a significant threat, or
answered "yes" in Section C.4 above the large system has failed. The owner or operator of any large system
considered a significant threat under Section C.5 or failed under Section C.4 shall upgrade the system in
accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the
Department.
6. You must indicate "yes" or "no" for each of the following for all inspections:
Yes No
Q ❑ Pumping information was provided by the owner, occupant, or Board of Health
❑ Q Were any of the system components pumped out in the previous two weeks?
Q ❑ Has the system received normal flows in the previous two week period?
❑ Q Have large volumes of water been introduced to the system recently or as part of this
inspection?
Q ❑ Were as built plans of the system obtained and examined? (If they were not available
note as N/A)
Q ❑ Was the facility or dwelling inspected for signs of sewage back up?
Q ❑ Was the site inspected for signs of break out?
Q ❑ Were all system components, excluding the SAS, located on site?
Q ❑ 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?
Q ❑ 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:
0 ❑ Existing information. For example, a plan at the Board of Health.
Q ❑ 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)]
Title 5 Official Inspection Form:
Subsurface Sewage
Disposal
Syslem �
Page 6 of 18
t5ins.doc � rev. 7/26/2018
r
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster MA 01631 June 28, 2022
City/Town
State
Zip Code
Date of Inspection
D. System Information
1. Residential Flow Conditions:
Number of bedrooms (design): 3 Number of bedrooms (actual)
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x # of bedrooms):
Description:
Number of current residents:
Does residence have a garbage grinder?
Does residence have a water treatment unit?
If yes, discharges to:
Is laundry on a separate sewage system? (Include laundry system inspection
information in this report.)
Laundry system inspected?
Seasonal use?
Water meter readings, if available (last 2 years usage (gpd)):
Detail:
Well Water
Sump pump?
Last date of occupancy:
l5ins.doc � rev. 7/26/2018
3
330 GPD
2
❑ Yes Q No
❑ Yes Q No
❑ Yes Q No
❑ Yes Q No
❑ Yes Q No
Well Water
❑ Yes Q No
current
Date
Title 5 Official Inspection Form: Subsurface Sewage Disposal Syslem � Page 7 of 18
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster
City/Town
MA
State
D. System Information (cont.)
2. Commercial/Industrial Flow Conditions:
Type of Establishment:
Design flow (based on 310 CMR 15.203):
Basis of design flow (seats/persons/sq.ft., etc.):
Grease trap present?
Water treatment unit present?
If yes, discharges to
Industrial waste holding tank present?
Non -sanitary waste discharged to the Title 5 system?
Water meter readings, if available:
Last date of occupancy/use:
Other (describe below):
01631
Zip Code
Gallons per day (gpd)
Date
June 28, 2022
Date of Inspection
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
General Information
3• Pumping Records:
Source of information: Wind River Environmental last pumped on 11/01/2021.
Was system pumped as part of the inspection? ❑ Yes Q No
If yes, volume pumped:
gallons
How was quantity pumped determined?
Reason for pumping:
Title 5 Official Inspection Form:
Subsurface Sewage
Disposal
System �
Page 8 of 18
t5ins.doc � rev. 7/26/2018
r
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster
City/Town
MA
State
D. System Information (cont.)
4. Type of System:
01631
Zip Code
Q Septic tank, distribution box, soil absorption system
❑ Single cesspool
❑ OverFlow cesspool
❑ Privy
June 28, 2022
Date of Inspection
❑ 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):
Approximate age of all components, date installed (if known) and source of information:
1987 per plans
Were sewage odors detected when arriving at the site? ❑ Yes Q No
5• Building Sewer (locate on site plan):
Depth below grade: 1.6
Material of construction:
❑ cast iron Q 40 PVC ❑ other (explain):
Distance from private water supply well or suction line:
feet
122'
feet
Comments (on condition of joints, venting, evidence of leakage, etc.):
All the joints are sealed and there are no leaks.
t5ins.doc � rev. 7 /2612 01 8 Title 5 Official Inspection Form: Subsurface Sewage Disposal System � Page 9 of 18
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster
MA
01631
CitylTown State Zip Code
D. System Information (cont.)
6. Septic Tank (locate on site plan):
Depth below grade: 0.8
feet
June 28, 2022
Date of Inspection
Material of construction:
Q 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: 8' x 5' x 5'
Sludge depth: 4"
Distance from top of sludge to bottom of outlet tee or baffle 38"
Scum thickness 6"
Distance from top of scum to top of outlet tee or baffle 6"
Distance from bottom of scum to bottom of outlet tee or baffle 15"
How were dimensions determined? Tape Measure
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels
as related to outlet invert, evidence of leakage, etc.):
The covers are 8" below grade. The tees are in good condition and the outlet has a filter installed. The liquid
level is normal with moderate solids and sludge. The tank appears to be structurally sound and not leaking.
t5ins.doc � rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal Syslem � Page 10 of 18
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster MA 01631 June 28, 2022
CitylTown
State
D. System Information (cont.)
7. Grease Trap (locate on site plan):
Depth below grade:
feet
Zip Code
Date of Inspection
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
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels
as related to outlet invert, evidence of leakage, etc.):
8. 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:
Design Flow:
t5ins.doc � rev. 7/26/2018
gallons
gallons per day
Title 5 Official Inspection Form: Subsurface Sewage Disposal System � Page 11 of 18
0
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster
City/Town
MA
State
D. System Information (cont.)
8. Tight or Holding Tank (cont.)
Alarm present:
Alarm level:
Date of last pumping:
Comments (condition of alarm and float switches, etc.):
01631
Zip Code
June 28, 2022
Date of Inspection
❑ Yes ❑ No
Alarm in working order: ❑Yes ❑ No
Date
*Attach copy of current pumping contract (required). Is copy attached?
9. Distribution Box (if present must be opened) (locate on site plan):
Depth of liquid level above outlet invert
2
❑ Yes ❑ No
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 distribution box is 10" below grade and 12" x 12". The box has two outlets not accessible to any liquid. The
box is completely overfull. The leach lines are completely submerged underwater and are entirely full. There are _
multiple signs of hydraulic failure present.
t5ins.doc � rev. 7/26/2018 Tille 5 Official Inspection Form: Subsurface Sewage Disposal System � Page 12 of 18
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster
City/Town
MA
State
D. System Information (cont.)
10. Pump Chamber (locate on site plan):
01631
Zip Code
June 28, 2022
Date of Inspection
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.
11. Soil Absorption System (SAS) (locate on site plan, excavation not required):
If SAS not located, explain why:
Type:
❑ leaching pits number:
❑ leaching chambers number:
❑ leaching galleries number:
Q leaching trenches number, length: 2 @ 60'
❑ leaching fields number, dimensions:
❑ overflow cesspool number:
❑ innovative/alternative system
Type/name of technology:
Title 5 Official Inspection Form:
Subsurface Sewage
Disposal
System �
Page 13 of 18
t5ins.doc � rev. 7/26/2018
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster
City/Town
MA
State
D. System Information (cont.)
11. Soil Absorption System (SAS)(Cont.)
01631
Zip Code
June 28, 2022
Date of Inspection
Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation,
etc.):
There is wet, saturated soil around the piping. Signs of hydraulic failure are present. The vegetation is normal.
12. Cesspools (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 ❑ No
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.):
t5ins.doc � rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System � Page 14 of 18
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster MA 01631 June 28, 2022
City/Town
State
D. System Information (cont.)
13. Privy (locate on site plan):
Materials of construction:
Dimensions
Depth of solids
Zip Code
Date of Inspection
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.):
t5ins.doc � rev. 7/2612018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System � Page 15 of 18
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster MA 01631 June 28, 2022
Citylfown State Zip Code Date of Inspection
D. System Information (cont.)
14. 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:
Q hand -sketch in the area below
❑ drawing attached separately
ELBOW POND ROAD
L/C o� R/C
Tank 20
Box 30 Tank 42
T -1 28 Box 56
1 - 2 32 T -1 56
1 - 2 56
l5ins.doc � rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System � Page 16 of 18
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster
MA
01631
City/Town State Zip Code
D. System Information (cont.)
15. Site Exam:
Q Check Slope
Q Surface water
Q Check cellar
Q Shallow wells
Estimated depth to high ground water: 14'+
feet
Please indicate all methods used to determine the high ground water elevation:
[Jj Obtained from system design plans on record
If checked, date of design plan reviewed:
9/17/1987
Date
June 28, 2022
Date of Inspection
❑ Observed site (abutting property/observation hole within 150 feet of SAS)
❑ Checked with local Board of Health -explain:
❑ Checked with local excavators, installers - (attach documentation)
❑ Accessed USGS database -explain:
You must describe how you established the high ground water elevation:
Obtained the groundwater information from the soil logs on the design plans.
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5ins.doc rev. 7/26/2018 Tille 5 Official Inspection Form:
Subsurface Sewage
Disposal
System �
Page 17 of 18
�
0
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
40 Elbow Pond Drive
Property Address
John W. Hall and Joan Flaherty Hall
Owner's Name
Brewster
City/Town
State
01631
Zip Code
E. Report Completeness Checklist
Complete all applicable sections of this form inclusive of:
Q A. Inspection information: Complete all fields in this section.
Q B. Certification: Signed &Dated and 1, 2, 3, or 4 checked
Q C. Inspection Summary:
1, 2, 3, or 5 completed as appropriate
4 (Failure Criteria) and 6 (Checklist) completed
Q D. System Information:
For 8: Tight/Holding Tank -Pumping contract attached
For 15: Sketch of Sewage Disposal System drawn on pg. 16 or attached
For 16: Explanation of estimated depth to high groundwater included
June 28, 2022
Date of Inspection
t5ins.doc � rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System � Page 18 of 18
D
U -N4 `T O IEP SEPTIC INSPECTION X�LI
. l rlV'�t�r1
lioil�aoC�tioil 0 - LT�tw ���,:do, �-_ �i1])
f parcel _ ----_
1nseeL 195 code} Yes
' 1�11'�1f1o21
� olitlt��ffetei'`).
S. Is there a 4' separtLtioil (1978 code a' �tiotl ;este}2) (SAS) and adJusted 9
$eetweell the bottotll of the Sot �
ar
�OUINDA 'totI
b.
8.
t
Bt3ttc;tla tzl ��,A.S. _
Se az•atiozl = _�------
f EljListed C)l1 iLHI01_� fRtC+'
C� served OFOIJl:clih'41tv1T=
TOW11 water ( )tai I'z'i%T(tte V+lell { �j
)ist�iflCe from nearest septic s}istetn con�potlet�t:_ 1
No
�Netl<ulds oz' surface lv'at�r �nJitllial l Q0' of septic sj�s1ez11`?
�iSt'at1Ce fro"' 1MIresi septic system cUtllpozlc�lt:
Gfoianciv+�atez' thou{ dia�eetioil:
9. Type.of pipt'. Lased izl s}rstetxl;
C OraEli eberg _ — i?tller
I0. Sat�itilz'y tees pj
Yes
° b.a�#Ies iii place (Yes - ,Nj) tl�� IIIA'? �
Selytic; tailk iallet ✓ �c
Septic tanktlLatlet
Planlp ell.famber fillet
—
D_Box ixllet
fillet
Grease trap —
Grease trap outlet
Kisers
1978 code �vitlli►1 l2 incllns c�f� �i�l �i�tttll,cjc,ilIpOIIcntS - --
IZisei's — '1995 code N�ritllitl G InClIc cl) RO
C)Lie itlsl�ectto), port oil SAS
4DDENDUNI TO SEPTIC INSPECTION REPORT
Ma & r1c rcel
ir��.pcc#ion Location: `{G E&'�t.�i o�o l4..l�fF ________.___ �
F . llesidential PL V112LIX
it of rooms
Bedrooms 3
Family Rooms �
Living [looms
Bathrooms
Dining Rooms
Kitchens
Outer: _
Total: Jam?
2, E�loor Plan: Show all floors including, basement:
Coitttt►flrcial Pro ert '
EtYtployees
Tcilets
Raatz)s �vitit bat}?
Square Feet
3. Is tl3e septic system, as iuspecte�l, in full compliance with either the 19'8{v jar 1995 {) Title S Code? Yes __
Ynot, list deficiencies:
the system in the Zone II (Wellhead t'rotecdon Area) Yes _ No
Lot size:--
WWW.`I'OI��N,l3RI�1�VS'T'ER,AriA.IJ:�
r—'
t
1
FF
r-
v
-
- - -- —
lr
3. Is tl3e septic system, as iuspecte�l, in full compliance with either the 19'8{v jar 1995 {) Title S Code? Yes __
Ynot, list deficiencies:
the system in the Zone II (Wellhead t'rotecdon Area) Yes _ No
Lot size:--
WWW.`I'OI��N,l3RI�1�VS'T'ER,AriA.IJ:�
THE COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENERGY AND ENVIRONMENTAL AFFAIRS
Department of Agricultural Resources
251 Causeway Street, Suite 500, Boston, MA 02114 ��''''''''�� DA R
617-626-1700 fax: 617-626-1850 www.mass.gov/agr ___ MASSACHUSETTS DEPARTMENT
OF AGRICULTURAL RESOURCES
CHARLES D. BAKER KARYN E. POLITO BETHANY A. CARD JOHN LEBEAUX
Governor Lt. Governor Secretary Commissioner
NOTICE: PUBLIC HEARING FOR VEGETATION MANAGEMENT PLAN
Pursuant to the Rights -of --Way Management Regulations (333 CMR 11.00) in order to apply pesticides to control
vegetation to maintain Rights -of --Ways, the Massachusetts Department of Agricultural Resources (MDAR) must
approve a Vegetation Management Plan (VMP) and a Yearly Operational Plan (YOP). The VMP is intended to
justify the need to control vegetation, identify target vegetation, describe the intended methods of control, describe
methods for identifying sensitive areas, describe operational guidelines for applicators, outline a program of
Integrated Pest Management (IPM) designed to reduce the use of herbicides, and describe alternative land use
activities.
The following municipalities are advised that Eversource Energy, proposes to utilize herbicides to treat their
Rights -of -Way on Cape Cod and Martha's Vineyard:
MUNICIPALITIES
BARNSTABLE
EDGARTOWN
SANDWICH
BOURNE
FALMOUTH
TISBURY
BREWSTER
HARWICH
TRURO
CHATHAM
MASHPEE
WELLFLEET
DENNIS
OAK BLUFFS
YARMOUTH
EASTHAM
ORLEANS
PUBLIC HEARINGS SCHEDULED:
In accordance with 333 CMR 11.05 MDAR will conduct a regional public hearing to receive public comment on
the proposed Vegetation Management Plan for the Eversource Energy, Cape Cod and Islands as submitted by
Eversource Energy.
To provide all interested part
ies an opportunity to comment on the proposed VMP, a public hearing will be held via
Zoom:
November 3, 2022, 11:00am-12:00
pm
Meeting ID: 854 2364 7314
Passeode: 190512
https•//us02web zoom us/meeting/register/tZEpdegugiwpG9AVRgH04d7yN0Ywty08ReEZ
Available for Public Review Prior to Hearings:
Section 11.05 (3)(d) of the ROW Management Regulations provide: "At least 21 days prior to the end of the public
comment period, the applicant shall send a copy of the proposed VMP to the chief elected official, the Board of
Health, and the Conservation Commission in affected communities upon their request." Such request should be
made to:
William Hayes, Senior Arborist
Eversource Energy, Eastern MA
Vegetation Management
247 Station Drive, SE -370
Westwood, MA 02090-9230
781-441- 3932 (office)
The proposed VMP is posted at http•//www mass goy/eea/agencies/ag_r/pesticides/vegetation-management-and-
yearly-operation-plans.html and https://www.eversource.com/content/ema-
c/residential/about/reliability/vegetation-management/transmission-system-vegetation-
management/transmission-vegetation-management-projects for reviewing. It is also available for review at the
Reference Desk of the following public library:
Jonathan Bourne Library, 19 Sandwich Road, Bourne, Massachusetts
Written Comments Requested
The public hearings listed above will give interested parties the opportunity to present data, views or arguments,
orally or in writing concerning the proposed VMP. Persons giving testimony are also requested to provide written
comments. Written comments in advance of the hearing dates are welcome. The Department will accept written
testimony concerning the Eversource Energy, Cape Cod and Islands VMP until the close of business (5pm):
Monday, November 7, 2022.
Commentary should be sent to:
Rights -of --Way Program
Massachusetts Department of Agricultural Resources
251 Turnpike Road
Southborough, MA 01772
Comments period closes end of business (5pm): Monday, November 7, 2022
Page 2 of 2
March 253 2019
Director of Rights -of -Way Program
Massachusetts State Pesticide Bureau
251 Causeway Street, Suite 500
Boston, MA 02114-2151
Dear Director;
TOWN OF BREWSTER
2198 MAIN STRELI T
BRE WSTRR, MA 02631
PHONB: (508) 896-3701 Exr 1120
FAx:(508)896-4538
BRHEALTx@BRE W STER-MA. G O V
OFFICE OF
HEALTH DEPARTMENT
Since 2010 the Town of Brewster has collaborated with other Cape Tawns and our regional and state legislators to
implement herbicide spray moratoriums across the Cape. On September 5, 2013 the Brewster Select Board promulgated
a resolution, copy enclosed, requesting,N-Star, now Eversource, abandon the use of herbicides along rights of way on
Cape Cod and the Islands and commit to a No -Spray, Pesticide Free Policy of vegetation management on Cape Cod and
the Islands. In 2016, the Town of Brewster filed suit against Eversource to protect our single source aquifer, residents and
private wells in Brewster. In 2019, all departments within the Town of Brewster have voluntarily eliminated the use of
glyphosate on municipal properties, including the golf course.
The Brewster Board of Health has endorsed our Select Board actions and is opposed to the Eversource 2019 YOP plan to
use any of nine different herbicides on Cape Cod. The cumulative effect of yearly application of herbicides is unknown.
The harmful effects of glyphosate on bees is well documented. Prenatal and childhood exposures to residential
pesticides, Insecticides and herbicides are positively associated with a significantly greater risk of leukemiaz. Glyphosate
has been linked in the long term to inhibition of the cytochrome P450 enzymes, disruption of serum sulfate transport and
disruption of the normal intestinal bacteria in humans and other mammals3.
The Town of Brewster is greatly concerned over the harmful effects of pesticides on its residents now and in the future.
There are other safe ways to control vegetation along Eversource rights-of-way. The long term risk to Cape Cod residents
and to our drinking water is too great to ignore the harm from chemical applications by Eversource.
Sincerelyyouurs,
rewster B
CC: Mark Forest, Interim Town Administrator
William Hayes, Supervisor Vegetative Management
Representative Tim Whelan
Representative Sarah Peake
Association to Preserve Cape Cod
POCCA
I http•//www pnas orglcontent/early/2018/09/18/1803880115
Glyphosate perturbs the gut microbiota of honey bees, Erick V.S. Motta, K. Raymann and Nancy A. Moran
s http•//midwestwysticideaction Oent/uploads/2015/12/MPAC VJhitePa9er-final-12 11 15 g
Human Health and Pesticides: Glyphosate and 2.4-D.
s Glyphosate's Suppression of Cytochrome P450 Enzymes and Amino Acid Biosynthesis by Out Microbiome: Pathways to Modern
Diseases, Anthony Samsel and.Stephanie Seneff, Entropy, 2013, 15(4). 14264463;doi:10.3390/315041416
WWW.BREWSTER-MA.GOV
Board of Selecttnen
Town Admmish•ator
D' = 2198 lyTaiii Street
Booster, Massachusetts 02631-1898
•y (508) 896r370.1
FAX.(508) 8964089
1�SOI.,UTIO'N
The Brewster B.oard•of Selectmen •once again requests that NSTAR abandon its current plan•to use herbicides along
rights-of-way •on Cape Cod •and commit to a_NO-SPRAYrOFF STICIDE-FREE Policy& of vegetation management on Cape Cod
and the Islands,
h is ot�r undcrstcrndir�g that between, 20.04 and 2007, NSTAR began spraying. pesticides on Cape .Cod •alpng_
rights=Ql=way, Residents on Cape 6Cod learned of these pesticide plan's when NSTAR filed a new Vegetation Manageinetnt
Plan ui 2008., Following months of public outcryand delay, NSTAR agreed to a moratorium Dir herbicide spraying
through the end of 2.01 001t did •so. again, through 2012.
It''1S OZlY ZfY181!ei'StCl1YC�Tng•-that in 2013 .they intend to begin spraying: once again. These. herbicides t1ueatpn public.
health, the eszyiroI%idnt and preciou$ 'dtiriking Wator resources on Cape Cod. We, the undersigned town, oppose pestleide
use along rights -.of Way on Cape Cod, and ask, that. NSTAR commit to a no -spray; herbiedde-free .policy on Cape Cod
rights=of-way *(ROW) for the following reasons;
+ ItY.general,.hei•1?icides are harmful to Iivirig .organisms;
• The
lierbigides NSTAR proposes fpr Use on Cape Cod Dari. migrate pi'f rights -of --way, seeping into groundwater
and surface water,.lliIling veptation outside of the•intended control. areas and exposing humans and aquatic
organisnis to toxic. chemicals;.
• State policy lags far bihind. current science iwthe. regulation of ierbieides.
We•urgo state policy makers to review burrent herbiold@.regulations in light of latest scientific informagQn,
We Yeeognize• that herbicide tt'eatinent can be lass expensive In the .short-term; however, the; use of 'herbloides -
to
Colltrol vegetation growth .along rights -of. --way on Cape Cod .is an unnecessary risk for public 7lealth and the erivirorirrierit..
The short-term filianoial benefits are. far outweighed by.the_ long-term liability for risks posed to precious drinking water,
the health of Cape Cod communitiesi and the safety of workers.
Y7re• :Yegtlest, by virtue of this RESOLUTlbl1, that NSTAR abandon its current
plan to use herbicides along
rights.=of way oilCape_ Cod and cominitto ano-spray, pesticide-$-Qa polie'y o�vegetation inanagerhe�t ori Cape Cod.and
the Islands.
Thank
Brewster
for
Cod;
.I?ickson, Chair
Patricia fi, I3aghes, C[erkf
Benj min.deRuyter
of this Resolution and for .your interest in the .conceins of the citizens of
BRrrViiSTE$ $O
Al!2I? OF
Colette Williams, Tpwn. Clerk.
From: Carmen Scherzo [mailto:cssboh2017 gmail.com<mailto:cssboh2017 cr gmail,com>]
Sent; Thursday, March 18, 2021 10:26 AM
To: Amy von Hone<avonhone@brewster-ma.gov<mailto:avonhone@brewster-ma.gov>>
Subject: Letter to Select Board
Good morning Amy,
Would you review and forward this email to the other members of the BOH for their review,
comments, or suggestions?
Carmen
At our March 17, 2021 meeting the Board of Health reviewed the February 19, 2021 Eversource
45 Day Operational Plan Public Notice that stated Eversource intends to use herbicides, possibly
including glyphosate, to treat their electric Rights -of -Way in Brewster this year. The Board of
Health expressed their unanimous support for the Select Board to take whatever steps the Select
Board feels are necessary to prevent herbicide spraying by Eversource in Brewster this year.
Sincerely yours,
Carmen S. Scherzo, DVM
Chairman, Brewster Board of Health
TOWN OF BREWSTER
2198 MAIN STREET
BREWSTER, MA 02631
PHONE: (508) 896-3701 EXT 1120
FAx: (508) 8964538
BRHEALTH Ct BREWSTER-MA.GOV
LOCAL REGULATION TO SUPPLEMENT TITLE 5
STATE ENVIRONMENTAL CODE
MONITORING OF INNOVATIVE/ALTERNATIVE ON-SITE
SEWAGE TREATMENT SYSTEMS
OFFICE OF
HEALTH DEPARTMENT
1. Authorityconsidering the permitting and use of various alternative septic treatment technologies
in the Town of Brewster, the Brewster Board of Health recognizes that there may be specific local
circumstances which warrant the Board to require more stringent conditions for the installation and
monitoring of these alternative systems than may be required by the Massachusetts Department of
Environmental Protection. As allowed under Massachusetts General Laws, Chapter 111, Section 31 and as
permitted by 310 CMR 15.003 (3), 15.285 (2), 15.286 (5) and 15.288 (4), the Brewster Board of Health hereby
adopts the following regulations concerning all innovative/alternative sewage treatment technologies and all
systems where the soil absorption system is designed for pressure distribution of effluent.
2. Purpose —The purpose of this regulation is to provide a greater degree of protection to environmental
and public health, to protect groundwater from contamination, prevent the spread of disease and provide
specific reporting and monitoring requirement for the use of innovative/alternative sewage treatment
technologies and pressure -distribution systems.
3. Monitoring Requirement —The Brewster Board of Health hereby requires that all owners and
operators of innovative/alternative sewage treatment technologies and pressure -distribution systems
approved for use in Brewster submit for approval to the Board of Health a proposed monitoring and reporting
plan to evaluate the performance of the system. This plan shall include a description of any long-term
operation or maintenance requirements of the alternative system and any education, financial assurance or
other mechanism proposed to ensure effective long-term operation and maintenance.
4. Reporting of Monitoring and Maintenance Results —The Brewster Board of Health hereby requires
that owners and operators of all innovative/alternative sewage treatment and pressure -distribution systems
shall report the results of all operation, maintenance and monitoring activities required by the foregoing
provision or by the Department of Environmental Protection to the Brewster Board through the Barnstable
County Department of Health and Environment. Such reporting must be performed in the manner specified
by the Board of Health in imposing the monitoring requirement or in the form approved by the Barnstable
County Department of Health and Environment and must occur within 15 days after each maintenance or
monitoring event.
5. Reporting of Malfunctioning Systems —The Board of Health hereby further requires that when a
system operator performs a system inspection and finds that a sewage treatment technology has
malfunctioning components which have comprised the system's ability to treat sewage as designed, the
operator shall report on the system's status and any planned corrective action, including a proposed deadline
WWW.BREWSTER-MA.GOV
for said corrective action, to the Brewster Board of Health and the Barnstable County Department of Health
and Environment within 48 hours of inspection.
6. Malfunctioning Systems — If at any time a monitoring or maintenance report indicates that an
innovative/alternative system or system using pressure distribution is in need of corrective action, the
Brewster Board of Health may hold a hearing to inquire as to whether corrective action is needed. If at such
hearing, the Brewster Board of Health determines that such system is in need of corrective action, it may take
enforcement action, including but not limited to the imposition of fines, orders to take corrective action or
cease operation of the system, or any other action otherwise necessary to protect public health, safety,
welfare and the environment.
7. Right to impose Additional Conditions Reserved —The Brewster Board of Health hereby reserves the
right to impose any additional conditions, effluent water quality standards and/or monitoring and reporting
requirements it views as necessary to ensure the safe performance of any innovative/alternative sewage
treatment systems and all pressure -distribution systems permitted within the Town of Brewster. Such
conditions may include, without limitation, specification of site or effluent characteristics; flow limitations;
monitoring, testing and reporting requirements; a requirement that a certified operator operate the system;
or financial assurance mechanisms.
8. Certified Operator Requirement — If a condition of approval for an innovative/alternative system or
pressure -distribution system is that it be operated by a certified systems operator, the owner or operator shall
provide the Brewster Board of Health with documentation verifying that said system will be operated by an
operator certified by the Board of Certification of Operators of Wastewater Treatment Facilities pursuant to
the provisions of Massachusetts General Laws, Chapter 21, Section 34A. A list of such certified operators
doing business within the Town of Brewster shall be on file with the Brewster Board of Health for inspection or
examination by any person.
9. Enforcement — In addition to the remedies described in the preceding sections, the Board of Health
may enforce this regulation or enjoin violations thereof through any lawful process, and the election of one
remedy shall not preclude enforcement through any other lawful means, including but not limited to the
following:
Whoever violates any provision of this regulation may be penalized by indictment or on complaint brought in
the district court. Except as may be otherwise provided by law and as the district court may see fit to impose,
the maximum penalty for each violation shall 5e a fine of not more than $1,000.
Whoever violates any provision of this regulation may be penalized by anon -criminal disposition process as
provided in Massachusetts General Laws, Chapter 40, Section 21D and the Town's non -criminal disposition
bylaw. If non -criminal disposition is elected, then any person who violates any provision of this regulation
shall be subject to the following penalties:
• A fine of $30.00 for a first offense not corrected within 60 days of notice of the violation;
• A fine of $60.00 for a second offense or failure to correct a prior offense within 120 days of notice
of the violation;
• A fine of $90.00 for a third offense or failure to correct a prior offense within 180 days of notice of
the violation;
• A fine of $120.00 for a fourth or subsequent offense or failure to correct a prior offense within 240
days of the notice of violation; and
• An additional fine of $120.00 for failure to correct after each additional offense or 60 day period
thereafter until compliance is met.
Each day any violation exists shall be deemed to be a separate offense.
Dr. Carmen Scherzo, Chairman
Joe Ford
Board
Of
Dr. Mary Chaffee Health
Annette Graczewski
Anne Bittner
Adopted: December 20, 2005
Effective: Upon publication
Amended: November 15, 2017
Effective: December 1, 2017
ALTERNATIVE SYSTEMS ~
127 Beach Plum Lane - M33, L87 Bioclere System - Provisional qU X03
306 Blueberry Pond Drive - M27 L754 Presby Environmental - General 101,11>
200 Brier Lane - M48 L45 Perc Rite Drip Field Micro Fast 0.5 - Remedial qm!5
110 Burning Bush Way - M33, L267 Bioclere System - Provisional
34 Captain Connolly Rd- M51 L57 Perc-Rite Drip Dispersal -General VQ- 2q
5 9 Carson's Way - M36 L37401 Micro Fast 0.9 system - General 23 4PO
411 Carson's Way — M36 L37-104 H600A H -Series Hoot 23 "ta3
(off # Carson's Way - M36 L37405 Micro Fast 0.9 System - General 23�A
Slv6 Carson's Way- M36 L37406 Micro Fast System - General Z3 -LOT
14 Carson's Way - M23 L67 -Micro Fast 0.5 system - General 234ol
26 Carson's Way - M36, L37-109 Micro Fast 0.5L System -General 2,3-'10 g
35 Carson's Way - M36, L37403 Fast 0.50 Treatment General 23442
40 Carson's Way - M36, L37407 Micro Fast 0.5 - General 2.3-44
19 Cedar Hill Road - M2 L52 Perc-Rite Drip Tubing 377 ZD
40 Cranview Road - M38 L74 EC -P Waterloo Biofilter System ib-loV
300 Foster Road - M6 L8 Microfast 0.5 - General 14-25
75 Johnson Cartway - M61 L20 Perc Rite - General U 1-
158 Jonathan's Way - M42, L112-1 Singulair System - General w/nitrogen requirements er,5
85 Hamilton Cartway - M47 L75 Advantex A20 15 l
rp
88 Hamilton Cartway - M93 1.11 Bio Microbics Fast System/Drip Dispersal q Z
"
42 Konohassett Cartway - M41 L11 Micro fast 0.5 w/ UV- General l z- ZS
Long Pond Road - M42 L10 4000 gallon Septi Tech -General ?5"111
1597 Long Pond Road - M47, L114 Bioclere System - Provisional C(4�g3
15 Lower Road - M20, L39, Fast4.5 Unit -General ;5"
')- (
540 Main Street - M22, 1.38-1 Fast -Micro System W/ UV - General with nitrogen requirements
2907 Main Street - (Ocean Edge) Amphidrome System -Pilot
54 Mates Way - M16, L94 Sludge Hammer - remedial fo' c)
39 McGuerty Road - M47 L107 Micro Fast 0.5 General q4�T
56 McGuerty Road - M47, L93 Singulair System - Pilot
26 Nancy May Path - M7 L11-4 Perc Rite qj"
78 Old Red Top Road - M38, L116 Singulair System - Remedial with nitrogen requirements I Zo'12
159-01d --s+rtgtrFatr-Syste,�----� le#
Q5O1d Owl Pond Road - M31 L17 Perc-Rite Dispersal System 155 1,1
65 Pell's Fishing Road- M29 L18-22 White Knight system 125�5�
255 Robbins Hill Road- M19 L3-3 Perc Rite system 3V5?
298 Robbins Hill Road — M2 L8 Advantex AX25RT ` `e
17 Russell's Path — M33, L57 Waterloo Biofilter — Provisional ?16vl
0 Sachemus Trail M15 L125-2 Bioclere with Cultex leach field- General (f
:50 Sarah Maker Lane — M41 L32-11 FAST Micro
�`( Samoset Road — M33 L117 Fast system (Not installed yet) q 5� 13 l
J,bLot =2 Satucket Road — M37, L29-2 — Singulair 960 NR
50 Sea Meadow Lane - M19, Lot82 - SeptiTech - provisional (not installed yet) 31'"1
6 Seaman's Lane - M38 L 118 0.5 Micro Fast l`�. t
53 Sheep Pond Circle - M41 L71- Biotube ProPak Pump 'g:� i
42 Six Penny Lane - M19, L10 Fast - Remedial 31-2l
157 South Orleans Road- M52, L314 & 33-2 - Septi -tech M3000N (fn -pr". ess of being -installed)
842 Stony Brook Road- M36 L20 - Single Use, Fast Remidial 35-9 IC
75 Swift Lane - M5 L21 Sludgehammer (never installed)
1 !-'-� 27 Thousand Oaks Drive - M42, L73-21 Advantex (01- Z
54 Thousand Oaks Drive - M42 L734 Microfast .9 ( 6g'2�3
Trevor Lane (Ocean Edge), system 12-3, -White Knight system
42 Warren's Road M2 L33 - Perc Rite Drip Dispersal System 3s
120 Woodlands Lane - (Pleasant Bay Assisted Living) M45, L67 - Amphidrome JH3- 2.
4 Alden Drive M 56 L 89
Bay Pines System 9(Ocean Edge)
9-11 Breakwater Road - M17 L67
141 Brewster Road, M24 L45
94 Cedar Hill Road - M2 L35
19 Cedar Hill Road - M2 L52
102 Cedar Hill Road - M2 L34
40 Cranview Road - M38 L74
PRESSURE DI5TRIBUTION SYSTEMS
46 Featherbed Lane - M38 1,36
121 Fiddlers Lane, M18 L55
169 Fiddlers Lane - M18 L38
Fletcher Village System 24(Ocean Edge)
11 Frederick Court M56 L67
1000 Freeman's Way - M52 1,6
Granite State Court - M30 L30-7
199 Hamilton Cartwy-M47 1,33-1
62 Harvest Lane - M5 L238
John Wings Lane - M36 L204
42 Konohassett Cartway - M41 L11
1646 Main Street - M24 L21
1671 Main Street
2639 Main Street M15 L107
2639 Main Street M15 1,107 (CF)
3260 Main Street - M13 1,43-1 & 2
89 Main Street - M21 L4
1990 Main Street, M17 1,474
1993 Main Street, M17 L24
2298 Main Street, M16 L80
3057 Main Street, M8 L8
3057 Main Street, M8 L8
523 Main 5treet-M22 L94
Lot 6 Mill Pond Drive - M34 L48
119 North Pond Drive - M 89 L61
254 Robbins Hill Road - M2 L12
255 Robbins Hill Road- M19 1,3-3
371 Robbins Hill Road - M2 L32
242 Seaway Road -M6 L24
53 Sheep Pond Circle - M41 L71
42 Six Penny Lane -M19 L10 & 12
56 Six Penny Lane -M19 1,67
157 South Orleans Roa
d -M52 1,31-1
36 Southern Eagle Cartway M30 L18-1
Stony Brook_Rood, M22 L83
842 Stony Brook Rood -M36 L20
102 Susan Lane -M24 1,4044
90 The Channel Way - M4 1,384
93The Channel Way- M4 L48
57 The Channel Way- M17 L7
The Latham School -M24 L21
(2010)
2003) Brewster Senior Housing
(2009)
(2012)
(2017)
(2018) (not installed yet)
(2013)
(2009)
(2015) (Not installed yet)
?????
(2018)
(2012)
(2015) (not installed yet)
(2006)
(2008)
(2016) (Not installed yet)
(2008)
(2015)(Not installed yet)
(2017) (Not installed yet)
(2017) (Not installed yet)
(2017) (Not installed yet)
(2007) Cobies
(2008)
(2015) (Not installed yet)
(2005) The Brewster Inn
(1995) Eddy Elementary School
(2005) Cape Cod Sea Camps
(2009) Cape Cod Sea Camps
(2006)
(2017) (not installed yet)
(2019) (not installed yet)
(2017)
(2014)
(2011)
(2006)
(2013)
2006)
016) (2016)
(not installed yet)
(2007) Paraclete Press
(2002) Our Lady of the Cape Church
(2007)
(2006)
2008)
013) (2013)
(2008)
(2005)
4
Permit
Number
Site Address
Sample
Date
Submit Date
Operator
TN (sum)
Effluent
Total
Nitrogen
Effluent
Nitrate
Effluent
Nitrite
Effluent
Total
Kjehldahl
Nitrogen
Effluent
Ammonia
Effluent
Biochemical
Oxygen
Demand, 5-
Day
Effluent
Carbonaceo
us
Biochemical
Oxygen
Demand, S-
Day
Effluent
Total
Suspended
Solids
Effluent
Dissolved
Oxygen
Effluent pH
Effluent
Temperatur
eF
Effluent
Fecal
Coliform
Effluent Oil
and Grease
Effluent
Total
Dissolved
Solids
Effluent
Water
Meter
Reading
Effluent
Total
Phosphorus
Effluent
Organic
Phosphorus
Effluent
Conductanc
a
Effluent
Alkalinity
Effluent
Organic
Nitrogen
Effluent
Turbidity
Effluent
Color
Effluent
Odor
Effluent
Solids
Effluent
Chlorine
Effluent
Organophos
phate
Effluent
Settleable
Solids
Effluent
Chemical
Oxygen
Demand
Effluent
Total Iron
Effluent
colt
Effluent
Total
Dissolved
Phosphorus
BREW -Beal
127 Beach PI
2003-09-04
2033-10-1715:50:09
82.607
82.607
0.005
0.002
82.6
1
336
185
7.5
3S4
BREW-OldIG
160 Old Red J
2003-30-21
2013-10-17
Siegmund
10.9
10.9
3.7
7.1
0.1
22
28
BREW-OId16160
old Red
2003-12-01
2013-30-17
Slegmund
10.34
10.34
0.05
0.69
9.6
10
22
6.9
BREW-Bea1
127 Beach PI
2003-12-04
2013-10-1715:50:07
8.45
8.45
5108
0.01
3.36
1.5
5
7.21
BREW-BurOl
19 Burning B
2003-12-04
2013.10-17 15:50:07
31.57
31.57
24
0.01
7.56
9.6
41.2
7.44
BREW-Old1
160 old Red
2005-02-01
2013-10-17
Slegmund
5.48
5.48
2.6
0.08
2.8
11
0.05
7.5
BREW-Lon35
1597 Long Pc
2005-02-24
2033-10-1809:59:21
62.71
62.7
44.4
0.91
17.4
15.9
56.7
6.7
12.3
BREW-Bea:12
127 Beach PI
2005-03-15
2013-10-18
Coastal
1.81
1.8
0.96
0.01
0.84
1.5
0.75
7.61
26.1
BREW-Buro119
Burning B
2005-03-15
2013-10-18
Coastal
20.75
20.8
16.7
0.69
3.36
5.3
13
7.18
16
BREW-OId16160
Old Red
2005-03-22
2013-10-17
Siegmund
9.51
9.51
0.11
1.3
8.1
11
0.05
7.1
BREW-Lon15
1597 Long P(
2005-05-26
2013.10-18 09:59:20
61.43
61.4
43.1
0.43
17.9
13.1
17
6.7
8.4
BREW-Hea12
127 Beach PI
2005-06-03
2013-10-18Coastal
10.185
10.185
2.56
0.625
7
7.5
7.38
122
BREW-MaI54
540 Main Sir
2005-07-25
2013-10-18 1wirs
25.075
25.1
0.25
0.125
24.7
2000
BREW-Lon15
1597 Long Pc
2005-08-18
2013-10-1809:59:20
20.94
20.9
14.7
0.36
5.88
7.1
24
6.91
1
36
BREW -01d16160
Old Red
2005-08-31
2013-30-17 Islegmund
17.1
17.1
14
1.7
1.4
14
12
BREW-Bea12
127 Beach PI
2005-09-19
2013-30-18 Coastal
1.5
1.5
0.09
0.01
1.4
1.5
4
6.83
55
BREW-OId16160
Old Red
2005-09-27
2013-10-17 Siegmund
7.07
7.07
1.41
0.57
5.1
38
33
6.8
BREW-BurOl
19 Burning
2005-09-27
2013-10-18Coastal
7.53
7.5
3.14
0.19
4.2
3.4
16
7.36
90
BREW -01d16
160 Old Red
2005-11-09
2013-10-17 Siegmund
35,731
35.73
3.5
0.23
32
81
26
7.2
BREW-Lon15
1597 Long Pc
2005-11-29
2013-10-1716:45:16
37.32
34.5
28.2
1
8.12
6.4
25
6.7
11.5
BREW-Rus01
17 Russells P
2005-12-08
2013-10-17 Gear Water
27.5
27.5
12.7
0.4
14.4
10.2
7
4
6.98
195
BREW-BurOl
19 Burning B
2005-12-13
2013-10-18
Coastal
11.53
11.5
8.34
0.39
2.8
10
9
7.29
43
BREW-Bea12
327 Beach PI
2005-12-13
2013-30-18
Coastal
2.95
3
1.81
0.02
1.12
1.5
7
7.82
142
BREW-OId16160
Old Red
2005-12-22
2013-10-17
Siegmund
3.605
3.61
2.1
0.005
1.5
0.05
0.05
7.7
BREW-0Id16
160 Old Red
2006-01-10
2013-10-18
Siegmund
21.33
21.3
1.3 r
0.03
20
32
35
7.2
BREW-OId16
160 old Red
2006-01-10
2013-10-18
Siegmund
21.33
21.33
1*31
0.03
20
32
15
7.2
BREW-Old16160
Old Red
2006-02-10
2013-10-18
Siegmund
4.33
4.3
3
0.03
1.3
32
7.4
BREW-OId16160
Old Red
2006-02-10
2013-10-ISLISlegmund
4.53
4.53
3
0.03
1.5
12
0.05
7.4
BREW-Lon15
1597 Long Pc
2006-02-28
2013-10-18 09:39:56
51.8
51.8
15.5
17
19.3
16.5
26.7
6.7
10.7
BREW-Rus0117
Russells P
2006-03-01
2013-10-18 d Clear Water 1
18.2
18.2
14.4
0.1
3.7
1.7
3.5
3
7.1
91
BREW-Bea12
127 Beach PI
2006-03-09
2013-10-18 4coastal
14.65
14.7
12.2
0.77
1.68
1.3
0.75
7.3
145
BREW-BurOl
19 Burning B
2006-03-31
2013-10-18 Coastal
8.265
8.3
5.29
0.175
2.8
3.4
0,75164
BREW-Lon15
1597 Longe
2006-05-24
2013-10-1809:39:55
30.3
28.3
1
1
28.3
34.8
12
6.95
169
BREW-Bea12
127 Beach PI
2006-06-09
2013-10-18 C Coastal
37.835
37.8
0.025
0.01
37.8
34.4
14
7.8
288
BREW-Bur0119
Burning 152006-06-09
2013-10-38 Coastal
7.43
7.4
5.18
0.01
2.24
3.5
2
6.71
69
BREW-RusO117
Russells P
2006-06-14
2013-10-18 C Clear Water,
21.88
21.9
12.6
0.18
9.1
6.6
8
4
6.53
164
BREW-RusOl
17 Russells P
2006-09-19
2013-30-18 1 Clear Water 1
14.1
14.1
11.6
0.1
2.4
0.79
3.5
2
6.56
134
BREW-Bea:12
127 Beach PI
2006-09-19
2013-10-18 1 Coastal
5.99
6
4.02
0.01
1.96
1.5
0.75
7.49
141
BREW-Bur01
19 Burning B
2006-09-21
2013-10-18 Coastal
8.71
8.7
5.9
0.01
2.8
1.5
3
7.18
58.8
BREW-Lon15
1597 Long P(
2006-11-27
2013-10-18 09:39:54
91.6
91.6
64.2
27.4
4.95
9
6.95
BREW-Rus01
17 Russells P
2006-12-12
learWaterl
12.2
12.2
10.2
0.1
3.9
0.56
3.5
0.5
6.54
85
BREW-Bur01
19 Burning B
2006-12-28
2013-10-18 Coastal
12.505
12.5
7.64
0.365
4.5
10.8
17
7.55
45.1
BREW-Bea12
127 Beach PI
2006-12-28
2013-10-18 Coastal
3.89
3.9
2.18
0.01
1.7
1.5
6
7.5
211
BREW-Bur0119
Burning 62007-03-08
2013-30-18 Coastal
13.925
13.9
9.74
0.385
3.8
1.5
6
6.7
34.4
BREW-Lon15
1597 Long Pc
2007-03-14
2013-10-1810:59:27
85.97
86
9.31
7.26
69.4
20.1
1
8.4
294
BREW-Rus0117
Russells P
2007-03-29
2033-10-18
Clearwaterl
13.85
13.9
8.5
0.05
5.3
3.2
10.8
3
6.65
58.5
BREW-RusOl
17 Russells P
2007-06-27
2013-10-18
Clear Water 1
24.58
24.6
10.3
0.28
14
7.7
3.5
1.5
6.45
84
BREW-Rus01
17 Russells P
2007-09-12
2013-30-18
Clear Water 1
20.3
20.3
1031
0.1
9.9
6.9
3.51
3
6A41
94
BREW-Lon1S
1597 Long P(
2007-09-18
2013-10-18
Bennett
105.28
1053
60
0.28
45
15
77
7.05
39
BREW-Bea12
127 Beach PI
2007-12-10
2013-10-18
Coastal
7.63
7.6
6.22
0.01
1.4
3.5
0.75
7.3
163
BREW-Lon1S
1597 Long Pq
2007-12-17
2013-30-16
Bennett
97,161
97.2
52
0.16
45
36
67
7.45
74
BREW-ThoOO
7Thousand
2008-03-12
2013-10-1811:28:13
39,381
3938
3.8
0.58
35
35
13
15
7.18
140
BREW-Lon15
1597 Long Pc
2008-04-16
2013-10-18
Bennett
63.91
63.9
35
0.91
28
35
51
6.93
42
BREW-Lon15
1597 Long Pc:
2008-06-20
2013-10-18
Bennett
50.3
1.3
1
48
43
110
120
BREW-Tho0C
7Thousand
2008-08-20
2013-10-1811:28:13
23.29
23.29
12
0.29
11
5.9
34
51
6.64
50
BREW-Bur01
19 Burning B
2008-09-30
2013-10-18
Coastal
9.235
9.2
5.84
0.595
2.8
1.5
0.75
6.55
70
BREW-Jon35158Jonatha
2008-10-21
2013-30-18
Siegmund
1.1
1.1
BREW OId07
78 old Red
2008-10-31
2013-10-18
Septic Prese
0
0.7
4
BREW-1on151581onatha
2008-11-24
2013-10-18
Siegmund
11.3
113
BREWThoO
7Thousand
9 2008-12-10
2013-10-1811:28:12
31.78
31.78
10
'0.78
21
21
35
4
6.85
110
BREW-Rus0117
Russells P
2009-05-26
2013-10-1811:52:07
30.27
30.27
1.09
0.18
29
7.3
11
11
22
7.3
85
BREWThoO
7Thousand
2009-06-04
2013-10-1831:50:11
62.8
62.8
3.5
0.3
59
51
58
34
280
BREW1on15158Jonatha
2009-06-18
2013-10-18 Siegmund
17.8
17.8
BREW-Lon15
1597 Long Pc
2009-07-09
2033-10-18 j Bennett
86.2
86.2
0.12
0.08
86
80
41
380
BREW-Tho(H
7Thousand
2009-08-11
2013-10-1811:50:11
34.73
34.73
16
0.73
18
14
6
61
BREW Tho
7Thousand
2009-08-11
2013-10-1811:50:11
34.73
34.73
16
0.73
38
14
6
61
BREW-BurOl
19 Burning B
2009-09-29
2013-10-18
Coastal
8.715
8.72
7.52
0.215
0198
1.5
0.75
7.11
58.8
BREW-Sat32
320 Satucket
2009-10-17
2013-10-18
Siegmund
0.3
0.3
0.3
2
35
BREW-Tho0
7Thousand
2009-11-04
2013-10-1811:50:10
16.58
16.58
SO
0.88
5.7
2.3
4
21
BREW-MCGO
56 McGue
2009-12-11
2013-10-18
Siegmund
15.2
15.2
1.2
0.6
13.4
26
14
7.1
BREW-Lon15
1597 Long P
2010-01-14
2014-02-04
Bennett
42.075
42.08
0.05
0.025
42
80
190
BREW-ThoOO
7Thousand
2010-01-20
2014-05-3011:28:29
23.1
23.1
9.5
1.6
12
30
9
16
18
BREW-Sat321
320 Satucket
2030-03-02
2014-05-30
Siegmund
18.8
18.8
3.1
6.7
9
22
35
BREW-Lon15
1597 Long P
2010-04-15
2014-02-04
Bennett
76.075
76.08
0.05
0.025
76
160
38
320
BREW-Lon15
1597 Long
2010-04-15
2014-02-04
Bennett
0
320
BREW-Lon35
1597 Long P
2010-07-12
2014-02-04
Bennett
11.57
11.57
8.5
0.17
2.9
1
2.5
36
BREW-Sat321
3205atucket
2010-07-18
2014-05-30
Siegmund
11.84
11.84
3.1
0.44
8.3
18
11
8.1
BREW-Jon15158Jonatha
2010-08-18
2014-05-30
Siegmund
6.7
6.7
BREW -Lon151597
Long Pc
2010-10-05
2014-02-04
Bennett
11.1
11.1
9.1
0.1
1.9
1
7.4
56
BREW-8ur01
19 Burning
B 2010-30-15
2014-05-30
Coastal
9.666
9.67
6,54
0.186
2.94
3.3
4
7.67
BREW-Tho0
7 Thousand
2010-11-08
2014-05-3011:28:27
29.87
29.87
13
0.87
16
8.2
7
13
6.58
64
BREW-Lon35
1597 Long P(
2011-01-11
2014-02-04
Bennett
89335
89.34
0.31
0.025
89
210
52
350
BREW ThoO
7Thousand
2011-02-02
2014-05-3011:47:50
17.61
17.61
11
0.51
6.1
3.4
9
15
6.1
44
BREW-Lon15
1597 Long PC
2011-04-06
2014-02-04 Bennett
110,071
110.07
0.01
0.06
110
66
390
BREW-Sat32
320Satucket
2011-04-15
2014-05-30 Siegmund
9.95
9.95
3.8
0.85
5.3
17
12
7.9
BREW-JonlS
158Jonathar
2011-06-25
2014-05-30 Siegmund
4.7
4.7
BREW-Lon15
1597 Long PC
2011-07-18
2014-02-04 Bennett
11.68
11.68
6,8
0.58
4.3
65
7
BREW-MCGB
56 McGuert
2011-09-03
2014-05-30 q Siegmund
9.56
9.56
3.7
0.76
5.1
12
11
7.5
BREWJonlS
15BJonatha
2011-09-18
2014-05-30 Siegmund
3.5
3,5
BREW-LOn15
1597 Long PC
2011-10-06
2014-02-04 Bennett
8.81
8.81
3.6
0.21
5
7.8
36
49
BREW-Bur01
19 Burning
201140-27
2014-05d0 Coastal
9455
9.55
6.55
0.34
2.66
3.5
19
6.5
BREW-Sat32
320Satucket
2011 -ll -18
2014-05-30 Siegmund
10.6
10.6
1.9
0.9
7.8
22
17
7.9
BREW-Bea12
127 Beach P112011
-12-I30
2014-05-30 Coastal
21.04
21.04
15.4
0.32
5.32
16.8
3.8
6.1
80
BREW-Lon151597
Longe
2012-01-10
2014-02-04 Bennett
27.78
27.78
20
0.18
7.6
5,3
12
6.3
BREW-Lon15
1597 Long P4
2012-04-10
2014-02-04 Bennett
20.26
20.26
14
0.16
6.1
3
2.5
6.5
36
BREW-Bea12
127 Beach P112012-06-29
2014-05-30 Coastal
9.73
9.73
7.04
0.29
2.4
5.3
14
6.2
BREW-Lon15
1597 Long Pd
2012-07-09
2014-02-04 Bennett
9.63
9.63
5.5
0.13
4
1
16
55
BREW-Bur0119Burning
Eq
2012-07-17
2014-05-30 Coastal
7
7
4.221
0.38
2.4
4.8
7
6.71
- 100
BREW-Lon15
1597 Long Pd
2012-10-09
2014-02-04 A Bennett
8.025 1
8.03
5.5
0.025
2.5
8.5
2.5
56
BREW-Sat32320
Satucket2012-10-15
30 Siegmund
13.2
13.2
4.4
1.7
7.1
15
12
7.9
BREW-Lon15
1597 Long P42013-01-09
04 Bennett
17.97
17.97
IS
1
5.97
3.9
2.5
25.2
BREW-Lon15
1597 Long P42013-04-11
4 Bennett
35.4
35.4
20
1.8
13.6
2.5
2.5
17
BREW-LOn15
1597 Long P42013
-OS -08
4 Bennett
27.3
27.3
20
¢
6.3
BREW-JonIS
SSSJonatha
2013-07-02
4 Bennett
P2014
5
5
BREW-LOn35
1597 Long P
2013-07-02
4 Bennett
18.61
18.61
it
0.36
7.25
3.4
2.5
41.1
BREW-Bur03
19 Burning B
2013-07-12
-11 Coastal
12.07
12407
7.19
0.38
4.5
4
5
7.6
120
BREW -Beal
127 Beach PI
2013-09-26
-11 Coastal
18.56
18,56
14.3
O.lfi
4.1
31.3
54
8
BREW-Lon351597
Longe
2013-10-03
-O2-04:
-04 Bennett
10.64
10.64
7.2
0.12
3.32
1
2.5
44.9
BREW-JonlS
158Jonathar
2013-10-03
2014-02-04 Bennett
201
20
BREW-Jon15158
Jonatha
2013-12-12
2014-02-04 18ennett
0,051
0.05
BREW-JonIS
158 Jonatha
2014-01-14
2014-02-04 j Bennett
1,6
1.6
BREW-Lon15
1597 Long P
2014-01-14
2014-02-04 Bennett
13.07
13.07
9.8
0.44
2.83
5.5
2.5
35.4
BREW-JonlS
158Jonatha
2014-01-14
2014-07-11 Bennett
1.6
1.6
BREW-Lon15
1597 Long P42014-01-14
2014-07-11 Bennett
13.07
13.07
9.8
0.44
2,83
5.5
2.5
35.4
BREW-Lon15
1597 Long P
2014-04-07
2014-04-14 Bennett
23.95
23.95
6.1
0.25
17.6
21
27
85.2
BREW-Hea12127
Beach PI
2014-06-30
2015-01-06 Coastal
6.17
6.17
1.86
0.01
4.3
1.5
33
7.2
120
BREW-Lon15
1597 Long P42014-07-02
2014-07-18 Bennett
9.63
9.63
5.9
0.13
3.6
0
5.2
7
40.9
BREW1onIS
1581onatha
2014-07-02
2014-07-18 Bennett
18.61
18.6
3.8
3.7
11.1
BREW-Bur01
19 Burning B1
2014-07-18
2015-01-06 Coastal
7.631
7463
4.98
0.35
2.3
3.5
6
6.89
80
BREW.Rus01
17 Russells P12014-08-20
2014-09-11 01M. O'Reilly
23*981
23.98
6.72
0.26
17
0
0
0
10
8.39
6.77
74.23
0
14.6
BREW-Jon15158
Jonatha
2014-10-06
2014-10-09 Bennett
199.116
0.05
0.066
199
BREW-Lon151597
Longe
2014-10-06
2014-10-14 Bennett
4.35
4.35
1.2
0
3.15
3
43
7
68.4
BREW-Jonl5i
158.lonathar
2014-11-06
2014-11-14 Bennett
792.1
21
1.1
770
BREW-Rus0117
Russells P
2014-IZ-16
2015-01-12 1.M. O'Reilly
18.86
18.86
5.1
0.16
13.6
9.1
12
8.88
7.4
12
BREW-Lon15
1597 Long PC
2015-01-07
2015-01-30 Bennett
20.29
20.29
14
0.19
6.1
0
30
0
24.1
BREW-LOn35
1597 Long PC
2015-04-07
2015-05-01 Bennett
16.34
16.34
13
0.72
2.621
6.8
9
0
22
BREW Jonl5
158 Jonathar
2015-07-07
2015-07-30 Bennett
17.4
17.4
3.8
1.7
11.9
BREW-Lon151597
Long PC
2015-07-07
2015-07-30 Bennett
12.413
12.413
7.2
0.073
5.14
0
0
0
39.6
BREW-Bur0119
Burning B
2015-07-30
2015-11-17 Coastal
11.03
11.03
3.89
0.44
6.7
53
4
7.8
260
BREW-Lon15
1597 Long PC
2015-10-07
2015-10-20 Bennett
12.77
12,77
7.6
0.23
4.94
3.1
8,2
0
38.4
BREW-Jonl5158Jonatha
2015-10-07
2015-10-20 Bennett
43.7
43.7
28
0.5
15.2
BREW-Bea12
127 Beach P112015-11-30
2016-01-05 Coastal
69.82
69.82
14
0.82
55
6
9.7
7.67
BREW-Lon35
1597 Long P42016-01-12
2016-01-21 Bennett
12.25
12.25
7.7
0.67
3.88
5.2
0
0
39.5
BREW-Sat32
3205atucket
2016-04-11
2016-04-20 Bennett
21.68
21.68
5.7
0.88
15,11
78
0
0
BREW1onIS
158Jonatha
2016-04-13
2016-04-21 Bennett
42.92
0
0.72
42.2
,Y•
BREW-Lon15
1597 Long P42016-04-13
2016-04-21 Bennett
14.94
14.94
12
0.2
2.74
8.2
0
6.5
28.2
BREW-Bea12
127 Beach PI
2016-06-15
2016-08-26 ACoastal
201
20
201
0
0
0
0
6.56
68
BREW-Rus0117
Russells Pj
2016-06-22
2016-08-23 1.M. O'Reilly
6.97
6.97
4.47
0
2,5
0
0
7.02
BREW-Sat32
320 Satucket
2016-07-05
2016-07-19 Bennett
9.09
9.09
3.7
0.1
5.29
28
13
0
BREW-Lon35
1597 Long P
2016-07-05
2016-07-19 Bennett
12.79
12.79
9,4
0.32
3.07
0
0
0
29.7
BREW-JonIS
15BJonatha
2016-07-05
2016-07-19 Bennett
50.65
1
0.45
49.2
BREW-Rus0117
Russells P42016-09,,29
2016-10-17 1.M. O'Reilly
9.514
9.514
6.2
0.314
3
4
9.5
7.76
BREW-Sat32
320 Satucket
2016-10-11
2016-10-20 Bennett
54.44
54.44
30
0.34
24.1
45
15
0
BREW 1on15
IS81onatha
2016-10-11
2016-10-21 Bennett
808.234
0.15
0.084
808
BREW-LOn35
1597 Long P
2016-10-11
2016-10-26 Bennett
17.93
17.93
7.2
0.23
10.5
12
46
0
41.5
BREW-Old0778
Old Red T
2016-11-10
2016-11-29 Septic Prese
0
6.7
7.5
0
6.8
BREW-BurOI
19 Burning
2016-11-11
2016-11-11 Coastal
9.02
9.02
6.1
+� 0.52
2.4
0
6.7
7
0
BREW-Jon15
158Jonathar
2016-12-06
2016-12-21 Bennett
113.56
113.56
0
0.56
113
BREW-Sat32
3205atucket
2016-12-06
2016-12-21 Bennett
17.3
17.3
12
0.7
4.6
0
0
0
BREW-JonlS
158Jonathar
2016-1248
2016-12-21 Bennett
22.92
22.92
21
0,15
1.77
3.2
0
BREW-Sat32
320Satucket
2017-01-11
2017-01-19 Bennett
45.6
45.6
7.7
14
23.9
130
250
0
BREW-Lon15
1597 Long P
2017-01-11
2017-01-19 Bennett
40.62
40.62
23
0.22
17.4
9.1
26
0
8.8
BREW-Old0778
Old Red T2017-03-29
2017-04-10 Septic Preset
0
6.9
0
S,9
BREW-Sal:321
320 Satucket
2017-03-29
2017-04-111 Bennett
40.481
40.48
0.28
4.6
35.6
01
01
0
-
BREW-Lon15
1597 Long P42017-03-29
2017-04-11 Bennett
16.66
0
14
0
2.66
0
0
0
0
BREW-Lon15
1597 Long P42017-04-06
2017-04-19 Bennett
19.76
19.76
17
0.23
2.53
23
8
0
14.8
BREW-Sat321
320 Satucket
2017-04-20
2017-04-20 Bennett
6.55
6.55
0
2.7
3.85
24
0
0
BREW-Rus0117
Russells P42017-06-29
2017-07-14 1,M. O'Reilly
17.032
17.032
5.74
0.292
31
10
6
6.6
BREW-Sat321
3205atucket
2017-07-13
2017-07-25 Bennett
25.66
25.66
24
0.15
1.51
10
34
if6.5
BREW-LOn35
1597 Long PC
2017-0743
2017-08-21 Bennett
9.69
9.69
6.4
0.19
3.1
0
100
6.5
46.1
BREW-Jon15158
Jonatha
2017-07-27
2017-11-22 Siegmund
34.7
11.5
11.5
11.7
BREW -Beal
127 Beach PI
201708-28
2017-09-11 Coastal
22.38
22.38
3,2
0.28
18.9
0
0
7.17
174
BREW-Bur01
19 Burning B
2017-09-07
2017-09-19 jCoastal
7.14
7.14
2,6
0.14
4.4
201
0
28
7.23
BREW-Rus0117
Russells P
2017-09-18
2017-10-02 J.M. O'Reilly
18.617
18.617
14.1
0.417
4.1
4,71
7
6.68
BREW-Sat32
320 Satucket
2017-10-11
2017-10-23 Bennett
27.97
27.97
17
0.37
10.6
41
97
0
BREW-McGO
56 McGuert
2017-10-11
2017-10-23 Bennett
78
78
0
01
78
100
100
7
1597 Long PC
2017-10126
2017-11-28 Bennett
2.86
2.86
0.92
0
1.94
0
0
0
78.3
BREW-Lon15
BREW-Sar05
50 Sarah Mal
2017-12-01
2019-01-31 WITS
25.22
23.3
0
1.92
BREW-0Id07
76 Old Red T
201742-13
2018-02106 Septic Preset
4.029
4.029
2.8
0.099
1.13
0
0
BREW-Jon15158Jonatha
2018-01-19
2018-01-31 Siegmund
50.8
2.1
9.4
39.3
BREW-Sat32
320Satucket
2018-01-24
2018-01-31 Bennett
31.26
ji 31,28
0.58
2.8
27.9
120
63
6.5
BREW.McGO
56 McGuert
2018-01-24
2018-02-06 A Bennett
0
0
0
0
0
B2260
0
BREW-Rus0117
Russells P42018-03-04
2018-04-16 1 Bennett
1 6.25
6,25
4.6
0
1.65
1 0
8.2
1 0
a
BREW-Sat321
320 Satucket
2018-03-22
2018-04-10 Bennett
13.38
13.38
0.38
2.2
10.8
120
0
0
BREW-0Id07
78 Old Red T
2018-04-02
2018-04-18 Septic Preset
2.03
0
0
0
2,03
54
11
BREW-Jon15158Jonatha
2018-04-02
2018-04-18
Siegmund
0.13
0.13
BREWN-Sat321
320 Satucket
2018-04-03
2018-04-12
Bennett
19.3
19.3
4.5
3.1
11.7
180
120
0
BREW-LOn15
1597 Long Pc
2018-07-16
2018-07-31
Bennett
5.31
5.31
0.95
0
4.36
0
7.3
7
93.2
BREWN-Sat321
320 Satucket
2018-07-16
2018-08-29
Bennett
151.43
151.43
0.43
0
151
300
3300
7
BREW-Bea12
127 Beach PI
2018-08-20
2018-08-30
Coastal
21.6
21.6
18
1.38
2.22
0
0
7,33
45.6
BREW -Thou
54 Thousand
2018-09-07
2019-01-31
Mrs
44.9 F
33.9
0
11
BREW-Sat32
320 Satucket
2018-09-18
2018-10-02
Bennett
24.81
24.81
17
0.19
7.62
11
8.1
0
BREW-Bur01
19 Burning B
2018-09-24
2018-10-04
Coastal
21.3
21.3
21
0.3
0
8.4
0
15
6.81
BREW-Rus0117
Russells P.
2018-10-09
2018-11-01
Bennett
8.36
8.36
5.6
0
2.76
0
6
7
BREW-Sat32
320 Satucket
2018-10-09
2018-11-02
Bennett
22.1
22.1
17
0.31
4.79
14
6.9
0
BREWJon15158
Jonatha
2018-10-10
2018-10-25
Siegmund
48
48
21
2.6
24,4
BREW-OldO778
Old Red T
2018-10-10
2018-10-26
Septic Preset
13.86
13.86
4.2
4.2
5.46
3.6
41
BREW-McGO
56 McGue
2018-10-19
2018-10-31 Bennett
14.97
14.97
8.6
0.2
6.17
17
58
0
BREW-ThouO
54 Thousand
2018-11-30
2019-01-29 WINS
20421
1649
0
3.31
BREW-Sat32320
Satucket
2019-01-08
2019-01-23 Bennett
16.85
16.85
12
0.25
4.6
9.6
35
0
BREW-LOn15
1597 Long Pc
2019-01-08
2019-01-23 Bennett
9.85
9.85
7,6
0
2.25
0
32
0
41.9
BREW-Sar(351
50 Sarah Mal
2019-01-17
2019-02-01 WINS
25.97
15.7
0.3
9.97
BREW-Oldl6
160 Old Red
2019-01-22
2019-02-15 All Cape Env
52
52
0
0
52
7.01
BREW-Sea05
50 Sea Mead
2019-02-21
2019-03-12 WrS
8.01
8.01
0
0
0
0
8
BREWNINN
54 Thousand
2019-02-27
2019-03-22 WINS
58.56
28.7
0.86
29
BREW-Rus01
17 Russells P
2019-03-02
2019-05-29 Bennett
11.14
11.14
10
0
1.14
2.4
0
0
BREW-Sat32
320 Satucket
2019-04-02
2019-05-28 Bennett
27,6
27.6
0.52
0.58
26.5
190
26
0
1
1
BREW-0IdO7
78 Old Red 1p
2019-05-29
2019-10-22 Septic Preset
32.83
32.83
3
0.23
29,6
67
IS
BREW Thou
54Thousand
2019-06-19
2019-07-16 Wry
39.52
35.4
0
4.12
BREW-Sea05
50 Sea Mead
2019-06-19
2019-07-16 WINS
9085
8.4
0
1.45
0
0
7,5
BREW -p
40Cranview
2019-06-27
2020-06-08 Demo Comp
0
BREW-Cra04
40Cranview
2019-06-27
2020-06-08 Demo Comp
0
0
16
046
6.65
15.91
3
6.1
0
BREW-Cra04
40Cranview
2019-06-27
2020-06-08 Demo Compl
0
O
1
6.04
4.76
16.25
0
0.63
6.2
0
BREW-Sat32
320 Satucket
2019-07-09
2019-09-11 Bennett
25.32
25.32
4.3
0.42
20.6
66
150
0
BREW-Lon151597
Longe
2019-07-09
2019-10-01 Bennett
16,541
16.54
13
0.65
2,891
3.2
11
7
45.3
BREW-SarOS
50 Sarah Ma
2019-07-23
2019-08-12 WINS
15,661
13.3
0
2.36
BREW-Cra0440
Cranview
2019-07-24
2020-06-08 C Demo Comp
0
0
1
5096
4.17
19.68
0
1.6
1
4.4
0
BREW-Cra0440
Cranview
2019-07-24
2020-06-06 Demo Comp
0
0
39
1.17
6.32
18.95
3.2
9.8
0
BREW-Cra0440
Cranview
2019-07-24
2020-06-08 Demo Comp
0
BREW-Cra04
40 Cranview
2019-08-13
2020-06-06 Demo Comp
0
0
1
5,38
3.73
19.12
0
1.8
3,61
2.2
BREW-Cra04
40Cranview
2019-08-13
2020-06-08 Demo Comp
0
0
30
1.19
6.38
19,88
1
3.7
6.7
3.2
BREWNCra04
40Cranvlew
2019-08-13
2020-06-08 C Demo Comp
0
BREW -Beal
127 Beach PI
2019-08-27
2019-09-06 Coastal
15.02
15,02
131
0.13
1.89
0
16
7.54
1
105
BREW-Cra04
40Cranview
2019-08-29
2020-06-08 Demo Comp
01
0
1
6.32
3.89
17,44
0
0.961
14
0.055
BREW -p
40Cranview
2019-08-29
2020-06-08 Demo Comp
0
0
17
2,46
6.66
19.68
5
5.3
4.1
BREWN-Cra04
40 Cranview
2019-08-29
2020-06-08 Demo Comp
0
BREW-Jon15158
Jonatha
2019-09-09
2019-10-10 Siegmund
3.7
3.7
BREW-0Id0778
Old RedT2019-09-09
2019-10-22 Septic Preset
28.87
28.87
17
1.9
9.97
32
5.1
BREW-Sat32320
Satucket2019-09-14
2019-11-26 Bennett
14.428
14.428
7,1
0.088
7.24
9.1
71
0
BREW-BurOi
19 Burning B
2019-09-18
2019-09-26 Coastal
9.844
9,8441
6.2
0.074
3.57
1
0
0
0
73
BREW-Sea05
50 Sea Meadj
2019-10-03
2019-11-04 WINS
3.24
2.11
0
1.13
13.2
0
7.8
BREW-Rus01
17 Russells Pj
2019-10-14
2019.11-25 Bennett
14.921
14.921
13
0.061
1.86
2.5
8,8
0
BREW-McGO
56 McGue
2019-10-14
2019-11-26 Bennett
960
960
0
0
960
990
9300
0
BREW -N
158Jonatha
2019-10-15
2019-10-22 Siegmund
8
8
BREW -p
40Cranview
2019-11-21
2020-06-08 Demo Comp
0
1
0
8.9
3.99
9.2
0
0.112
13
0,092
BREW{ra04
40Cranview
2019-11-21
2020-06-08 Demo Camp
0
3.4
4.44
7452
11
3.2
1.4
2.4
BREW-Cra0440
Cranview
2019-11-21
2020-06-08 Demo Compi
0
BREW-Jon15158Jonatha
2019-12-10
2020-01-03 Siegmund
1.2
1.2
BREW-OldO7
78 Old Red T
2019-12-16
2020-01-07 Septic Preset
5463
5.63
4.3
0
133
12
8
BREW-Bd20
200 Brier Lar
2019-12-18
2020-01-09 J,M. O'Reilly
7.804
7.8
6.39
0.214
1.2
0
17
9.45
7.08
BREW-Old0778
Old Red T,
2019-12-26
2020-01-07 Septic Preset
3.81
3.81
2.6
0
1.21
6.9
0
BREW-Sea05
SO Sea Mead
2020-01-13
2020-02-18 WINS
10,78
8.8
0
1098
0
0
7,5
BREW-Sar05
50 Sarah Mal
2020-01-14
2020-02-18 WINS
30.9
10,5
0
20.4
BREW-Lon15
1597 Long P42020-01-30
2020-03-06 Bennett
13,5
13.5
12
0.15
1.35
0
0
0
47,5
BREW-Sat32320
Satucket
2020-01-30
2020-O"B Bennett
70
70
0
0
70
530
3900
7
BREW -Brit
200 Brier Lap
2020-02-12
2020-03-18 IM. O'Reilly
0.37
0.37
0.37
0
0
0
3
10,73
10.96
BREW-Cra04
40Cranvlew
2020-02-20
2020-06-08 Demo Comp
0
1
1
O
7,07
4.47
4.4
1
0
0.49
1
1
0.05
BREW-Cra04
40Cranview
2020-02-20
2020-06-08 Demo Comp
0
79
3.6
7.55
5.4
0.88
0.56
0.72
BREW-Cra0440Cranview
2020-02-20
2020-06-08 Demo Compi
0
BREW-Sea05
50 Sea Mead
2020-04-09
2020-05-04 Wry
18.09
16.1
0
1.99
0
0
6.9
BREW-Sat32320Satucket
2020-05-01
2020-06-08 Bennett
33.14
33.14
0.46
0.78
31.9
110
43
7
BREW-Rus01
17 Russells P
2020-05-01
2020-06-24 Bennett
21.09
21.09
19
0,661
1.43
7.5
0
7
BREW-Old16
160 old Red
2020-05-07
2020-09-02 All Cape Env
4.33
4.33
2.6
0.53
1,2
6.32
BREWNCra04
40 Cranview
2020-05-20
2020-07-15 Demo Compi
0
1 1
0
6.41
4.78
13.3
0
0.51
1
2.1
0.056
BREW-Cra0440
Cranview
2020-05-20
2020-07-15 Demo Comp
0
26
0.29
7.08
12,5
1.1
5.8
1
BREWNCra0440Cranview
2020-05-20
2020-07-15 Demo Camp
0
BREW-OldO77801d
Red T
2020-06-04
2021-01-25 Septic Preset24.1
24.1
9.4
1.6
13.1
76
11
BREW-Lon15
1597 Long P
2020-07-13
2021-02-11 Bennett
8.21
8.21
6.4
0.1
1.71
0
0
7.86
76,4
BREW-SarOSI
SO Sarah Mal
2020-07-23
2020-08-17 WINS
48.8
30
0
18.6
BREW -N
54Thousand
2020-07-23
2020-08-17 WINS
93,41
27.3
0
66.1
BREW -01d:16
160 Old Red
2020-07-28
2021-01-06 All Cape Env
5.84
5.84
2.4
0.24
3.2
p
6.4
BREW-Sea05
50 Sea Mead
2020-08-13
2020-09-08 WrS
6.15
4.19
0
1.96
0
5
6.9
BREW-Cra04
40 Cranview
2020-08-20
2020-10-05 Demo Comp
0
0
0
3.45
4.54
21.4
0
0.58
0
1.7
04058
BREW -Crap
40 Cranview
2020-08-20
2020-10-05 Demo Comp
0
44
0.15
6.94
21.4
-
1.5
4,1
1.4
BREW -Crap
40Cranview
2020-08-20
2020-10-05 Demo Comp
0
BREW-1On15158Jonatha
2020-0B-28
2020-11-09 Siegmund
14
14
BREW-Bur01
19 Burning B
2020-09-09
2020-09-18 Coastal
15.82
15.82
8,8
0.42
6,6
17
0
57
6.84
BREW -01d16
160 old Red
2020-10-26
2021-01-06 All Cape Env
9.23
9,23
3.4
0.53
5.3
6.98
BREW-Sat32
320 Satucket
2020-10-26
2021-02-22 Bennett
26.9
26.9
0.46
0,34
26.1
78
830
7.98
BREW-McGO
56 McGuert
2020-10-26
2021-02-26 Bennett
422.85
422.85
2.6
0.25
420
1100
8300
7.69
BREW-Rus01
17 Russells P
2020-10-26
2021-04-08 Bennett
8.028
8.028
4.9
0.068
3.06
2.7
0
7.311
1
BREW-Cra0440
Cranview
2020-11-19
2020-12-28 Demo Comp
0
0
0
6,34
4.08
11
0
1
0
4
0.12
BREW -Crap
40Cranview
2020-S1-19
2020-12-28 Demo Com
0
37
3.73
7.78
125
5,8
2.1
5.1
BREW-Cra04
40 Cranview
2020-11-19
2020-12-28 Demo Comp
0
BREW-OldO778
Old Red T
2021-01-12
2021-04-22 Septic Preset
5,159
5.159
2.5
0.089
2.57
23
0
BREW-Jorl
BREW-Sat32320Satucket2021-01-12
BREW-Lon15
158Jonathar2021-01-12
3597 Long Pc
2021-01-12
2021-04-22 Siegmund
2021-08-02 Bennett
2021-08-02 Bennett
6
27
6.714
27
6.714
6
0
5.2
3.4
0,084
23.6
1.43
130
4.7
75
0
7.14
7.71
82.2
BREW Thou
BREW-Sea05
54 Thousand
50 Sea Mead
2021-01-15
2021-02-22
2021-02-22 WTS
2021-03-29 WTS
48,2
71.27
36.3
2.57
0
20.5
11.9
48.2
22
21
7.9
.
BREW-Sar05l
BREW-OldO7
BREW-McGO
BREW-Bur0219
BREW-Sat32
BREW-Rus0117
50 Sarah Mal
78 Old Red T
39 McGuert
2021-02-22
2021-03-03
2021-03-15
2021-03-29 WTS
2021-04-22 t Septic Preset15.8
2021-04-12 1.M, O'Reilly
SS.51
78.4
17,71
68.1
30.02
15.8
78.4
17.71
68.1
10.02
11
5.5
8.6
16
0
8.1
0
0.31
6,8
0.23
0
0
44.5
9.99
63
1.5
68.1
1.92
47
53
100
0
0
26
33
0
72
0
7.13
7.1
0
Burning
2021-03-22
2021-03-30 Coastal
2021-09-02 Bennett
2021-08-05 Bennett
320 Satucket
2021-04-01
Russells P
2021-04-01
BREW-Jon151581onatha
BREW-Cra0440Cranview
BREW-Cra04
40Crarl
2021-135-30
2021-05-13
2021-05-13
2021-07-29 Siegmund
2021-06-14 BCDHE
2021-06-14 BCDHE
16
0
0
16
12
47
5.16
-0.01
4.66
7.29
12.6
13.7
0
0.9
5.6
0
3
5.9
0.23
5.5
BREW-Cra044OCranview
BREW-SeaOS
BREW-McGO
BREW-Sat32
BREW-LoniS
BREW-OId077801d
BREW-Cra0
BREW-Cra04
2021-06-14 BCDHE
2021-07-22 WTS
2021-07-09 J.M. O'Reilly
2021-08-16 Bennett
2021-08-02 Bennett
2021-09-24 Septic Preset
2021-08-30 BCDHE
2021-08-30 BCDHE
0
16.24
32.888
58,1
79.279
24.77
0
0
32.888
58.1
79.279
24.77
14.4
26
0
52
1.3
b
0.888
2
0.079
4.87
1.84
6
56.1
27.2
18.6
14
14
36
28
12
93
5.2
4.5
6
46
82
10
3.85
-0.01
7.8
0
5.5
3.48
7.32
21.3
23.3
0
1.9
6.8
0
0
1.1
7.6
0.78
5.5
50 Sea Mead
39 McGue
320 Satucket
1597 Long P42021-07-14
RedT
40 Cranview
40 Cranview
2021-05-13
2021-06-04
2021-06-10
2021-07-07
2021-08-30
2021-08-11
2021-08-11
BREW-Cra0440
Cranview
2021-08-11
2021-08-30 BCDHE
0
6,76
30.828
31
36.249
53.6
33.8
9.43
14.6
5,4
9.3
27
18
0
2,4
6.9
0
0
0,528
0.292
•0.249
0
94
0
3.44
1.36
21
3,61
18
51.6
23
2.53
27
11
47
51
4.1
0
11
41
6
4
45
120
62
0
7.6
6.5
7.29
6.83
7.23
78
BREW Thou
54Thousand
2021-08-12
2021-10-14 WTS
18,04
6.76
30.828
30.892
36.249
51,6
33.8
9.43
BREW-Bea12
BREW-McGO
BREW-BrI201
BREW-TholH
BREW-Sat32
BREW-MCGO
BREW-Rus0117
127 Beach PI
39 McGuert
200 Brier Lan
7Thousand 4
320 Satucket
56 McGuert
Russells P
2021-08-26
2021-0940
2021-09-10
2021-09-17
2021-11-01
2023-11-01
2021-11-01
2021-09-09 Coastal
202140-01 1M, O'Rellly
2021-10-06 5M. O'Reilly
2021-10-25 J.M. O'Reilly
2022-01-06 Bennett
2022-01-07 Bennett
2022-01-07 Bennett
BREW-Rob2
BREW-CraO
BREW-CraO
298 Robbins
40Cranview
400ranview
2021-11-01
2021-11-15
2021-11-15
2022-04-19 Bennett
2021-12-28 BCDHE
2021-12-28 BCDHE
84.3
0
0
84.3
66
0
18.3
0
0
56
10
7.68
0.22
3.55
7.51
0
3.1
8.6
0
4.3
4
1.5
8
BREW-Cra0440Cranview
BREW-ThoO
BREW-MCGO
7Thousand
39 McGue
2021-11-15
2021-11-30
2021-11-30
2021-12-28 BCDHE
2022-01-03 J.M. O'Reilly
2022-01-06 1.M.0'Rellly
0
31.98
27.51
31.98
27.51
22
19
0.28
0.41
9,7
8.1
4.8
7,2
46
9
6
BREW4on15158
BREW-Sat32
Jonatha
3205atucket
2022-01-05
2022-01-20
2022-01-28 Siegmund
2022-05-03 Bennett
2022-04-21 WTS
9.9
44.3
9.03
44.3
9,9
0
7.3
0
0
44.3
1.73
86
0
140
0
7.38
7.9
BREW-Sea05
SO Sea Mead
2022-02-08
BREW ThoO
BREW -Beal
BREW -Beal
7Thousand
127 Beach PI
127 Beach PI
2022-02-23
2022-03-0e
2022-03-08
2022-03-18 1,M. O'Reilly
2022-03-25 Coastal
2022-03-29 Coastal
28.8
19.2
19,2
28,8
19.2
19.2
21
18
16
0.1
1.2
1.2
7.7
0
0
16
0
0
58
97
97
6
7.66
7.66
44.2
44.2
'
BREW-McG13
BREW-Bur01
39 McGue
19 Burning
2022-03-09
2022-03-09
2022-03-244J... O'Reilly
2022-03-25 Coastal
51,54
19.75
51.54
19.75
6.3
19
0.24
0,35
45
0.4
0
2,2
0
11
8.7
7,4
BREW-Bur01
19 Burning
2022-03-09
2022-03d9 Coastal
19.75
19.75
19
0.35
0.4
2.2
0
8.7
7.4
BREW-CraO
40Cranview
2022-03-23
2022-04-27 BCDHE
0
BREW lon15158
BREW-Cra04
BREW-Cra0
Jonatha
40 Cranview
40Cranview
2022-03-23
2022-03-23
2022-03-23
2022-05-04 Siegmund
2022-05-17 BCDHE
2022-05-17 BCDHE
17
0
0
17
58
19
0
5.35
7.23
5.81
300
6.61
18.7
r
36
6,1
23
6.02
3,38
BREW-Sar05
50 Sarah Ma
2022-03-29
2022-05-17 WTS
30.25
9.85
0
20.4
BREW -Thou
54 Thousand
2022-03-29
2022-05-17 WTS
35.81
13.2
17.7
4.91
BREW-Gre08
83 Greenlan
2022-03-29
2022-05-17 N?S
37.8
17.6
0
20.2
BREW-Sat32
320 Satucket
2022-04-13
2022-05-03 Bennett
61.8
61.8
0
0
61.8
70
150
6.7
BREW-0ld07
BREW-Cra0440
BREW-Cra04
78 Old Red T
Cranview
40 Cranview
2022-04-26
12022-05-18
2022-05-18
2022-05-22 Siegmund
2022-06-10 BCDHE
2022-06-10 BCDHE
6.09
0
0
6.09
3.2
0.23
2.66
19
8
56
6.5
4.9
0.05
5,31
0
4,31
6.8
6.9
3.35
6.99
7.45
2.3
7.03
BREW-Cxa04
40Cranview2022-05-18
2022-06-10 JBCDHE
0
BREW-McGO
39 McGuert
2022-05-23
2022-06-20 JJ,M, O'Reilly
40,951
40.95
17
0.95
23
35
31
+i
206
0
14
28
0
0
115
0 2 0
0
0
0
0
0
0
28
0 28
23
1
0
Counts for the # of ammeters
324
228
278
2 6
257
21
148
123
224
32
Non -Compliant Innovative/Alternative
Septic System Referral Summary
Barnstable County Department of Health and Environment
P.O. Box 427, Barnstable, MA 02630
Christian Diaz Avalo
7 Thousand Oaks Drive
Brewster, MA 02631
Referral Summary
On 6/07/2022 an email was received from the Operator that the owner did not renew their O&M and a letter of non-
compliance was sent on 6/21/2022.
On 7/14/2022 another letter ofnon-compliance was sent via certified mail.
The certified letter signature card was received back 7/21/2022, USPS shows delivered/signed for on 7/16/2022.
As of today, August 11, 2022, the owner is still out of compliance.
Contact Chronology
07/14/2022 - Letter sent via certified mail #70220410000021146675.
06/21/2022 - Letter sent via standard mail.
Documentation
The attached documents are copies of the correspondence sent to the owner. The originals are available if needed.
Barnstable County
Regional Government of Cape Cod
Department of Health and Environment
Innovative/Alternative Septic System Management and Compliance
June 21st, 2022
Christian Diaz Avalo
121 Sheffield Road
Brewster, MA 02631-2847
RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 7 Thousand Oaks
Drive in the town of Brewster.
Dear Christian Diaz Avalo,
Our records indicate that the operation and maintenance contract with J.M. O'Reilly and Associates, Inc. for your
innovative/alternative wastewater treatment system may have expired or was canceled as of June 7th, 2022.
I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of
Brewster require you to keep an operation and maintenance (O&M) contract in effect at all times for your system.
Information about these requirements may be found at https//septic barnstablecountyhealth.oro. You can access the list of
wastewater operators of whom we are aware do business in Barnstable County. This septic database also provides further
explanation about your I/A septic system, as well as any sample and inspection history for the performance of your system,
as entered by previous service providers.
My department oversees I/A septic system management and compliance efforts for the Board of Health in your town. We are
authorized by your Board of Health to contact you to inform you of the above requirement and to request your compliance.
Accordingly, please forward a copy of a signed contract via mail, fax, or e-mail within fifteen (15) days of receipt of this
letter. For your convenience, I have enclosed a list of wastewater operators we are aware of that do business in Barnstable
County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or
vendor.
Please be advised that if you do not respond within fifteen (15) days of your receipt of this letter by forwarding a copy of a
signed contract, you may be referred to the Brewster Board of Health for further enforcement action.
I can be reached at 508-375-3645; my fax number is (508)362-2603. I can also be reached via email at
tracy.long@barnstablecounty.org. Thank you for your prompt attention to this matter.
Sincerely,
Tracy Long
CC: Brewster Board of Health
Enclosures (2): Certified Wastewater Treatment System Operators List, Inspection and Testing Requirements
BARNSTABLE COUNTY COMPLEX
3195 MAIN STREET / PO BOX 427
BARNSTABLE, MASSACHUSETTS 02630
Phone: (508)375-6613 1 Fax: (508)362-2603 1 TDD: (508)362-5885
Web: barnstablecountyhealth.org I Twitter: @BCHDCapeCod
July 14thI 2022
Christian Diaz Avalo
7 Thousand Oaks Drive
Brewster, MA 02631-2651
RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 7 Thousand Oaks
Drive in the town of Brewster.
Dear Christian Diaz Avalo,
Our records indicate that the operation and maintenance contract with J.M. O'Reilly and Associates, Inc. for your
innovative/alternative wastewater treatment system may have expired or was canceled as of June 7th, 2022. To date we
have not received evidence that you have entered into a new operation and maintenance contract.
I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of
Brewster require you to keep an operation and maintenance (O&M) contract in effect at all times for your system. Information
about these requirements may be found at https://septic.barnstablecountyhealth.org,
My department oversees I/A septic system management and compliance efforts for the Board of Health in your town. We are
authorized by the Brewster Board of Health to contact you to inform you of the above requirement and to request your
compliance. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within fifteen (15) days of
receipt of this letter.
For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable County.
The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or vendor.
Please be advised that if you do not respond within fifteen (15) days of your receipt of this letter by forwarding a
copy of a signed contract, I may refer you to the Brewster Board of Health for further enforcement action. You may
be required to appear before the Brewster Board of Health to show cause as to why you have not maintained the
required contract.
I can be reached at 508-375-3645; my fax number is (508)362-2603. I can also be reached via email at
tracy.long@barnstablecounty.org. Thank you for your prompt attention to this matter.
Sincerely,
Tracy Long
CC: Brewster Board of Health
Enclosures (2): Certified Wastewater Treatment System Operators List, Inspection and Testing Requirements
Certified Letter Number: 70220410000021146675
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Domestic Return Receipt ;
DEVAL L PATRICK
Governor
TIMOTHY P. MURRAY
Lieutenant Governor
Commonwealth of Massachusetts
Executive Office of Energy & Environmental Affairs
Department of Environmental Protection
One Winter Street Boston, MA 02108 • 617-282-5500
RICHARD K SULLIVAN JR.
Secretary
KENNETH L. KIMMELL
Commissioner
GENERAL USE CERTIFICATION
Pursuant to Title 5, 310 CMR 15.00
Name and Address of Applicant:
Smith &Loveless, Inc.
14040 Santa Fe Trail Drive
Lenexa, KS 66215
Trade name of technology and models: Smith &Loveless Modular FAST® Units for facilities
with design flows of 2,000 gpd to less than 10,000 gpd (hereinafter called the "System").
Schematic Drawings illustrating the System, a design and installation manual, an owner's
manual, an operation and maintenance manual, and an inspection checklist are part of this
Approval.
Transmittal Number: W069734
Date of Issuance: revised February 19, 2013
Authority for Issuance
Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of
Environmental, Protection hereby issues this General Use Certification to: Smith &Loveless,
Inc., 14040 Santa Fe Trail Drive, Lenexa, KS 66215 (hereinafter "the Company"), certifying the
System described herein for General Use in the Commonwealth of Massachusetts. The sale,
design, installation, and use of the System are conditioned on compliance by the Company, the
Designer, the Installer, the Service Contractor, and the System Owner with the terms and
conditions set forth below. Any noncompliance with the terms or conditions of this Certification
constitutes a violation of 310 CMR 15.000.
David Ferris, Director
Wastewater Management Program
Bureau of Resource Protection
February 19, 2013
Date
This Information is available in alternate format. Call Michelle Waten;�kanem, Diversity Director, at 617-292-5751. TDD# 1-866-539-7622 or 1-617-574-6668
MassDEP Website: www.mass.gov/dep
Printed on Recycled Paper
Revised General Use Certification
Smith & Loveless Inc. - Modular FAST
Technology Description
Page 2 of 3
The System, a fixed film aeration treatment process, is an aerobic process in which the media is
100 -percent submerged. In the submerged application, the aeration and mixing are provided by an
airlift mechanism. A draft tube, in the center of the System, extends through the media. Air is
pumped into the draft tube by a compressor; wastewater is pumped from below the media to the top
of the submerged media. The pumped liquid impacts the splash plate, which directs the wastewater
across the top of the submerged media. The splash plate also creates a break-up of the wastewater
into droplets to increase the surface area of the liquid to enhance the aeration of the wastewater. The
oxygenated wastewater then passes down, through the media, where the bacterial activity takes
place. The System uses both fixed film and suspended bacteria in the degradation of the organic
material.
The System is designed to allow the plastic or epoxy -coated steel modular inserts, the treatment
unit with the media, to be installed in an appropriately sized precast or cast -in-place concrete tank.
The inserts are constructed of PVC or high-density polyethylene plastic in modular units with the
number of units and the tank size governed by the wastewater design flow and characteristics.
The System is designed with storage volume beneath the media to provide sludge storage of
excess solids, which slough off the media. The sludge storage zone must be periodically
pumped, based on sludge accumulation. Prior to or at the time the excess sludge is being
removed, the air scour system should be activated to loosen and remove solids attached to the
media. The removed solids will settle to the bottom of the tank and be removed with the sludge.
Conditions of Approval
The term "System" refers to the STU in combination with the other components of an on-site
treatment and disposal system that may be required to serve a facility in accordance with 310
CMR 15.000.
The terms "Approval" or "Certification" refer to the technology -specific Special Conditions,
the Standard Conditions for General Use Certification of Secondary Treatment Units, the
General Conditions of 310 CMR 15.287, and any Attachments.
For Secondary Treatment Units that have been issued General Use Certification for the
installation of a System to serve a facility where the site meets the requirements for new
construction, the Department authorizes the sale, design, installation and use of the System,
subject to the Standard Conditions that apply to all Secondary Treatment Units with General Use
Certification and subject to the Special Conditions below applicable to this Technology.
Special Conditions
1. The System is a Secondary Treatment unci wiui UGiioiai �J� �-.,��....,u�..,.-• �-- �----___..__ __ ____
Special Conditions contained in this Approval, the System shall comply with all the
"Standard Conditions for Secondary Treatment Units Certified for General Use", except
where stated otherwise in these Special Conditions.
2. The System is approved for facilities where the design flow is 2,000 gpd or greater and
fsmithsp.doc
Revised General Use Certification
Smith & Loveless Inc. - Modular FAST
Page 3 of 3
where a conventional system with a reserve area exists or can be built on-site in full
compliance with the new construction requirements of 310 CMR 15.000 and has been
approved by the local approving authority.
3. Since the System is not approved for design flows less than 2,000 gpd, the System shall not
be entitled to the reduction in leachfield size provided in Paragraph II.4 of the Standard
Conditions for General Use Certification of Secondary Treatment Units, and Paragraph II.5
shall not apply.
4. Prior to the submission of an application for a DSCP, for all nonresidential Systems and
Systems with design flows of 3,000 gpd or greater, the Company shall submit to the
Designer and the System Owner, a certification by the Company or its authorized agent that
the design conforms to the Approval and all Company requirements and that the proposed
use of the System is consistent with the Technology's capabilities. The authorized agent of
the Company responsible for the design review shall have received technical training in the
Company's products.
fsmithsp.doc
Charles D. Baker
Governor
Katyn E. Polito
Lieutenant Governor
Commonwealth of Massachusetts
Executive Office of Energy & Environmental Affairs
Department of Environmental Protection
One Winter Street Boston, MA 02108 •617-292-5500
Standard Conditions for Secondary Treatment Units
Certified for General Use
Last Revised: March 20, 2015
Matthew A. Beaton
Secretary
Martin Suuberg
Commissioner
A Secondary Treatment Unit (STU) is an alternative technology designed to reduce the
amount of organic material and solids in sanitary wastewater. An STU may be used as a
component of an on-site sewage disposal system to enhance treatment prior to discharge to the
soil absorption system (SAS). For residential systems with design flows less than 2,000 gpd,
certain STU's may be used as a component of an on-site sewage disposal to reduce the effective
leaching area required for the SAS where soil or site conditions may make conventional soil
absorption systems more costly or less desirable to construct. For residential systems with
design flows less than 2,000 gpd, an STU which allows for a reduced leach held may require less
land area, potentially less fill, and less disturbance of the site.
The System consists of an STU preceding a soil absorption system and, when the
leaching area is reduced or the design flow is 2,000 gpd or greater, the SAS must be pressure
dosed. A conventional septic tank precedes the STU unless exempt by the Special Conditions
for a specific Technology.
The use of an STU in accordance with this General Use Certification requires, among
other things:
• A Disclosure Notice in the Deed to the property (3 10 CMR 15.287(10)) (A Deed
Notice template is available from the Department);
• Certifications by the Designer and the Installer (3 10 CMR 15.021(3));
• A Massachusetts certified operator who has received training for the technology and
is under contract for periodic inspection and maintenance (3 10 CMR 15.287(10));
• Periodic sampling, recordkeeping, and reporting, in accordance with this Approval;
• Notification within 24 hours by the System Owner to the local approving authority of
any System failure;
• When pumping is required to discharge to the SAS, 24-hour emergency wastewater
storage capacity above the elevation of the high level alarm;
• System Owner Acknowledgement of Responsibilities, in accordance with this
Approval.
This information is available in alternate format. Call Michelle Waters-Ekanem, Diversity Director, at 617-292-5751. TTY# MassRelay Service 1-800-439-2370
MassDEP Website: www.mass.gov/dep
Printed on Recycled Paper
Standard Conditions for Secondary Treatment Units Page 2 of 16
Certified for General Use
Last Revised: March 20, 2015
Definitions and References:
The term "System" refers to the approved technology in combination with the other
components of an on-site treatment and disposal system that may be required to serve a
facility in accordance with 310 CMR 15.000.
The term "Approval" or "Certification" refers to these Standard Conditions, the Special
Conditions contained in the Technology Approval, the General Conditions of 310 CMR
15.287, and any Attachments.
The Conditions contained herein MUST be read in conjunction with any special conditions
that are Technology -specific.
I. Purpose
1. This Certification is for the installation of a System to serve a facility for which a site
evaluation in compliance with 310 CMR 15.000 has been approved by the Approving
Authority and the site meets the siting requirements for new construction.
2. The sale, design, installation, and use of the System shall be subject to these
requirements for all systems that submit a complete Disposal System Construction
Permit (DSCP) application after the effective date of these Standard Conditions.
Existing Systems and Systems for which a complete DSCP application was submitted
prior to the effective date of these requirements shall not be subject to the design and
installation requirements, however, the System Owner, the Service Contractor, and
the Company shall be subject to all other requirements contained herein.
3. This Certification shall not be used for the installation of a System to upgrade or
replace an existing failed or nonconforming system, unless the facility meets the
siting requirements for new construction, including a reserve area. All other proposed
upgrades utilizing this System shall be in conformance with the Remedial Use
Approval issued by the Department for this System.
4. With the other applicable permits or approvals that may be required by Title 5, the
Certification for General Use authorizes the installation and use of the System in
Massachusetts. All the provisions of Title 5, including the General Conditions for
Alternative Systems (3 10 CMR 15.287), apply to the sale, design, installation, and
use of the System, except those provisions that specifically have been varied by this
Approval.
5. Provided that the local approving authority approves the System in conformance with
the Department's General Use Certification for the System, Department review and
approval of the site-specific System design and installation is not required unless the
Department determines on a case-by-case basis, pursuant to its authority at 310 CMR
15.003(2)(e), that the proposed System requires Department review and approval.
Standard Conditions for Secondary Treatment Units Page 3 of 16
Certified for General Use
Last Revised: March 20, 2015
II. Design and Installation Requirements
1. Effluent BODS, TSS and pH - The effluent discharge concentrations from the
Secondary Treatment Unit to the SAS shall not exceed secondary treatment standards
of 30 mg/L BODS and 30 mg/L TSS and the effluent pH range shall be 6.0 to 9.0.
2. Except where the Special Conditions for an approved Technology state otherwise, the
Alternative System shall include a properly sized and constructed septic tank,
designed in accordance with 310 CMR 15.223 —15.229, connected to the building
sewer and followed in series by the Technology and the SAS.
3. Except where the Special Conditions for an approved Technology state otherwise, the
Alternative System shall be installed in a manner which does not intrude on, replace,
or adversely affect the operation of any other component of the subsurface sewage
disposal system.
4. Residential stems less than 2000�d Alternative Design Standard to 310 CMR
15.242(1)(a) Effluent Loading Rates — For residential Systems with design flows less
than 2000 gpd, the required effective leaching area may be reduced up to 50 percent
when using the loading rates for gravity systems of 310 CMR 15.242(1)(a), provided
that:
a) no variance is granted for a reduction in depth to groundwater;
b) no variance is granted for a reduced depth of pervious material; and
c) effluent pressure distribution is provided and designed in accordance with
Department guidance. The Department's Pressure Distribution Guidance dated
May 24, 2002 can be viewed on the internet under Title 5/Septic Systems
Guidance at http://mass.govldep/water/lawslpolicies.htm#t5guid .
(Altern
atively, the effluent loading rates provided in 310 CMR 15.242(1)(b) for
pressure distribution maybe utilized, but no reduction in the effective leaching area
may be taken when using these loading rates, as stated in the regulation.)
For residential design flows of 2000 gpd or greater and for all nonresidential systems,
no reduction in the effective leaching area is allowed.
5. When the System is allowed a reduction in the required effective leaching in accordance
with Paragraph I.45 the installation shall not disturb the site in any manner that would
preclude the future installation of the conventional full-sized primary SAS without
encroaching on the reserve area.
The record drawings, approved by the local approving authority, must clearly indicate
the area for afull-sized conventional primary SAS and the full-sized conventional
reserve area are for the sole purpose of upgrading the on-site sewage disposal system in
the future, if necessary, without any increase in flow.
6. The record drawings, approved by the local approving authority, must clearly indicate
the area for a conventional reserve SAS is for the sole purpose of upgrading the on-site
sewage disposal system in the future, if necessary, without any increase in flow.
Standard Conditions for Secondary Treatment Units
Certified for General Use
Last Revised: March 20, 2015
Page 4 of 16
Except for the installed SAS, the System Owner shall not construct any permanent
buildings or structures or disturb the site in any manner that would encroach on the area
approved for a full-sized conventional primary SAS or the area approved for a full-sized
conventional reserve SAS.
7. In a nitrogen sensitive area (NSA), as defined in 310 CMR 15.215, Alternative
Systems serving facilities with actual or design flows of 2,000 GPD or greater must
include treatment with a Recirculating Sand Filter (RSF) or equivalent technology, as
required by 310 CMR 15.202(1). Under this General Use Certification, Secondary
Treatment Units are not approved as an RSF equivalent technology and shall not be
installed in a NSA to serve facilities with actual or design flows of 2,000 GPD or
greater. (The Technology may have a separate approval for nitrogen reduction, but
must be installed under that approval.)
8. The System may only be installed in soils with a percolation rate of up to 60 minutes
per inch (MPI).
9. Except for septic tank covers which are not required to be at grade, the frames and
covers of all other access manholes and ports of the System components shall be
watertight, made of durable material, and shall be installed and maintained at grade,
to allow for necessary inspection, operation, sampling and maintenance access.
Manholes brought to final grade shall be secured to prevent unauthorized access. No
structures which could interfere with performance, access, inspection, pumping, or
repair shall be located directly upon or above the access locations*
conveyance lines and other
10. Y
All System control units, valve boxes, distribution piping, y
System appurtenances shall be designed and installed to prevent freezing.
11. The System control panel including alarms and controls shall be mounted in a
location always accessible to the operator (service contractor).
When pumping is required to discharge to the SAS, the System shall be equipped
with sensors and high-level alarms to protect against high water due to pump failure,
pump control failure, loss of power, system freeze ups, or backups. Emergency
storage shall be provided when pumping to discharge is employed, including pressure
distribution, such as when the System is allowed a reduction in the required effective
leaching area, in accordance with Paragraph I.4. Emergency storage capacity for
wastewater above the high level alarm shall be provided equal to the daily design
flow of the System and the storage capacity shall include an additional allowance for
the volume of all drainage which may flow back into the System when pumping has
ceased.
12. System unit malfunction and high water alarms shall be readily visible and audible for
the facility occupants and the Service Contractor and shall be connected to circuits
separate from the circuits serving the operating equipment and pumps.
13. The System shall not include any relief valve or outlet for the discharge of wastewater
to prevent flooding of the system, back up or break out.
Standard Conditions for Secondary Treatment Units
Certified for General Use
Last Revised: March 20, 2015
Page 5 of 16
14. Any System structures with exterior piping connections located within 12 inches of or
lower than the Estimated Seasonal High Groundwater elevation shall have the
connections made watertight with neoprene seals or equivalent.
15. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall
be provided within the SAS consisting of a perforated four inch pipe placed vertically
down to the elevation of the SAS interface with the underlying unsaturated pervious
soils to enable monitoring for ponding. The pipe shall be capped with a screw type
cap and accessible to within three inches of finish grade. (A locking cap at -grade is
preferred for annual inspection.)
16. Upon submission of an application for a Disposal System Construction Permit
(DSCP), the Designer shall provide to the local Approving Authority:
a) proof that the Designer has satisfactorily completed any required training by the
Company for the design and installation of the Technology;
b) certification of the design by the Company for any residential system with a
design of 2,000 gpd or more or for any proposed non-residential system or if
required by the Special Conditions for an approved Technology;
c) certification by the Designer that the design conforms to the Approval, any
Company Design Guidance, and the 310 CMR 15.000; and
d) a certification, signed by the Owner of record for the property to be served by the
Technology, stating that the property Owner:
i) has been provided a copy of the Approval, the Owner's Manual, and the
Operation and Maintenance Manual and the Owner agrees to comply with all
terms and conditions;
has been informed of all the Owner's estimated costs associated with the
operation including, when applicable: power consumption, maintenance,
sampling, recordkeeping, reporting, and equipment replacement;
iii) understands the requirement for a service contract;
iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by
310 CMR 15.287(10) and the Approval;
v) agrees to fulfill his responsibilities to provide written notification of the
Approval to any new Owner, as required by 310 CMR 15.287(5);
vi) if the design does not provide for the use of garbage grinders, the restriction is
understood and accepted; and
vii) whether or not covered by a warranty, the System Owner understan
ds the
requirement to repair, replace, modify or take any other action as required by
the Department or the local Approving Authority, if the Department or the
local Approving Authority determines the System to be failing to protect
public health and safety and the environment, as defined in 310 CMR 15.303.
17. The System Owner and the Designer shall not submit to the local Approving
Authority a DSCP application for the use of a Technology under this Certification if
the Certification has been revised, reissued, suspended, or revoked by the Department
Standard Conditions for Secondary Treatment Units
Certified for General Use
Last Revised. March 20, 2015
Page 6 of 16
prior to the date of application. The Certification continues in effect until the
Department revises, reissues, suspends, or revokes the Certification.
18. The System Owner shall not authorize or allow the installation of the System other
than by a locally approved Installer and, if required by the Company, a person
certified or trained by the Company to install the System.
19. Prior to the commencement of construction, the System Installer must certify in
writing to the Designer, the local Approving Authority, and the System Owner that
(s)he is a locally approved System Installer and, if required by the Company, is
certified by or has received appropriate training by the Company.
20. The Installer shall maintain on-site, at all times during construction, a copy of the
approved plans, the Owner's manual, the O&M manual, and a copy of the Approval.
21. Prior to the issuance of a Certificate of Compliance by the local Approving Authority,
the System Installer and Designer must provide, in addition to the certifications
required by Title 5, certifications in writing to the local Approving Authority that the
System has been constructed in compliance with the terms of the Approval.
22. The Department has not determined that the performance of the System will provide a
level of protection to public health and safety and the environment that is at least
equivalent to that of a sanitary sewer system.
If it is feasible to connect a new or existing facility to the sewer, the Designer shall
not propose an Alternative System to serve the facility and the facility Owner shall
not install or use an Alternative System; and
When a sanitary sewer connection becomes feasible after an Altern
ative System has
been installed, the System Owner shall connect the facility served by the System to
the sewer within 60 days of such feasibility and the System shall be abandoned in
compliance with current Code requirements, unless a later time is allowed in writing
by the Department or the local Approving Authority.
III. Operation and Maintenance
1. To ensure proper operation and maintenance (O&M) of the System, the System
Owner shall enter into an O&M Agreement with a qualified Service Contractor
whose name appears on the Company's current list of Service Contractors and has
been certified, at a minimum, at Grade Level II (two) by the Board of Registration of
Operators of Wastewater Treatment Facilities, in accordance with Massachusetts
regulations 257 CMR 2.00. Prior to commencement of construction of the System,
the System Owner shall provide to the local Approving Authority a copy of a signed
O&M Agreement.
2. From start up and thereafter, the System Owner and Service Contractor shall be
responsible for the proper operation and maintenance of the System in accordance
with this Certification, the Designer's O&M requirements, the Company's O&M
requirements, and the requirements of the local Approving Authority. The System
Standard Conditions for Secondary Treatment Units
Certified for General Use
Last Revised: March 20, 2015
Page 7 of 16
Owner and Service Contractor shall be responsible for compliance with all
monitoring and inspection requirements. All inspection, operation, maintenance, and
monitoring requirements remain in effect until the conditions are modified,
terminated, or superseded by a new Approval.
3. The System shall comply with the following monitoring requirements and effluent
limits. The required O&M Agreement with the Service Contractor shall include the
following monitoring schedule, at a minimum, subject to modifications that may be
required by Paragraphs III.7.a) and 7.b):
Monitoring
Sample
Location
Effluent
Parameter
Fre uenc
Type
Limits
See
frequency
effluent of
6 to 9
pH
specified
grab
treatment unit
below
See
frequency
effluent of
< 40 NTU
turbidity
specified
measure
treatment unit
below
See
Measure and
settleable
frequency
effluent of
record ml/1
solids
specified
measure
treatment unit
only
below
See
Record
frequency
visual
effluent of
observation
color
specified
observation
treatment unit
only
below
See
dissolved
frequency
effluent of
> 2 m /l
mg/l
oxygen (D.O.)
specified
measure
treatment unit
—
Depth of
See
Inspection port to
See Paragraph
Ponding
Paragraph
measure
bottom of SAS
III.10
within SAS
III.10
Thickness of
Septic tank or
floating
Once every
other process
Pump out, as
grease/scum
3 years
measure
tank where solids
necessary
la er
are retained
Depth of
Septic tank or
Sludge and
Once every
other process Pump out, as
distance to
measure
3 years
tank where solids necessary
effluent
are retained
tee/filter/outlet
Standard Conditions for Secondary Treatment Units
Certified for General Use
Last Revised: March 20, 2015
Page 8 of 16
4. An individual household shall be monitored at least once every 12 months (exclusive
of alarm responses or other maintenance visits).
5. Facilities (residential and nonresidential) with a design flow of less than 2,000 gpd,
other than an individual household, shall be monitored a minimum of twice/year with
a minimum of 5 months since the last monitoring inspection (exclusive of alarm
responses or other maintenance visits) and a maximum of 7 months between
monitoring inspections.
6. Facilities (residential and nonresidential) with a design flow of 2,000 gpd or greater
shall be monitored quarterly not less than 2 months since the last monitoring
inspection (exclusive of alarm responses or other maintenance visits) and not more
than 4 months between monitoring inspections.
7. Systems installed under this Approval shall be subject to the following Performance
Requirements:
a) Whenever field tests indicate a pH outside the specified range, an exceedance of
the turbidity limit, or D.O. below the desired minimum, the Service Contractor
shall make adjustments and/or repairs to the System, as deemed necessary during
the inspection, and collect an effluent sample for laboratory analysis for BODS
and TSS;
b) For an individual household, if laboratory analyses indicate an exceedance of 30
mg/L BODS or 30 mg/L TSS, the Service Contractor shall conduct a follow-up
inspection and field-testing within 180 days of the original inspection date.
Should the follow-up field-test indicate a pH outside the specified range, an
exceedance of the turbidity limit, or D.O. below the desired minimum, the Service
Contractor shall make adjustments and/or repairs to the System, as deemed
necessary during the inspection, and collect another effluent sample for laboratory
analysis for BODS and TSS; and
c) Whenever two consecutive sampling rounds for any Secondary Treatment Unit
include at least one exceedance of the limits for BODS or TSS, the System Owner
shall be responsible for submitting to the local Approving Authority, within 90
days of the second exceedance of the limits for BODS or TSS, a written evaluation
with recommendations for changes in the design, operation, and/or maintenance
of the System. The written evaluation with recommendations shall be prepared
by the Service Contractor or a Designer and the submission shall include all
monitoring data, inspection reports, and laboratory analyses since the last annual
report to the local Approving Authority.
Recommendations shall be implemented, as approved by the local Approving
Authority, in accordance with an approved schedule, provided that all corrective
measures are implemented consistent with the limitations described in Paragraph
Iva 104
Standard Conditions for Secondary Treatment Units
Certified for General Use
Last Revised: March 20, 2015
Page 9 of 16
8. Each time an Alternative System is visited by a Service Contractor the following shall
be recorded, at a minimum:
a) date, time, all. temperature, and weather conditions;
b) observations for objectionable odors;
c) observations for signs of breakout of sanitary sewage in the vicinity of the
Alternative System;
d) depth of ponding within the SAS, if measured;
e) identification of any apparent violations of the Approval;
f) since the last inspection, whether the system had been pumped with date(s) and
volume(s) pumped;
g) sludge depth and scum layer thickness, if measured;
h) when responding to alarm events, the cause of the alarm and any steps taken to
address the alarm and to prevent or reduce the likelihood of future similar alarm
events;
i) field testing results when performed as part of the site visit;
j) samples taken for laboratory analysis, if any
k) any cleaning and lubrication performed;
1) any adjustments of control settings, as recommended or deemed necessary;
m) any testing of pumps, switches, alarms, as recommended or deemed necessary;
n) identification of any equipment failure or components not functioning as
designed;
o) parts replacements and reason for replacement, whether routine or for repair; and
p) farther corrective actions recommended, if any.
9. Unless directed by the local Approving Authority to take other action, the System
Owner shall immediately cease discharges or have wastewater hauled off-site, if at
any time during the operation of the Alternative System the system is in failure as
described in 310 CMR 15.303(1)(a)1 or 2, backing up into facilities or breaking out to
the surface.
10. Measuring the depth of ponding within the SAS above the interface with the
underlying unsaturated pervious soils shall be performed once per year by means of
the inspection ports and any other available access to the distribution system for:
a) Residential systems less than 2000 gpd where the effective leaching area installed
is less than that required by Title 5 (3 10 CMR 15.223-228); and
b) Any system where a septic tank meeting the requirements of Title 5 has not been
installed. (Not providing a septic tank meeting the requirements of Title 5 must
be allowed by the Special Conditions of the Technology approval.)
11. Whenever an SAS inspection port
measurement indicates the ponding level within the
SAS is above the invert of the distribution system, an additional measurement shall be
made 30 days later. If the subsequent reading indicates the elevation of ponding
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Page 10 of 16
within the SAS is above the invert of the distribution system, the System Owner shall
be responsible for submitting to the local Approving Authority, within 60 days of the
follow up inspection, a written evaluation with recommendations for changes in the
design, operation, and/or maintenance of the System. The written evaluation with
recommendations shall be prepared by the Service Contractor or a Designer and the
submission shall include all monitoring data, inspection reports, and any laboratory
analyses for the previous year.
Recommendations shall be implemented, as approved by the local Approving
Authority, in accordance with an approved schedule, provided that all corrective
measures are implemented consistent with the limitations described in Paragraph
IV.10.
IV. Additional System Owner and Service Contractor Requirements
1. Prior to commencement of construction of the System and after recording and/or
registering the Deed Notice required by 310 CMR 15.287(l 0), the System Owner
shall provide to the local Approving Authority a copy of:
a) a certified Registry copy of the Deed Notice bearing the book and page/or
document number; and
b) if the property is unregistered lan
d, a copy of the System Owner's deed to the
property as recorded at the Registry, 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.
2. Prior to signing any agreement to transfer any or all interest in the property served by
the System, or any portion of the property, including any possessory interest, the
System Owner shall provide written notice, as required by 310 CMR 15.287(5), of all
conditions contained in the Approval to the transferee(s). Any and all instruments of
transfer and any leases or rental agreements shall include as an exhibit attached
thereto and made a part of thereof a copy of the Approval for the System. The
System Owner shall send a copy of such written notification(s) to the local Approving
Authority within 10 days of giving such notice to the transferee(s).
3. The System Owner shall not install, modify, upgrade, or replace the System except in
accordance with a valid DSCP issued by the local Approving Authority which covers
the proposed work.
4. The System Owner shall provide access to the site for the Service Contractor to
perform inspections, maintenance, repairs, and responding to alarm events, as maybe
required by the Approval.
5. The System Owner and the Service Contractor shall maintain an O&M Agreement at
all times. The duration of the O & M Agreement shall be at least one year and shall
include the following provisions:
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a) The name of a Service Contractor, who meets the qualifications specified in the
Approval, shall be included;
b) The Service Contractor's responsibilities for inspection, operation, maintenance,
monitoring, recordkeeping and reporting, as required by this Approval shall be
included;
c) The Service Contractor shall be responsible for obtaining lab analyses and
submitting the monitoring results to the System Owner and the local Approving
Authority in accordance with the reporting requirements; and
d) In the case of a System which is determined to be failing to protect public health
and safety and the environment, as defined in 310 CMR 15.303, an equipment
failure, alarm event, components not functioning as designed, or violations of the
Approval, procedures and responsibilities of the Service Contractor and System
Owner shall be clearly defined, including corrective measures to be taken
immediately.
The System Owner and the Service Contractor shall maintain on-site, at all times, a
copy of the O&M Agreement, the approved design plans, the Owner's Manual, and
the O&M Manual,
6. The Service Contractor shall submit to the System Owner the O&M report and
inspection checklist within 60 days of any site visit.
7. The System Owner and the Service Contractor shall maintain copies of the Service
Contractor's O&M reports, inspection checklists, and all reports and notifications to
the local Approving Authority for a minimum of three years.
8. Upon determining that the System is in violation of the Approval or the System is
failing to protect public health and safety and the environment, as defined in 310
CMR 15.303, the Service Contractor shall notify the System Owner immediately.
9. Upon determining that the System is failing to protect public health and safety and the
environment, as defined in 310 CMR 15.303, j Owner and the Service
Contractor shall be responsible for the notification of the local Approving Authority
within 24 hours of such determination.
10. In the case of a System that has been determined to be failing to protect public health
and safety and the environment, an equipment failure, alarm event, components not
functioning as designed, components not functioning in accordance with
manufacturers' specifications, or violations of the Approval, the Service Contractor
shall provide written notification within five days, describing corrective measures to
the System Owner, the local board of health, and the Company and may only propose
or take corrective measures provided that:
a) all emergency repairs, including pumping, shall be in accordance with the
limitations and permitting requirements of 310 CMR 15.353;
b) the design of any repairs or upgrades are consistent with the System Approval;
c) the design of any repairs or upgrades requiring a DSCP shall be performed by a
Designer who is a Massachusetts Registered Professional Engineer or a
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Page 12 of 16
Massachusetts Registered Sanitarian, provided that such Sanitarian shall not
design a system with a discharge greater than 2,000 gallons per day.
d) the installation of any repairs or upgrades requiring a DSCP shall be done by an
Installer with a currently valid Disposal System Installers Permit and, if training is
required, the Installer shall be certified by the Company as qualified to install the
System.
The System Owner shall also be responsible for ensuring written notification is
provided within five days to the local board of health.
11. The System Owner and the Service Contractor shall provide written notification to
the local Approving Authority within seven days of any cancellation, expiration or
other change in the terms and/or conditions of a required O&M Agreement with a
Service Contractor. The Service Contractor shall provide written notification to the
Company within seven days of any cancellation, expiration or other change in the
terms and/or conditions of a required O&M Agreement.
12. By March 1st of each year, the System Owner and the Service Contractor shall be
responsible for submitting to the local Approving Authority all O&M reports and
inspection checklists completed by the Service Contractor during the previous
calendar year.
13. By March 1st of each year, the Service Contractor shall be responsible for submitting
to the Company copies of all O&M reports including alarm event responses,
violations of the Approval, inspection checklists completed by the Service Contractor,
notifications of system failures, and reports of equipment replacements with reasons
during the previous calendar year.
14. The Service Contractor shall notify the System Owner of these Conditions and any
other changes to the terms and conditions of the Approval wn 60 days of any
changes.
15. Within one year of any changes to the terms and conditions of the Approval, the
System Owner shall amend, as necessary, the O&M Agreement required by
Paragraph IV.5 to reflect the changes to the terms and conditions of the Approval.
16. To determine whether cause exists for modifying, revoking, or suspending the
Approval or to determine whether the conditions of the Approval have been met, the
System Owner shall furnish the Department any information that the Department
requests regarding the System, within 21 days of the date of receipt of that request.
17. The Approval shall be binding on the System Owner and on its agents, contractors,
successors, and assigns, including but not limited to the Designer, Installer, and
Service Contractor. Violation of the terms and conditions of the Approval by any of
the foregoing persons or entities, respectively, shall constitute violation of the
Approval by the System Owner unless the Department determines otherwise.
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Certified for General Use
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V. Company Requirements
1. The Approval shall only apply to model units with the same model designations
specified in the System Approval and meet the same specifications, operating
requirements, and plans, as provided by the Company or its authorized agent at the
time of the application. Any proposed modifications of the units, installation
requirements, or operating requirements shall be subject to the review of the
Department for inclusion under a modification of the Approval. The Designer shall
be responsible for the selection of the appropriate model unit except the Company
shall be responsible for verification of the appropriate model unit as part of any
review of proposed installations that may be required by Paragraph V.3 of these
Standard Conditions or the Special Conditions in a Technology approval.
2. Prior to submission of an application for a DSCP, the Company or its authorized
agent shall provide to the Designer and the System Owner:
a) All design and installation specifications and requirements;
b) An operation and maintenance manual, including:
i) an inspection checklist;
recommended inspection and maintenance schedule;
iii) monitoring (i.e. water use),
iv) alarm response procedures and troubleshooting procedures;
c) An owner's manual, including alarm response procedures;
d) Estimates of the Owner's costs associated with the operation including, when
applicable: power consumption, maintenance, recordkeeping, reporting, and
equipment replacement;
e) A copy of the Company's warranty; an
d
f) Lists of trained Designers and trained Service Contractors and, if training is
required by the Company, trained Installers.
3. Prior to the submission of an
application for a DSCP, for all nonresidential Systems
and Systems with design flows of 25000 gpd or greater, the Company shall submit to
the Designer and the System Owner, a certification by the Company or its authorized
agent that the design conforms to the Approval and all Company requirements and
that the proposed use of the System is consistent with the Technology's capabilities.
The authorized agent of the Company responsible for the design review shall have
received technical training in the Company's products.
4. The Company must maintain programs of training and continuing education for
Service Contractors. Training shall be made available at least annually. If the
Company requires trained Designers or Installers, the Company or its authorized
agent shall institute programs of training and continuing education that is separate
from or combined with the training for Service Contractors. The Company or its
authorized agent shall maintain, annually update, and make available by February 15th
of each year, lists of trained Service Contractors and, if certification or training is
provided by the Company, Designers and Installers. The Company or its authorized
Standard Conditions for Secondary Treatment Units
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Page 14 of 16
agent shall certify that the Service Contractors and, if training is provided, Designers
and Installers on the lists have taken the appropriate training and passed the
Company's training qualifications. The Company or its authorized agent shall further
certify that the Service Contractors on the list have submitted to the Company all the
reports required by Paragraphs IV. 10, 11, and 13.
5. The Company or its authorized agent shall not re -certify a Service Contractor if the
Service Contractor has not complied with the reporting requirements for the previous
year.
6. If training is required, the Company shall not sell the Technology to an Installer
unless the Installer is trained to install the System by the Company. The Company
shall require, by contract, that distributors and resellers of the Technology shall not
sell the Technology to an Installer unless the Installer is trained to install the System
by the Company.
7. As part of any training programs for Service Contractors, Installers, or Designers, the
Company or its authorized agent shall provide each trainee with a copy of this
Approval with the design, installation, O&M, and owner's manuals that were
submitted as part of the Approval.
8. The Company shall provide, in printed or electronic format, the System design,
installation, O&M, and Owner's manuals, and any updates associated with this
System Approval, to the System Owners, Designers, Installers, Service Contractors,
vendors, resellers, and distributors of the System. Prior to publication or distribution
in Massachusetts, the Company shall submit to the Department for review a copy of
any proposed changes to the manual(s) with reasons for each change, at least 30 days
prior to issuance. The Company shall request Department approval for any
substantive changes which may require a modification of the Approval.
9. Prior to its sale of any System that may be used in Massachusett
s, the Company shall
provide the purchaser with a copy of this Approval with the System design,
installation, O&M, and Owner's manuals. In any contract for distribution or sale of
the System, the Company shall require the distributor or seller to provide the
purchaser of a System for use in Massachusetts with copies of these documents, prior
to any sale of the System.
10. To determine whether cause exists for modifying, revoking, or suspending the
Approval or to determine whether the conditions of the Approval have been met, the
Company shall furnish the Department any information that the Department requests
regarding the Technology within 21 days of the date of receipt of that request.
11. Within 60 days of issuance by the Department of these Conditions and any other
revisions to the Approval, the Company shall provide written notification of chaziges
to the Approval to all Service Contractors servicing existing installations of the
System and all distributors and resellers of the System.
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12. The Company shall provide written notification to the Department's Director of the
Wastewater Management Program at least 30 days in advance of the proposed
transfer of ownership of the technology for which this Certification is issued. Said
notification shall include the name and address of the proposed owner containing a
specific date of transfer of ownership, responsibility, coverage and liability between
them. Allprovisions of this Approval applicable to the Company shall be applicable
to successors and assigns of the Company, unless the Department determines
otherwise.
13. The Company shall maintain copies of:
a) the Approval;
b) the installation manual specifically detailing procedures for installation of its
System;
c) an owner's manual, including alarm response procedures;
d) an operation and maintenance manual, including.
i) an inspection checklist;
recommended inspection and maintenance schedule;
iii) monitoring requirements and recommendations (including water use and
power consumption when required) and sampling procedures,
iv) alarm response procedures and troubleshooting procedures.
e) estimates of the operating costs provided to the Owner, including, when
applicable: power consumption, maintenance, recordkeeping, reporting, and
equipment replacement;
f) a copy of the Company's warranty; and
g) lists of trained Service Contractors and, if training or certification is required,
Designers and Installers.
14. The Company shall maintain the following additional information for the Systems
installed in Massachusetts and make it available to the Department within 30 days of
a request by the Department:
a) the address of each facility where the System was installed, the Owner's name and
mailing address (if different), the type of use (e.g. residential, commercial,
institutional, etc.), the design flow, the model installed;
b) the installation date, start
-up date, current operational status;
c)
llatich
the name of the Service Contractor, noting any canceons or anges to any
Service Contracts; and
d) copies of all Service Contractor records submitted to the Company, including all
O&M reports with alarm event responses, all monitoring results, inspection
checklists completed by the Service Contractor, notifications of system failures,
and reports of equipment replacements with reasons.
Standard Conditions for Secondary Treatment Units
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Last Revised: March 20, 2015
Page 16 of 16
15. The Approval shall be binding on the Company and its officers, employees, agents,
contractors, successors, and assigns, including but not limited to dealers, distributors,
and resellers. Violation of the terms and conditions of the Approval by any of the
foregoing persons or entities, respectively, shall constitute violation of the Approval
by the Company unless the Department determines otherwise.
VI. General Requirements
1. Any System for which a complete Disposal System Construction Permit ("DSCP")
Application is submitted while the Approval is in effect, may be permitted, installed,
and used in accordance with the Approval, unless and until:
a) the Department issues modifications or amendments to the Approval which
specifically affect the installation or use of a System installed under the Approval
for the System; or
b) the Department, the local approval authority, or a court requires the System to be
modified or removed or requires discharges to the System to cease.
2. All notices and documents required to be submitted to the Department by the
Approval shall be submitted to:
Director
Wastewater Management Program
Department of Environmental Protection
One Winter Street - 5th floor
Boston, Massachusetts 02108
3. The Department may suspend, modify or revoke the Approval for cause, including,
but not limited to, non-compliance with the terms of the Approval, for obtaining the
Approval by misrepresentation or failure to disclose fully all relevant facts or any
change in or discovery of conditions that would constitute grounds for discontinuance
of the Approval, or as necessary for the protection of public health, safety, welfare or
the environment, and as authorized by applicable law. The Department reserves its
rights to take any enforcement action authorized by law with respect to the Approval
and/or the System against the Company, a System Owner, a Designer, an Installer,
and/or Service Contractor.
Charles D. Baker
Governor
Karyn E. Polito
Lieutenant Governor
Commonwealth of Massachusetts
Executive Office of Energy & Environmental Affairs
Department of Environmental Protection
One Winter Street Boston, MA 02108.617 292 5500
PROVISIONAL USE APPROVAL RENEWAL
Pursuant to Title 5, 310 CMR 15.000
Name and Address of Applicant:
K1eanTu LLC.
300 Old Pond Road, Ste# 206
Bridgeville, PA 15017
Trade name of technology and models:
Kathleen A. Theoharides
Secretary
Martin Suuberg
Commissioner
NitROE® Waste -Water Treatment System tlTlitROE® 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.
Marybeth Chubb, Section Chief
Wastewater Management Program
Bureau of Resource Protection
May 12, 2020
Date
This
information is available in alternate format. Contact Michelle Waters-Ekanem, Director of DiversitylCivil Rights at 617-292-5751.
TTY# MassRelay Service 1-800-439-2370
MassDEP Website: vnvw.mass.govldep
Printed on Recycled Paper
KleanTu NitROE 2K Provisional Approval, May 2020 Page 2 of 15
Technology: NitROE® 2KS & 2KM WWTS
I. PURPOSE
Subject to the conditions of this Approval and any other local requirements, the purpose of this Approval
is to allow installation and operation of at least 50 on-site sewage disposal systems utilizing the
technology in Massachusetts in order to conduct a performance evaluation of the capabilities of the
Technology during the first 3 years of operation of each system, in accordance with Title 5 — 310 CMR
15.286 (7), Provisional Approval of Alternative System.
The specific goal of the Performance Evaluation is to determine if the Technology is capable of
consistently meeting the concentration limits for total nitrogen (TN) of less than 11 milligrams per liter
(mg/L) for installations with design flows less than 2,000 GPD in the effluent discharged to the soil
absorption system. In areas subject to nitrogen loading limitations, increases in the discharge rate per acre
may be allowed when the nitrogen concentration discharged to the soil is reduced.
The Company is responsible for oversight and sampling of the systems during the Performance
Evaluation. The System Owner has responsibility for continued oversight and sampling of the system if
the property served was allowed to increase the discharge rate per acre above 440 gallons per day per acre
(gpda) in an area subject to Nitrogen Loading Limitations. The System Owner will be required to repair,
replace, modify or take any other action as required by the Department or the local approving authority, if
the Department or the local approving authority determines that the System is not capable of meeting the
required reduction in nitrogen in the effluent.
With the other applicable permits or approvals that may be required by Title 5, this Approval authorizes
the installation and use of the Alternative System in Massachusetts. All the provisions of Title 5,
including the General Conditions for all Alternative Systems (310 CMR 15.287), apply to the sale,
design, installation, and use of the System, except those provisions that specifically have been varied by
this Approval.
II. GENERAL DESCRIPTION OF THE TECHNOLOGY
The NitROE ®2KS or 2KM WWTS (the `System') is installed in series between aTitle-5 system septic
tank and a soil absorption system constructed in accordance with 310 CMR 15.100 — 15.279, subject to
the provisions of this Approval to accommodate design flows of less than 2,000 GPD.
The System is comprised of two -unit processes which are sequentially performed in two different
chambers. The first chamber is aerated, via an external air pump and airline header/hose arrangement, to
achieve both organic carbon reduction along with the biological conversion of ammonia -N to nitrate -N.
From the Aeration Chamber, the wastewater then gravity flows into a Denitrification Chamber where, in
the presence of natural organics from wood chips, bacteria mediate the conversion of nitrate -N to inert N
gas that exits to the atmosphere via the Title 5 system vent piping. Depending on design flow and
availability of local tank structures, the sequential Aeration and Denitrification process steps can be
performed in the same single tank, which is NitROE® 2KS WWTS, or each process could be performed
in its own separate tank with the overall NitROE® WWTS comprised of multiple tank combinations,
which is NitROE® 2KM WWTS.
The use of the Technology under this Approval requires:
• Disclosure Notice in the Deed to the property;
• Cert
ifications by the Company, the Designer, and the Installer;
• System Owner Acknowledgement of Responsibilities;
GeanTu NitROE 2K Provisional Approval, May 2020 Page 3 of 15
Technology: NitROE® 2KS & 2KM WWTS
• A certified operator under contract for periodic inspection and maintenance;
• Periodic sampling;
• Recordkeeping and reporting; and
• An external power supply
III. CONDITIONS OF APPROVAL
A. Basis for Conditions
1. The term "System" refers to the Technology in combination with any other components of an
on-site treatment and disposal system that may be required to serve a Facility in accordance
with 310 CMR 15.000.
2. The term "Approval" includes the Special Conditions, Standard Conditions, General Conditions
of 310 CMR 15.287, and the approved Attachments.
3. Items required by this Approval include:
a) Performance Evaluation Plan (PEP) with sampling and analysis requirements and
approved by the Department. The PEP must be submitted to the Department for review
and approval within 60 days of issuance of this Approval and meet the requirements of
the Department's Guidance for the Preparation of Performance Evaluation Plans
<2, 000 GPD;
b) Minimum System installation requirements;
c) Company schematic drawings and specifications;
d) Owner's Manual, including information on substances that should not be discharged to
the System;
e) Operation and Maintenance manual, including but not limited to, operator qualification
requirements, inspection requirements, sampling and analysis requirements,
recordkeeping requirements, and/or reporting requirements; and
f) MassDEP Operation and Maintenance (O&M) checklist and I/A technology inspection
checklist.
B. Special Conditions
1. Department review and approval of the System design and installation is not required unless
the Department determines on a case-by-case basis pursuant to its authority at 310 CMR
15.003(2)(e) that the proposed System requires Department review and approval.
2. System installations must meet the specific siting conditions for Provisional Use provided in
310 CMR 15.286(4) and the facility must meet the siting requirements of this Approval.
3. Any System for which a complete Disposal System Construction Permit Application is
submitted while this Approval is in effect, maybe permitted, installed, and used in accordance
with this Approval unless the Department, the local approval authority, or a court requires the
System to be modified or removed or requires discharges to the System to cease.
4. The System Owner shall provide access to the site for purposes of sampling the System in
accordance with the Company's technology Performance Evaluation Plan approved by the
KleanTu NitROE 2K Provisional Approval, May 2020 Page 4 of 15
Technology: NitROE® 2KS & 2KM WWTS
Department, in addition to providing access for performing inspections, maintenance, repairs,
and responding to alarm events.
5. The System Owner shall ensure that no permanent buildings or structures, other than the
System, are constructed in the area for the installation of all the components of a fully
conforming Title 5 system with a reserve area. The area for a fully conforming Title 5 system
with a reserve area shall not otherwise be disturbed by the System Owner in any manner that
will render it unusable for future installation of a fully conforming Title 5 system.
6. The Department has not determined that the performance of the System will provide a level of
protection to public health and safety and the environment that is at least equivalent to that of a
sanitary sewer system.
If it is feasible to connect a new or existing facility to the sewer, the Designer shall not
propose an Alternative System to serve the facility and the facility Owner shall not install or
use an Alternative System.
When a sanitary sewer connection becomes feasible after an Alternative System has been
installed, the System Owner shall connect the facility served by the System to the sewer within
60 days of such feasibility and the System shall be abandoned in compliance with 310 CMR
15.354, unless a later time is allowed in writing by the Department or the Local Approving
Authority.
7. The control panel including alarms shall be mounted in a location accessible to the System
Operator.
8. For any System that does not flow by gravity to the SAS, the System shall be equipped with
sensors and high-level alarms to protect against high water due to pump failure, pump control
failure, loss of power, or system freeze up. The control panel including alarms and controls
shall be mounted in a location always accessible to the operator (or service contractor).
Emergency storage capacity for wastewater above the high level alarm shall be provided equal
to the daily design flow of the System and the storage capacity shall include an additional
allowance for the volume of all drainage which may flow back into the System when pumping
has ceased.
Instead of providing emergency 24-hour storage, an independent standby power source maybe
provided for operation during an interruption in power. With any interruption of the power
supply the source must be capable of automatically activating in addition to manual start up
capability. The standby power must be sufficient to handle peak flows for at least 24 hours and
sufficient to meet all power needs of the System including, but not limited to, pumping,
ventilation, and controls. Standby power installations must be inspected and exercised at least
annually and all automatic and manual start up controls must be tested. Standby power
installations must comply with all applicable state and local code requirements. Provided that a
standby power installation complies with these requirements, no variance is required to the
provisions of 310 CMR 15.231(2).
9. System unit malfunction and high water alarms shall be connected to circuits separate from the
circuits to the operating equipment and pumps.
10. All System control units, valve boxes, conveyance lines and other System appurtenan
ces shall
be designed and installed to prevent freezing per the Company's recommendations.
KleanTu NitROE 2K Provisional Approval, May 2020 Page 5 of 15
Technology: NitROE® 2KS & 2KM WWTS
11. Any System structures with exterior piping connections located within 12 inches or below the
Estimated Seasonal High Groundwater elevation shall have the connections made watertight
with neoprene seals or equivalent.
12. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection 170 shall be
provided within the SAS consisting of a perforated four inch pipe placed vertically down into
the stone to the naturally occurring soil or sand fill below the stone. The pipe shall be capped
with a screw type cap and accessible to within three inches of finish grade.
Operation and Maintenance
13. Inspection, operation and maintenance (O & M), sampling, and field testing of the System
required by this Approval shall be performed by a System Operator with the following
qualifications:
a) is an approved System Inspector in accordance with 310 CMR 15.340;
b) has been trained by the Company and whose name appears on the Company's current
list of qualified operators; and
c) has been certified at a minimum of Grade Level IV (four) by the Board of
Registration of Operators of Wastewater Treatment Facilities, in accordance with
Massachusetts regulations 257 CMR 2.00. The name of the Operator shall be
included in the O&M agreement required by paragraph B (14).
14. 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 and include the following provisions:
a) The name of the qualified Operator that appears on the Company's current list of Service
Contractors;
b) The System Operator must have the qualifications specified in paragraph B (13);
c) The System Operator must inspect the System in accordance with the Approval and
anytime there is an equipment failure, System failure, or other alarm event;
d) In the case of a System failure, an equipment failure, alarm event, components not
functioning as designed or in accordance with the Company specifications, or violations of
the Approval, procedures and responsibilities of the Operator and System Owner shall be
clearly defined for corrective measures to be taken immediately. The System Operator
shall agree to provide written notification within five days describing corrective measures
taken to the System Owner, the Company, and the local board of health;
e) The System Operator shall determine the cause of total nitrogen effluent limit violations if
they occur and take corrective actions in accordance with the approved O & M Manual;
and
f) Procedures and responsibilities for recording quarterly or monthly wastewater flows must
be defined, see paragraph B (32) "Flow Metering".
15. At all times, the System Owner shall maintain an O&M Agreement that meets the
requirements of paragraph B (20).
16. The System Owner and the System Operator shall properly operate an
d maintain the system in
accordance with this Approval, the Designer's operation and maintenance requirements, and
the requirements of the local approving authority.
KleanTu NitROE 2K Provisional Approval, May 2020 Page 6 of 15
Technology: NitROE® 2KS & 2KM WWTS
17. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System
Operator shall notify the System Owner immediately.
18. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System
Owner and the System Operator shall be responsible for the notification of the local approving
authority within 24 hours of such determination.
19. In the case of a System failure, an equipment failure, alarm event, components not functioning
as designed or in accordance with the Company specifications, or any violations of the
Approval, the System Owner and the System Operator shall be responsible for the written
notification of the local approving authority and the Company within five days describing
corrective measures taken.
20. Within 60 days of any site visit, the System Operator shall submit an O&M report and
inspection checklist to the System Owner and the Company. The O&M report and inspection
checklist shall include, at a minimum:
a) for a System failing, any corrective actions taken;
b) wastewater analyses, wastewater flow data, and field testing results;
c) any violations of the Approval;
d) any determinations that the System or its components are not functioning as designed or
in accordance with the Company specifications; and
e) any other corrective actions taken or recommended.
21. By September 30th of each year, the System Owner and the Service Contractor shall be
responsible for submitting to the local approving authority all monitoring results with all
O&M reports and inspection checklists completed by the System Operator during the previous
12 months.
22. By September 30th of each year, the Service Contractor shall be responsible for submitting to
the Company copies of all O&M reports including alarm event responses, all monitoring
results, violations of the Approval, inspection checklists completed by the Service Contractor,
notifications of system failures, and reports of equipment replacements with reasons during the
previous 12 months.
23. A copy of the wastewater analyses, wastewater fl
ow 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.
24. The System Owner shall notify the Approving Authority in writing within seven days of any
cancellation, expiration or other change in the terms and/or conditions of the O&M Agreement
required by Paragraph B(14).
25. The System Owner and the Service Contractor shall maintain copies of the Service
Contractor's O&M reports, inspection checklists, and all reports and notifications to the LAA
for a minimum of five years.
26. The System may only be installed to serve facilities where a fully conforming Title 5 system
with a reserve area exists on-site or could be built on-site in compliance with the design
standards for new construction of 310 CMR 15.000, and for which a site evaluation in
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compliance with 310 CMR 15.000 has been approved by the Approving Authority. A fully
conforming Title 5 system may include other approved alternative technologies in accordance
with the conditions imposed on the alternative technologies.
27. Subject to the provisions of this Approval, the Technology shall be installed in a manner
which neither intrudes on, replaces a component of, or adversely affects the operation of all
other components of the System designed and constructed in accordance with the standards for
new construction of 310 CMR 15.200 - 15.279.
Effluent Limit and Monitoring Requirements,
28. For the new construction, unless the facility meets a TN effluent limit of 11 mg/1 or less, the
system shall not be designed to receive more than 440 gallons of design flow per day per acre
(gpda) in an area that is subject to the Nitrogen Loading Limitations of 310 CMR 15.214. If
the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation
provisions of 310 CMR 15.216, the System Owner shall repair, replace, modify or take any
other action as required by the Department or the local approving authority to meet the total
nitrogen concentration limits in the effluent.
Violation of the TN concentration in the System effluent shall not require notifications as
required in paragraphs B (18) and (19).
29. Prior to Department approval of the Company's Performance Evaluation Plan, the Company
shall be responsible for the following monitoring requirements for all System installations that
are subject to a total nitrogen concentration limit in accordance with paragraph B (28).
Sampling shall include pH, BOD5, TSS and Total Nitrogen, unless otherwise stated. Flow
shall be recorded at each inspection, see "Flow Metering" section below.
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
htW://www.mass.govleealdocsldep2 Laterl7awsli-thru-zliestsamp.pdf.
Properties occupied at least 6 months per year are considered year-round propert
ies.
Properties occupied less than 6 months per year are considered seasonal properties.
30. During the Performance Evaluation period, the Company shall follow the monitoring
requirements specified in the Performance Evaluation Plan for installed Systems.
31. After the three (3) year Performance Evaluation peri
od by the Company and approval by the
Department, and until this Approval is modified, terminated, or superseded by a General Use
Certification, the System Owner shall comply with the following monitoring requirements if
the System is subject to a total nitrogen concentration limit in accordance with paragraph B?
(28).
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a) Year-round properties shall be inspected and sampled for at least the TN parameter a
minimum of twice/year, at least 5 months apart and with at least one sample taken
between December 1 and March 1 of each year. Field testing shall be completed as
determined necessary by the System operator, see DEP Field Testing Protocol at
http•//www mass gov/eea/docs/dep/water/laws/i-thru-z/testsamp.pdf
Water meter readings shall be recorded at each inspection, see "Flow Metering" below.
b) Seasonal properties shall be sampled for at least the TN parameter a minimum of
twice/year. At least one annual sample must be taken 30 to 60 days after each seasonal
occupancy. A second sample must be taken no less than 2 months after the first sample.
Field testing of the System shall be completed as determined necessary by the operator.
Water meter readings shall be recorded at each inspection, see "Flow Metering" below.
32. Flow Metering - At a minimum, for all systems installed prior to this Approval, water meter
flow data shall be recorded each time the system is inspected and sampled by the System
Operator. For systems installed after the effective date of this Approval, wastewater flow data
shall be recorded each time the system is inspected and sampled by the System Operator and
may be based on:
a) actual metering data of wastewater flow to the system; or
b) water meter data for the total facility with metered non -wastewater flows, if available,
subtracted from the total facility water usage.
33. Field Testing: Turbidity, pH and Apparent Color -Turbidity, pH, DO and apparent color shall
be measured and/or recorded in the field when when determined necessary by the operator.
See applicable sections of the Department's Field Testing Protocol at
ht0: 11wwwmass gov/eea/docs/de lwater/laws/i-thru-z/testsam p.pdf.
34. At a minimum, the System Operator shall inspect the System:
a) two times per year;
b) in accordance with the approved O&M manual, the Designer's operation and maintenance
requirements, and the requirements of the local approving authority; and
c) any time there is an alarm event, equipment failure, or system failure
35. The System Operator shall collect samples an
d obtain analysis results from an approved lab,
F erform field testing required by the Approval and submit results within 60 days of the site
visit to the System Owner.
36. If the Company successfully demonstrates the effectiveness of the System to reduce nitrogen
loadings during the Performance Evaluation period, a minimum of three years, the System
Owner shall operate the System subject to the requirements of the General Use Certification, if
issued, for this technology.
C. Special Conditions Specific to the Company
1. The Approval shall only apply to model units with the same model designations specified in
this approval and meet the same specifications, operating requirements, and plans, as
provided by the manufacturer at the time of the application. Any proposed modifications of
the units shall be subject to the review of the Department for coverage under the Approval.
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2. Prior to submission of an application for a DSCP, the Company shall provide to the Designer
and the System Owner:
a) All design and installation specifications and requirements;
b) An operation and maintenance manual, including:
i) an inspection checklist;
ii) recommended inspection and maintenance schedule;
iii) monitoring (i.e. water use and power consumption) and sampling procedures, if any;
iv) alarm response procedures, if any, and troubleshooting procedures;
c) An owner's manual, including proper system use and alarm response procedures, if any;
d) Estimates of the Owner's costs associated with System operation including, when
applicable: power consumption, maintenance, sampling, recordkeeping, reporting, and
equipment replacement;
e) A copy of the Company's warranty; and
f) Lists of Designers, Installers, and Service Contractors.
3. The Company shall implement the Performance Evaluation Plan, as submitted and approved
by the Department, and shall be responsible for all data collection and submissions to the
Department until a final determination on the Performance Evaluation has been made by the
Department.
4. Until a final determination has been made by the Department on a completed Performance
Evaluation, the Company shall submit to the Department an annual report by February 15th
of each year that includes the following:
a) a table of all sample data collected for all systems installed to date and all information
required by the Department as part of the approved Performance Evaluation an;
b) status of preparation of a Performance Evaluation Plan if not yet provided to MassDEP, or
any recommended changes to the approved Performance Evaluation Plan;
c) a list of pending applications for system installations which have been submitted to local
approving authorities;
d) identification of any System after start-up in violation of the Approval or not in
compliance with any performance criteria at the time of the annual report, the reasons for
the noncompliance and the status of any corrective actions that are needed; and
e) any recommendations and requests for changes to the system monitoring and reporting
plan or the performance criteria of the Approval.
The report
shall be signed by a corporate officer, general partner or the Company
owner.
(Service Contractor records submitted to the Company should not be included with the
annual report to the Department, but shall be made available to the Department within
30 days of a request by the Department.)
5. The Company shall institute and maintain a program of Installer training and continuing
education that is at least offered annually. The Company shall maintain and annually update,
and make available the list of qualified Installers by February 15th of each year. The
Company shall certify that the Installers on the list have taken the training and passed the
Company's training qualifications.
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6. The Company shall institute and maintain a program of Designer training and continuing
education, as approved by the Department. The Company shall maintain and annually update,
and make available the list of qualified Designers by February 15th of each year. The
Company shall certify that the Designers on the list have taken the training and passed the
Company's training qualifications.
7. The Company shall institute and maintain a program of Operator training and continuing
education, as approved by the Department. The Company shall maintain and annually update,
and make available the list of qualified Operators by February 15th of each year. The
Company shall certify that the Operators on the list have taken the training and passed the
Company's training qualifications.
8. The Company shall not sell the Technology to an Installer unless the Installer is trained to
install the System by the Company.
9. Prior to its sale of any System that maybe used in Massachusetts, the Company shall provide
the purchaser with a copy of the Approval with the System design, installation, O&M, and
Owner's manuals. In any contract for distribution or sale of the System, the Company shall
require the distributor or seller to provide the purchaser of a System for use in Massachusetts
with copies of these documents, prior to any sale of the System.
10. Within 60 days of issuance by the Department of a revised Approval, the Company shall
provide written notification of changes to the Approval to all Service Contractors servicing
existing installations of the Technology and all distributors and resellers of the Technology.
11. The Company shall provide written notification to the Department's Director of the
Wastewater Management Program at least 30 days in advance of the proposed transfer of
ownership of the Technology for which the Approval is issued. Said notification shall include
the name and address of the proposed owner containing a specific date of transfer of
ownership, responsibility, coverage and liability between them.
12. The Approval shall be binding on the Company and its officers, employees, agents,
contractors, successors, and assigns, including but not limited to dealers, distributors, and
resellers. Violation of the terms and conditions of the Approval by any of the foregoing
persons or entities, respectively, shall constitute violation of the Approval by the Company
unless the Department determines otherwise.
IV. CERTIFICATION AND NOTIFICATION REQUIREMENTS
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;
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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. Upon submission of an application for a DSCP to the Approving Authority, the Company
shall submit to the Approving Authority, with a copy to the Designer and the System Owner,
a certification by the Company or its authorized agent that the design conforms to this
Approval and that the proposed use of the System is consistent with the unit's capabilities and
all Company requirements. The review shall include evaluation of the need for installation of
water meter(s) at each facility. An authorized agent of the Company responsible for the
design review shall have received technical training in the Company's products.
3. The System Designer shall be a Massachusetts Registered Professional Engineer, or a
Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system
with a discharge greater than 2,000 gallons per day.
4. Thirty (30) days prior to delivery of the treatment unit to the site for installation, the
Company shall provide to the Approving Authority a copy of a signed contract for a
minimum period of one year with a Company approved Operator and the initial
Owner/Occupant of the property.
5. Prior to the commencement of construction, the System Installer must certify in writing to the
Designer and the System Owner that (s)he has taken the Company's training, passed the
Company's training qualifications, and is listed on the Company's list of Installers.
6. 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 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;
b) In accordance with 310 CMR 15.021(3), the Designer must certify in writing that any
changes to the design plans have been reflected on as -built plans which have been
submitted to the Approving Authority by the Designer;
c) As a condition of this Approval, the System Installer and Designer must certify to the
Approving Authority in writing that the System has been constructed in compliance with
the terms of this Approval;
d) An authorized agent of the Company must certify to the Approving Authority in writing
that the installation was done by a qualified Installer approved by the Company and the
installation conforms to this Approval. The authorized agent of the Company responsible
for the inspection of the installation shall have received technical training in the
Company's products; and
e) Prior to signing any agreement to transfer any or all interest in the property served by the
system, or any portion of the property, including any possessory interest, the System
Owner shall provide written notice, as required by 310 CMR 15.287(5) of all conditions
contained in the Approval to the transferee(s). Any and all instruments of transfer and
any leases or rental agreements shall be included as an exhibit attached thereto and made
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a part thereof of a copy of the Approval for the System. The System Owner shall send a
copy of such written notification(s) to the Local Approving Authority within 10 days of
such notice to the transferee(s).
V. STANDARD CONDITIONS
1. The provisions of 310 CMR 15.000 are applicable to the design, installation, use and
operation of a System utilizing an approved or certified alternative technology, except those
provisions that specifically have been varied by the conditions of this Approval.
2. The design, installation, and use of the System must conform to the terms and conditions of
the Approval and the Department approved attachments.
3. The facility served by the System and the System itself shall be open to inspection and
sampling by the Department and the local approving authority at all reasonable times.
Standard Conditions Applicable to the System Owner.
4. This Approval shall be binding on the System Owner and on its agents, contractors,
successors, and assigns. Violation of the terms and conditions of this Approval by any of the
foregoing persons or entities, respectively, shall constitute violation of this Approval by the
System Owner unless the Department determines otherwise.
5. The System Owner shall obtain all necessary permits and approvals required by 310 CMR
15.000 prior to the installation and use of the System in Massachusetts.
6. The System is approved for the treatment and disposal of sanitary sewage only. The System
Owner shall not introduce any wastes that are not sanitary sewage into the System. The
System Owner shall dispose of wastes generated or used at the facility that are not sanitary
sewage by other lawful means.
7. 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.
8. The System Owner shall at all times have the installed System properly operated and
maintained in accordance with the most recent O&M provisions of this Approval for the
alternative technology and in accordance with any additional requirements of the Approving
Authority. The most recent O&M provisions of this Approval for the alternative technology
are available from the Department.
9. The System Owner shall furnish the Department any information that the Depart
ment
requests regarding the System, within 21 days of the date of receipt of that request.
Standard Conditions Applicable to the Designer
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10. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts
Registered Sanitarian, including when designing systems for repair, provided that such
Sanitarian shall not design a system to discharge more than 2,000 gallons per day.
11. Prior to the application for a MCI- the Designer shall provide the System Owner with a copy
of this Approval.
Standard Conditions Applicable to the Company
12. This Approval shall be binding on the Company and its officers, employees, agents,
contractors, successors, and assigns. Violation of the terms and conditions of this Approval
by any of the foregoing persons or entities, respectively, shall constitute violation of this
Approval by the Company unless the Department determines otherwise.
13. The Company shall include copies of the Approval with each System that is sold. In any
contract executed by the Company for distribution or re -sale of the System, the Company
shall require all vendors, distributors, and resellers to provide each purchaser of the System
with copies of the Approval.
14. The Company shall make available, in printed and electronic format, the approved
Attachments and any approved updates associated with the Approval, to the System Owners,
Operators, Designers, Installers, vendors, resellers, and distributors of the System.
15. The Company shall submit to the Department for approval any proposed updates or changes
to the Attachments to the Approval.
16. The Company shall notify all System Owners, resellers, and distributors of changes to the
Approval within 60 days of issuance by the Department.
17. The Company shall notify the Department's Director of the Wastewater Management
Program at least 30 days in advance of the proposed transfer of ownership of the Technology
for which the Approval is issued. Said notification shall include the name and address of the
proposed owner containing a specific date of transfer of ownership, responsibility, coverage
and liability between them. All provisions of the Approval applicable to the Company shall
be applicable to successors and assigns of the Company, unless the Department determines
otherwise.
18. The Company shall furnish the Department any information that the Department requests
regarding the Technology within 21 days of the date of receipt of that request.
19. If the Company wishes to continue the Approval aft
er its expiration date, the Company shall
apply for and obtain a renewal of the Approval. The Company shall submit a renewal
application at least 180 days before the expiration date of the Approval, unless written
permission for a later date has been granted in writing by the Department. Upon receipt of a
timely and complete renewal application, the Approval shall continue in force until the
Department has acted on the renewal application.
Report
ing
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20. All notices and documents required to be submitted to the Department by the Approvalshall
be submitted to:
Director
Wastewater Management Program
Department of Environmental Protection
One Winter Street - 5th floor
Boston, Massachusetts 02108
Rights of the Department
21. The Department may suspend, modify or revoke the Approval for cause, including, but not
limited to, noncompliance with the terms of the Approval, non-payment of any annual
compliance assurance fee, for obtaining the Approval by misrepresentation or failure to
disclose fully all relevant facts or any change in or discovery of conditions that would
constitute grounds for discontinuance of the Approval, or as necessary for the protection of
public health, safety, welfare, or the environment, and as authorized by applicable law. The
Department reserves its rights to take any enforcement action authorized by law with respect
to the Approval and/or a System utilizing the Technology against the Company, the Designer,
the System Owner, the Installer, and/or the Operator of the System.
VI. GENERAL CONDITIONS
Title 5 Regulations 310 CMR 15.287: "General Conditions for Use of Alternative Systems Pursuant to
310 CMR 15.284 through 15.286"
"The following conditions shall apply to all uses of alternative systems pursuant to 310 CMR 15.284
through 15.286:
1. All plans and specifications shall be designed in accordance with 310 CMR 15.220.
2. Any required operation and maintenance, monitoring and testing plans shall be submitted to
the Department and approved prior to initiation of the use. Monitoring and sampling shall be
performed in accordance with a Department approved plan. Sample analysis shall be
conducted by an independent U.S. EPA or Commonwealth of Massachusetts approved testing
laboratory, or an approved independent university laboratory, unless otherwise provided in
the Department's written approval. It shall be a violation of 310 CMR 15.000 to omit from a
report or falsify any data collected pursuant to an approved testing plan.
3. The facility served by the alternative system and the system itself shall be open to inspection
and sampling by the Department and the Local Approving Authority at all reasonable times.
4. The Department and/or the Local Approving Authority may require the owner or operator of
the system to cease operation of the system and/or to take any other action necessary to
protect public health, safety, welfare and the environment.
5. The owner or operator shall provide written notice to any new owner or operator that the
system is an alternative system. Such notice shall include notice of the general conditions and
any special conditions applicable to the system and its owner.
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6. The owner or operator, or the proponent of the alternative system, shall obtain and provide
the Department with a determination from the board of certification of operators of
wastewater treatment facilities established pursuant to M.G.L. c. 21, § 34A as to whether a
certified operator is required for operation of the alternative system. The Department shall
waive this requirement if it has on file a determination for the alternative system, and shall
notify the owner, operator, or proponent of the determination.
7. It is a violation of 310 CMR 15.000 to install, construct, or operate an alternative system
except in full compliance with the written approval and 310 CMR 15.287.
8. The Department may require the issuance of a groundwater discharge permit pursuant to 314
CMR 5.00 (groundwater discharge program) for any alternative system.
9. The system owner shall maintain an operation and maintenance contract with a
Massachusetts certified operator where one is required by 257 CMR 2.00, or otherwise with a
person qualified to operate and maintain the system in accordance with the Department's
written approval.
10. Prior to obtaining a Certificate of Compliance for installation of a new or upgraded system,
the system owner shall record in the chain of title for the property served by the alternative
system in the Registry of Deeds or Land Registration Office, as applicable, a Notice
disclosing both the existence of the alternative on-site system and the Department's approval
of the system. The system owner shall also provide evidence of such recording to the Local
Approving Authority.
DEVAL L PATRICK
Governor
TIMOTHY P. MURRAY
Lieutenant Governor
Commonwealth of Massachusetts
Executive Office of Energy &Environmental Affairs
Department of Environmental Protection
One Winter Street Boston, MA 02108.617-292-5500
RICHARD K SULLIVAN JR.
Secretary
KENNETH L. KIMMELL
Commissioner
REVISION OF APPROVAL FOR REMEDIAL USE
Pursuant to Title 5, 310 CMR 15.00
Name and Address of Applicant:
Smith &Loveless, Inc.
14040 Santa Fe Trail Drive
Lenexa, KS 66215
Trade name of technology and models: Modular FAST (hereinafter called the "System").
Schematic Drawings illushating each System, a design and installation manual, an owner's
manual, an operation and maintenance manual, and an inspection checklist are part of this
Approval.
Transmittal Number: W 042189
Date of Issuance: June 4, 2004 (modified January 24, 2008);
Revision date: November O5, 2012
Authority for Issuance
Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of
Environmental, Protection hereby issues this Approval for Remedial Use to: Smith &Loveless
Inc., 14040 Santa Fe Trail Drive, Lenexa, KS 66215 (hereinafter "the Company"), approving the
System described herein for Remedial Use in the Commonwealth of Massachusetts. The sale,
design, installation, and use of the System are conditioned on compliance by the Company, the
Designer, the Installer, the Service Contractor, and the System Owner with the terms and
conditions set forth below. Any noncompliance with the terms or conditions of this Approval
constitutes a violation of 310 CMR 15.000.
�.i � ,/ /�
David Ferris, Director
Wastewater Management Program
Bureau of Resource Protection
November O5, 2012
Date
This information is available In alternate format. Call M1chelle Waters-Ekanem, Diversity Director, at 617-292.5751. TDD# 1-866-539-7622 or 1-617-574-6868
MassDEP Website: www.mass.govldep
Printed on Recycled Paper
sn:ithlo.doc
Smith & Loveless Inc. - Modular FAST
Modification of Approval for Remedial Use
Revision Date: November 05, 2012
Page 2 of 3
Technology Description
The System, a fixed film aeration treatment process, is an aerobic process in which the media is
100 -percent submerged. In the submerged application, the aeration and mixing are provided by an
airlift mechanism. A draft tube, in the center of the System, extends through the media. Air is
pumped into the draft tube by a compressor; wastewater is pumped from below the media to the top
of the submerged media. The pumped liquid impacts the splash plate, which directs the wastewater
across the top of the submerged media. The splash plate also creates a break-up of the wastewater
into droplets to increase the surface area of the liquid to enhance the aeration of the wastewater. The
oxygenated wastewater then passes down, through the media, where the bacterial activity takes
place. The System uses both fixed film and suspended bacteria in the degradation of the organic
material.
The System is designed to allow the plastic or epoxy -coated steel modular inserts, the treatment
unit with the media, to be installed in an appropriately sized precast or cast -in-place concrete tank.
The inserts are constructed of PVC or high-density polyethylene plastic in modular units with the
number of units and the tank size governed by the wastewater design flow and characteristics.
The System is designed with storage volume beneath the media to provide sludge storage of
excess solids, which slough off the media. The sludge storage zone must be periodically pumped,
based on sludge accumulation. Prior to or at the time the excess sludge is being removed, the air
scour system should be activated to loosen and remove solids attached to the media. The removed
solids will settle to the bottom of the tank and be removed with the sludge.
Conditions of Approval
The term "System" refers to the STU in combination with the other components of an on-site
treatment and disposal system that may be required to serve a facility in accordance with 310
CMR 15.000.
The term "Approval" refers to the technology -specific Special Conditions, the conditions
applicable to all STU's with Remedial Use Approval, the General Conditions of 310 CMR
15.287, and any Attachments.
For Secondary Treatment Units that have been issued Remedial Use Approval for the
upgrade or replacement of an existing failed or nonconforming system., the Department
authorizes reductions in the effective leaching area (3 10 CMR 15.242), the depth to groundwater
(3 10 CMR 15.212), and/or the depth of naturally occurring pervious material (3 10 CMR
15.240(1)) subject to the conditions that apply to all Secondary Treatment Units Approved for
Remedial Use and subject to the Special Conditions applicable to the Technology.
Special Conditions
1. The System is Secondary Treatment Unit Approved for Remedial Use. In addition to the
Special Conditions contained in this Approval, the System shall comply with all the
"Standard Conditions for Secondary Treatment Units Approved for Remedial Use", except
where stated otherwise in these Special Conditions.
smithlo.doc
Smith & Loveless Inc. - Modular FAST
Modification of Approval for Remedial Use
Revision Date: November 05, 2012
Page 3 of 3
2. The System is approved for facilities where the local approving authority finds that:
a) there is no increase in the actual or proposed design flow;
b) the System is for the upgrade of a failed, failing or nonconforming system; and
c) a conventional system with a reserve area, designed in accordance with the standards of
310 CMR 15.100 through 15.255, cannot feasibly be built on-site.
smithlo.doc
Charles D. Baker
Governor
Katyn E. Polito
Lieutenant Governor
Commonwealth of Massachusetts
Executive Office of Energy & Environmental Affairs
Department of Environmental Protection
One Winter Street Boston, MA 02108 •617-292-5500
Standard Conditions for Secondary Treatment Units
Approved for Remedial Use
Last Revision Date: November 30, 2016
Matthew A. Beaton
Secretary
Martin Suuberg
Commissioner
A Secondary Treatment Unit (STU) is an alternative technology that may be used as a
component of an on-site sewage disposal system where soil or site conditions make conventional
soil absorption systems more costly to construct or infeasible. A conventional system may be
more costly to construct or infeasible where there is a shallow water table and/or limited area for
the siting of a conventional system. As compared to a conventional system, in certain instances,
an STU provides for higher loading rates (smaller leaching area) and may require less land area,
potentially less fill, and less disturbance of the site.
The System consists of an STU designed to reduce the organic material and solids in the
wastewater which reduces the demand for treatment in the soil absorption system. A
conventional septic tank precedes the STU unless exempt by the Special Conditions for a
specific Technology.
The use of an STU in accordance with this Approval for Remedial Use requires, among
other things:
• A Disclosure Notice in the Deed to the property (310 CMR 15.287(10)) (A Deed
Notice template is available from the Department);
• Certifications by the Designer and the Installer (3 10 CMR 15.021(3));
• A Massachusetts certified operator who has received training for the technology and
is under contract for periodic inspection and maintenance (3 10 CMR 15.287(10));
• Periodic sampling, recordkeeping, and reporting, in accordance with this Approval;
• Notification within 24 hours by the System Owner to the local approving authority of
any System failure;
• When pumping is required to discharge to the SAS, 24-hour emergency wastewater
storage capacity above the elevation of the high level alarm; and
• System Owner Acknowledgement of Responsibilities, in accordance with this
Approval.
This information is available in alternate format. Call Michelle Waters-Ekanem, Diversity Director, at 617-292-5751. TTY# MassRelay Service 1-800-439.2370
MassDEP Website: www.mass.gov/dep
Printed on Recycled Paper
Standard Conditions for Secondary Treatment Units for Remedial Use Page 2 of 18
Revised November 30, 2016
Definitions and References:
The term "System" refers to the 0 U in combination with the other components of an on-site
treatment and disposal system that may be required to serve a facility in accordance with 310
CMR 15.000.
The term "Approval" refers to these Standard Conditions applicable to all STU's with
Remedial Use Approval, the Special Conditions contained in the Technology -specific
Approval, the General Conditions of 310 CMR 15.287, and any other Attachments.
The Conditions contained herein MUST be read in conjunction with any Special Conditions
that are Technology -specific.
I. Purpose
1. Approval for Remedial Use allows the use of the Alternative System only where the local
Approving Authority finds that the Alternative System is for the upgrade or replacement
of an existing failed, failing or nonconforming system with a design of flow of less than
103000 gpd, where there is no increase in the actual or proposed design flow, and where a
conventional system with a reserve area, designed in accordance with the standards of
310 CMR 15.100 through 15.255, cannot feasibly be built on-site.
2. The sale, design, installation, and use of the System shall be subject to these requirements
for any system that submits a complete Disposal System Construction Permit (DSCP)
application after the effective date of these Standard Conditions. Existing Systems and
Systems for which a complete DSCP application was submitted prior to the effective date
of these requirements shall not be subject to the design and installation requirements,
however, the System Owner, the Service Contractor, and the Company shall be subject to
all other requirements contained herein.
3. With the other applicable permits or approvals that maybe required by 310 CMR 15.000,
the Approval authorizes the installation and use of the Alternative System in
Massachusetts. Except those provisions that specifically have been varied by this
Approval, the provisions of 310 CMR 15.000, including the General Conditions of 310
CMR 15.287, apply to the sale, design, installation, and use of the System.
4. Unless stated otherwise in the Special Conditions that apply to a specific Technology, all
the conditions contained in this document shall apply to secondary treatment units which
have obtained Remedial Use Approval. (Special Conditions may be more or less
stringent than the requirements of this document.)
5. Provided that the local Approving Authority approves the Altern
ative System in
conformance with the Department's Technology Approval, Department review and
approval of the site-specific System design and installation is not required unless the
Department determines on a case-by-case basis, pursuant to its authority at 310 CMR
15.003(2)(e), that the proposed System requires Department review and approval.
Standard Conditions for Secondary Treatment Units for Remedial Use Page 3 of 18
Revised November 30, 2016
II. Design and Installation Requirements
1. Effluent BODS, TSS and pH -The effluent discharge concentrations from the Secondary
Treatment Unit to the SAS shall not exceed secondary treatment standards of 30 mg/L
BODS and 30 mg/L TSS and the effluent pH range shall be 6.0 to 9.0.
2. The Designer shall be a Massachusetts Registered Professional Engineer or a
Massachusetts Registered Sanitarian, including when designing systems for repair,
provided that such Sanitarian shall not design a system with a discharge greater than
2,000 gallons per day.
3. Except where the Approval specifically states otherwise, the Alternative System shall be
installed in a manner which does not intrude on, replace, or adversely affect the operation
of any other component of the subsurface sewage disposal system designed and
constructed in accordance with the standards of 310 CMR 15.200 - 15.279.
4. Except where the Approval specifically states otherwise, the Alternative System shall
include a properly sized and constructed septic tank, designed in accordance with 310
CMR 15.223 — 15.229, connected to the building sewer and followed in series by the
Technology and the SAS;
5. Alternative Design Standards -Provided that the Designer demonstrates that the impact
of the proposed Alternative System has been considered and the design requirements of
310 CMR 15.000 have been varied to the least degree necessary so as to allow for both
the best feasible upgrade within the borders of the lot and the least effect on public
health, safety, welfare and the environment, the local approving authority may allow any
combination of the following alternative design standards without the need for granting a
variance under 310 CMR 15.400 or obtaining Department approval:
a) If a reduction in the size of the SAS is necessary, the size of the SAS may be reduced
up to 50 percent from the effective leaching area required when using the loading
rates for gravity systems of 310 CMR 15.242(1)(a) for Systems sited in soils with a
percolation rate of 60 minutes or less per inch, or for soils with a recorded percolation
rate of between 60 and 90 minutes per inch, the loading rates of 310 CMR 15.245(4).
(Alternatively, the effluent loading rates provided in 310 CMR 15.242(1)(b) for
pressure distribution may be utilized, however, no reduction in the effective leaching
area may be taken when using these loading rates, as stated in the regulation.); and/or
b) If a reduction in the depth to groundwater required by 310 CMR 15.212 is necessary,
the depth to groundwater maybe reduced by up to 2 feet, resulting in a minimum
separation distance of two feet in soils with a recorded percolation rate of more than
two minutes per inch and three feet in soils with a recorded percolation rate of two
minutes or less per inch, measured from the bottom of the soil absorption system to
the high groundwater elevation; and/or
c) If a reduction in the depth of the naturally occurring pervious material layer is
necessary, a proposed reduction of up to 2 feet may be allowed in the four feet of
naturally occurring pervious material layer required by 310 CMR 15.240(1) provided
Standard Conditions for Secondary Treatment Units for Remedial Use Page 4 of 18
Revised November 30, 2016
that it has been demonstrated that no greater depth in naturally occurring pervious
material can be met anywhere on the site.
6. Any proposed reduction in the required depth to groundwater, specified in 310 CMR
15.212, may only be approved when:
a) An approved Soil Evaluator who is a member or agent of the local Approving
Authority determines the high groundwater elevation;
b) No reduction is granted under LUA for setbacks from public or private wells,
bordering vegetated wetlands, surface waters, salt marshes, coastal banks, certified
vernal pools, water supply lines, surface water supplies or tributaries to surface water
supplies, or drains which discharge to surface water supplies or their tributaries, is
allowed; and
c) In accordance with 310 CMR 15.212(2), for systems with a design flow of 2,000 gpd
or greater, the separation to high groundwater as required by 310 CMR 15.212(1)
shall be calculated after adding the effect of groundwater mounding to the high
groundwater elevation as determined pursuant to 310 CMR 15.103(3).
7. The Alternative Design Standards for effective leaching area, depth to groundwater, and
depth of naturally occurring pervious material contained in the Department's Standard
Conditions for Secondary Treatment Unit Approved for Remedial Use shall not be made
less stringent by the local Approving Authority under the LUA provisions of 310 CMR
15.405 or under the variance procedures of 310 CMR 15.411. The local Approving
Authority may vary other design requirements under the LUA provisions of 310 CMR
15.405 or under the variance procedures of 310 CMR 15.411.
8. Except those allowed under LUA and the Approval, any further deviation from the siting
and design requirements of 310 CMR 15.000 for the remedial use of a Secondary
Treatment Unit shall require the following:
a) The applicant may propose the use of a Bott
omless Sand Filter (BSF) as the means of
on-site effluent disposal in conjunction with a Secondary Treatment Unit. The
installation and use of the BSF must be in accordance with the conditions of the
Remedial Use Approval issued by the Department for the BSF; and/or
b) The applicant may request the approving authority to grant a variance.
9. The proposed use of a Secondary Treatment Unit Approved for Remedial Use shall be
subject to the following:
a) the approved record drawings, on file with the local approving authority, shall clearly
indicate an area for the best feasible upgrade that could be installed to replace the
proposed System, including the STU, in the event that the proposed System fails or it is
determined that it is not capable of providing equivalent environmental protection;
b) the installation of the proposed System shall not disturb the site in any manner that
would preclude the future installation of the best feasible upgrade that could be
installed to replace the proposed System. Components of the proposed System may
Standard Conditions for Secondary Treatment Units for Remedial Use Page 5 of 18
Revised November 30, 2016
be sited in an area for the future installation of the best feasible upgrade, provided that
it does not render the area unusable for a potential future upgrade; and
c) except for the installed SAS, the System Owner shall not construct any permanent
buildings or structures in the area for the best feasible upgrade that could be installed
to replace the proposed System and the System Owner shall not disturb the site in any
other manner that would preclude the future installation of the best feasible upgrade.
10. When identifying the best feasible upgrade that could be installed to replace the proposed
System, the Designer shall consider these options in the following order:
a) a conventional system designed in accordance with the standards of 310 CMR 15.100
through 15.255 that can be built feasibly, with the exception of providing a reserve
area (15.248);
b) a conventional system that can only be built feasibly under a Local Upgrade Approval
(LUA);
c) where a conventional system cannot be built feasibly under a LUA, a Bottomless
Sand Filter, in conjunction with an STU;
d) where a System can only be built feasibly with variances, a System that has been
demonstrated to vary the design requirements of 310 CMR 15.000 to the least degree
necessary and have the least effect on public health, safety, welfare and the
environment (the System may be an Alternative System with variances); or
e) a tight tank.
11. For the upgrade or replacement of an existing failed or nonconforming system in a
nitrogen sensitive area (NSA), as defined in 310 CMR 15.215, Systems serving facilities
with actual or design flows of 2,000 GPD or greater must include treatment with a
Recirculating Sand Filter (RSF) or equivalent technology, as required by 310 CMR
15.202(1). Secondary Treatment Units with Remedial Use Approval are not approved as
an RSF equivalent technology and shall not be installed in a NSA, as defined in 310
CMR 15.215, to serve facilities with actual or design flows of 2,000 GPD or greater.
(The technology may also have a separate approval for nitrogen reduction, but must be
installed under that approval, when appropriate.)
12. Except for septic tank covers which are not required to be at grade, the frames an
d covers
of the other access manholes and ports of the System components shall be watertight,
made of durable material, and shall be installed and maintained at grade, to allow for
necessary inspection, operation, sampling and maintenance access. Manholes brought to
final grade shall be secured to prevent unauthorized access. No structures which could
interfere with performance, access, inspection, pumping, or repair shall be located
directly upon or above the access locations.
13. Any System structures with exteri
or piping connections located within 12 inches of or
lower than the Estimated Seasonal High Groundwater elevation shall have the
connections made watertight with neoprene seals or equivalent.
Standard Conditions for Secondary Treatment Units for Remedial Use Page 6 of 18
Revised November 30, 2016
14. All System control units, valve boxes, distribution piping, conveyance lines and other
System appurtenances shall be designed and installed to prevent freezing.
15. The System control panel including alarms and controls shall be mounted in a location
always accessible to the operator (or service contractor).
When pumping is required to discharge to the SAS, the System shall be equipped with
sensors and high-level alarms to protect against high water due to pump failure, pump
control failure, loss of power, system freeze ups, or backups. Emergency storage shall be
required when pumping to discharge is employed, including pressure distribution.
Emergency storage capacity for wastewater above the high level alarm shall be provided
equal to the daily design flow of the System and the storage capacity shall include an
additional allowance for the volume of all drainage which may flow back into the System
when pumping has ceased.
16. System malfunction alarms or high water alarms shall be readily visible and audible for the
facility occupants and the Service Contractor and the alarms shall be connected to circuits
separate from the circuits serving operating equipment and pumps.
17. The System shall not include any relief valve or outlet for the discharge of wastewater to
prevent flooding of the system, back up or break out.
18. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall be
provided within the SAS consisting of a perforated four inch pipe placed vertically down
to the elevation of the SAS interface with the underlying unsaturated pervious soils to
enable monitoring for ponding. The pipe shall be capped with a screw type cap and
accessible to within three inches of finish grade. (A locking cap at -grade is preferred for
annual inspection.)
19. Upon submission of an application for a Disposal System Construction Permit (DSCP),
the Designer shall provide to the local Approving Authority:
a) proof that the Designer has satisfactorily completed any required training by the
Company for the design and installation of the Technology;
b) for any proposed non-residential System or any residential System with a design flow
2,000 GPD or greater, certification by the Company as specified in Paragraph V.3;
c) certification by the Designer that the design conforms to the Approval, any Company
Design Guidance, and 310 CMR 15.000; and
d) a certification, signed by the Owner of record for the property to be served by the
Technology, stating that the property Owner:
i) has been provided a copy of the Approval, the Owner's manual, and the
Operation and Maintenance manual and the Owner agrees to comply with all
terms and conditions;
has been informed of all the Owner's estimated costs associated with the
operation including, when applicable: power consumption, maintenance,
sampling, recordkeeping, reporting, and equipment replacement;
Standard Conditions for Secondary Treatment Units for Remedial Use Page 7 of 18
Revised November 30, 2016
iii) understands the requirement for a service contract;
iv) agrees to fulfil his responsibilities to provide a Deed Notice as required by 310
CMR 15.287(10) and the Approval;
v) agrees to fulfill his responsibilities to provide written notification of the Approval
to any new Owner, as required by 310 CMR 15.287(5);
vi) if the design does not provide for the use of garbage grinders, the restriction is
understood and accepted; and
vii) whether or not covered by a warranty, the System Owner understands the
requirement to repair, replace, modify or take any other action as required by the
Department or the local Approving Authority, if the Department or the local
Approving Authority determines that the Alternative System is not capable of
meeting the performance standards.
20. The System Owner and the Designer shall not submit to the local Approving Authority a
DSCP application for the use of a Technology under this Approval, if the Approval has
been revised, reissued, suspended, or revoked by the Department prior to the date of
application. The Approval continues in effect until the Department revises, reissues,
suspends, or revokes the Approval.
21. The System Owner shall not authorize or allow the installation of the System other than
by a locally approved Installer and, if required by the Company, a person certified or
trained by the Company to install the System.
22. Prior to the commencement of construction, the System Installer must certify in writing
to the Designer, the local Approving Authority, and the System Owner that (s)he is a
locally approved System Installer and, if required by the Company, is certified by or has
received appropriate training by the Company.
23. The Installer shall maintain on-site, at all times during construction, a copy of the approved
plans, VY manual, the O&M manual, and a copy of the Approval.
24. Prior to the issuance of a Certificate of Compliance by the local Approving Authori
ty, the
System Installer and Designer must provide, in addition to the certifications required by
310 CMR 15.021(3), certifications in writing to the local Approving Authority that the
System has been constructed in compliance with the terms of the Approval.
25. The Depart
ment has not determined that the performance of the System will provide a
level of protection to public health and safety and the environment that is at least
equivalent to that of a sanitary sewer system.
If it is feasible to connect a new or existing facility to the sewer, the Designer shall not
propose an Altern
ative System to serve the facility and the facility Owner shall not install
or use an Alternative System.
When a sanitary sewer connection becomes feasible after an Alternative System has been
installed, the System Owner shall connect the facility served by the System to the sewer
within 60 days of such feasibility and the System shall be abandoned in compliance with
Standard Conditions for Secondary Treatment Units for Remedial Use Page 8 of 18
Revised November 30, 2016
310 CMR 15.354, unless a later time is allowed in writing by the Department or the local
Approving Authority.
III.Operation and Maintenance, Effluent Quality, Monitoring, and Inspection
1. From start up and thereafter, the System Owner and Service Contractor shall be
responsible for the proper operation and maintenance of the System in accordance with
this Approval, the Designer's O&M requirements, the Company's O&M requirements,
and the requirements of the local Approving Authority. The System Owner and Service
Contractor shall be responsible for compliance with the sampling, monitoring, and
inspection requirements. Any inspection, operation, maintenance, or monitoring
requirements remain in effect until the conditions are modified, terminated, or superseded
by a new Approval.
2. To ensure proper operation and maintenance (O&M) of the System, the System Owner
shall enter into an O&M Agreement with a qualified Service Contractor whose name
appears on the Company's current list of Service Contractors and has been certified, at a
minimum, at Grade Level H (two) by the Board of Registration of Operators of
Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR
2.00.
3. The System shall comply with the following monitoring requirements and effluent limits.
The required O&M Agreement with the Service Contractor shall include the following
monitoring schedule, at a minimum, subject to modifications that may be required by
Paragraphs III.8.a)and 8.b):
Monitoring Sample Effluent
Para►neter
Location
Frequency
Type
Limits
See
pH
frequency
grab
effluent to SAS
6 to 9
specified
below
See
turbidity
frequency
measure
effluent of
< 40 NTU
—
specified
treatment unit
below
See
Measure and
settleable
frequency
effluent of
record ml/1
solids
specified
measure
treatment unit
only
below
See
Record
color
frequency
visual
effluent of
observation
specified
observation
treatment unit
only
below
Standard Conditions for Secondary Treatment Units for Remedial Use Page 9 of 18
Revised November 30, 2016
4. An individual household shall be monitored at least once every 12 months (exclusive of
alarm responses or other maintenance visits).
5. Facilities (residential and nonresidential) with a design flow of less than 2,000 gpd, other
than an individual household, shall be monitored a minimum of twice/year with a
minimum of 5 months since the last monitoring inspection (exclusive of alarm responses
or other maintenance visits) and a maximum of 7 months between monitoring
inspections.
6. Facilities (residential and nonresidential) with a design flow of 2,000 gpd or greater shall
be monitored quarterly not less than 2 months since the last monitoring inspection
(exclusive of alarm responses or other maintenance visits) and not more than 4 months
between monitoring inspections.
7. For Systems that include a Bott
omless Sand Filter (BSF) for effluent disposal, the
monitoring requirements shall be as specified in the BSF Remedial Use Approval.
8. Systems installed under this Remedial Use Approval shall be subject to the following
Performance Requirements:
a) Whenever field tests indicate a pH outside the specified range, an exceedance of the
turbidity limit, or D.O. below the desired minimum, the Service Contractor shall
make adjustments and/or repairs to the System, as deemed necessary during the
inspection, and collect an effluent sample for laboratory analysis for BODS and TSS;
b) For an individual household, if laboratory analyses indicate an exceedance of 30
mg/L BODS or 30 mg/L TSS, the Service Contractor shall conduct a follow-up
inspection and field-testing within 180 days of the original inspection date. Should
the follow-up field-test indicate a pH outside the specified range, an exceedance of
Location
Effluent
Parameter
Monitoring
Sample
Frequency
T e
Limits
See
dissolved
frequency
measure
effluent of
> 2 mg/l
oxygen (D.O.)
specified
treatment unit
below
Depth of
once every
Inspection port to
See Paragraph
Ponding
year
measure
bottom of SAS
III.10
Within SAS
Thickness of
Septic tank or
floating
Once every
other process
Pump out, as
grease/scum
3 years
measure
tank where solids
necessary
layer
are retained
Depth of
Septic tank or
Sludge and
Once every
other process
Pump out, as
distance to
3 years
measure
tank where solids
necessary
effluent
are retained
tee/filter/outlet
4. An individual household shall be monitored at least once every 12 months (exclusive of
alarm responses or other maintenance visits).
5. Facilities (residential and nonresidential) with a design flow of less than 2,000 gpd, other
than an individual household, shall be monitored a minimum of twice/year with a
minimum of 5 months since the last monitoring inspection (exclusive of alarm responses
or other maintenance visits) and a maximum of 7 months between monitoring
inspections.
6. Facilities (residential and nonresidential) with a design flow of 2,000 gpd or greater shall
be monitored quarterly not less than 2 months since the last monitoring inspection
(exclusive of alarm responses or other maintenance visits) and not more than 4 months
between monitoring inspections.
7. For Systems that include a Bott
omless Sand Filter (BSF) for effluent disposal, the
monitoring requirements shall be as specified in the BSF Remedial Use Approval.
8. Systems installed under this Remedial Use Approval shall be subject to the following
Performance Requirements:
a) Whenever field tests indicate a pH outside the specified range, an exceedance of the
turbidity limit, or D.O. below the desired minimum, the Service Contractor shall
make adjustments and/or repairs to the System, as deemed necessary during the
inspection, and collect an effluent sample for laboratory analysis for BODS and TSS;
b) For an individual household, if laboratory analyses indicate an exceedance of 30
mg/L BODS or 30 mg/L TSS, the Service Contractor shall conduct a follow-up
inspection and field-testing within 180 days of the original inspection date. Should
the follow-up field-test indicate a pH outside the specified range, an exceedance of
Standard Conditions for Secondary Treatment Units for Remedial Use
Revised November 30, 2016
Page 10 of 18
the turbidity limit, or D.O. below the desired minimum, the Service Conuactor shall
make adjustments and/or repairs to the System, as deemed necessary during the
inspection, and collect another effluent sample for laboratory analysis for BODS and
TSS; and
c) Whenever two consecutive monitoring rounds for any Secondary Treatment Unit
include at least one exceedance of the limits for BODS or TSS, the System Owner
shall be responsible for submitting to the local Approving Authority, within 90 days
of the second exceedance of the limits for BODS or TSS, a written evaluation with
recommendations for changes in the design, operation, and/or maintenance of the
System. The written evaluation with recommendations shall be prepared by the
Service Contractor or a Designer and the submission shall include all monitoring
data, inspection reports, and laboratory analyses since the last annual report to the
local Approving Authority.
Recommendations shall be implemented, as approved by the local Approving Authority,
in accordance with an approved schedule, provided that all corrective measures are
implemented consistent with the limitations described in Paragraph IV.9.
9. Each time an Alternative System is visited by a Service Contractor the following shall be
recorded, at a minimum.a
a) date, time, air temperature, and weather conditions;
b) observations for objectionable odors;
c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative
System, which indicate a failure of the Alternative System;
d) depth of ponding within the SAS, if measured
e) identification of any apparent violations of the Approval;
fl since the last inspection, whether the system had been pumped with date(s) and
volume(s) pumped;
g) sludge depth and scum layer thickness, if measured;
h) when responding to alarm events, the cause of the alarm and any remedial steps taken
to address the alarm and to prevent or reduce the likelihood of future similar alarm
events;
i) field testing results when performed as part of the site visit;
j) samples taken for laboratory analysis, if any;
k) any cleaning and lubrication performed;
1) any adjustments of control sett
ings, as recommended or deemed necessary;
m) any testing of pumps, switches, alarms, as recommended or deemed necessary;
L) identification of any equipment failure or components not functioning as designed;
o) parts replacements and reason for replacement, whether routine or for repair; and
p) further corrective actions recommended, if any.
Standard Conditions for Secondary Treatment Units for Remedial Use Page 11 of 18
Revised November 30, 2016
10. Whenever an SAS inspection port measurement indicates the ponding level within the
SAS is above the invert of the distribution system, an additional measurement shall be
made 30 days later. If the subsequent reading indicates the elevation of ponding within
the SAS is above the invert of the distribution system, the System Owner shall be
responsible for submitting to the local Approving Authority, within 60 days of the follow
up inspection, a written evaluation with recommendations for changes in the design,
operation, and/or maintenance of the System. The written evaluation with
recommendations shall be prepared by the Service Contractor or a Designer and the
submission shall include all monitoring data, inspection reports, and laboratory analyses
for the previous year.
Recommendations shall be implemented, as approved by the local Approving Authority,
in accordance with an approved schedule, provided that all corrective measures are
implemented consistent with the limitations described in Paragraph IV.9.
11. Unless directed by the local Approving Authority to take other action, the System Owner
shall immediately cease discharges or have wastewater hauled off-site, if at any time
during the operation of the Alternative System the system is in failure as described in 310
CMR 15.303(1)(a)1 or 2, backing up into facilities or breaking out to the surface.
IV. Additional System Owner and Service Contractor Requirements
1. The System Owner shall not install, modify, upgrade, or replace the System except in
accordance with a valid DSCP issued by the local Approving Authority which covers the
proposed work.
2. Prior to commencement of consriuction of the System and after recording and/or
registering the Deed Notice required by 310 CMR 15.28 7(10), the System Owner shall
provide to the local Approving Authority a copy of.
a) a certified Registry copy of the Deed Notice bearing the book and page/or document
number; and
b) if the propert
y 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.
3. Prior to signing any agreement to transfer any or all interest in the propert
y served by the
System, or any portion of the property, including any possessory interest, the System
Owner shall provide written notice, as required by 310 CMR 15.287(5) of all conditions
contained in the Approval to the transferee(s). Any and all instruments of transfer and
any leases or rental agreements shall include as an exhibit attached thereto and made a
part of thereof a copy of the Approval for the System. The System Owner shall send a
copy of such written notification(s) to the local Approving Authority within 10 days of
giving such notice to the transferee(s).
Standard Conditions for Secondary Treatment Units for Remedial Use Page 12 of 18
Revised November 30, 2016
4. The System Owner and Service Contractor shall properly operate and maintain the
System in accordance with the Approval, the Designer's O&M requirements, the
Company's O&M requirements and the requirements of the local Approving Authority,
5. Prior to commencement of construction of the System, Y0 Owner shall provide to
the local Approving Authority a copy of a signed O&M Agreement that meets the
requirements of Paragraph IV.6.
6. The System Owner and the Service Contractor shall maintain on-site, at all times, a copy
of the approved plans, the Owner's Manual, the O&M Manual, a copy of the Approval,
and a copy of the O&M Agreement.
The O & M agreement shall be at least for one year and include the following provisions:
a) The name of a Service Contractor who meets the qualifications specified in the
Approval;
b) The Service Contractor must inspect the Alternative System as required by the
Approval;
c) The Service Contractor shall be responsible for obtaining lab analyses and submitt
ing
the monitoring results to the System Owner and the local Approving Authority in
accordance with the reporting requirements; and
d) In the case of a System failure, an equipment failure, alarm event, components not
functioning as designed, or violations of the Approval, procedures and responsibilities
of the Service Contractor and System Owner shall be clearly defined for corrective
measures to be taken immediately. The Service Contractor shall agree to provide
written notification within five days, describing corrective measures taken, to the
System Owner, the local board of health, and the Company.
7. The Service Contractor shall notify the System Owner of any changes to the terms and
conditions of the Approval within 60 days of any changes.
8. Within one year of any changes to the terms and conditions of the Approval, the System
Owner shall amend, as necessary, the O&M Agreement required by Paragraph IV.6 to
reflect the changes to the terms and conditions of the Approval.
9. In the case of a System failure, an equipment failure, alarm event, components not
functioning as designed, components not functioning in accordance with manufacturers'
specifications, or violations of the Approval, the Service Contractor shall provide written
notification within five days, describing corrective measures taken, to the System Owner,
the local board of health, and the Company and may only propose or take corrective
measures provided that:
a) all emergency repairs, including pumping, shall be in accordance with the limitations
and permitting requirements of 310 CMR 15.353;
b) the design of any repairs or upgrades are consistent with the Alternative System
Approval;
Standard Conditions for Secondary Treatment Units for Remedial Use Page 13 of 18
Revised November 30, 2016
c) the design of any repairs or upgrades requiring a DSCP shall be performed by an
individual meeting the qualifications of Paragraph I1.24,
d) the installation of any repairs or upgrades requiring a DSCP shall be done by an
Installer with a currently valid Disposal System Installers Permit, in accordance with
310 CMR 15.019 and the Installer shall also comply with Paragraph 11.22.
The System Owner shall also be responsible for ensuring written notification is provided
within five days to the local board of health.
10. The System Owner shall provide access to the site for the Service Contractor to perform
inspections, maintenance, repairs, responding to alarm events, field testing, and sampling
as may be required by the Approval.
11. At a minimum, the Service Contractor shall inspect, properly operate, and properly
maintain the System:
a) any time there is System failure, equipment failure, or an alarm event;
b) in accordance with the O&M manual and Designer requirements;
c) in accordance with the requirements of the local Approving Authority; and
d) in accordance with the Approval.
12. The Service Contractor shall collect samples, if required by the Approval, and obtain
analysis results from an approved laboratory, perform any required field testing, and
submit results to the System Owner with the O&M report and inspection checklist within
60 days of the site visit. The O&M report and inspection checklist shall include, at a
minimum, any required wastewater analyses, any required flow data, and all the
information required to be recorded for a maintenance inspection of an Alternative
System.
13. The System Owner and the Service Contractor shall maintain copies of any wastewater
analyses, wastewater flow data, field testing results, the Service Contractor's O&M
reports, inspection checklists, and all reports and notifications to the local Approving
Authority for a minimum of three years.
14. Upon determining that the System is in violation of the Approval or the System has
failed, as defined in 310 CMR 15.303, the Service Contractor shall notify the System
Owner immediately.
15. Upon determining that the System has failed, as defined in 310 CMR 15.303, the System
Owner and the Service Contractor shall be responsible for the notification of the local
Approving Authority within 24 hours of such determination.
16. In the case of a System failure, an equipment failure, violations of the Approval, an
alarm
event, or components not functioning as designed or in accordance with the Company
specifications, the Service Contractor shall provide written notification to the Company
within five days describing proposed corrective measures or corrective measures taken.
Standard Conditions for Secondary Treatment Units for Remedial Use Page 14 of 16
Revised November 30, 2016
17. Violations of the BODS, TSS, or pH in the System effluent shall not constitute a failure
of the System for the purposes of 24-hour notification or 5 -day written reporting as
required in provisions applicable to all Alternative Systems. Breakout constitutes a
failure of the System. If breakout occurs, the Service Contractor and System Owner shall
comply with the 24-hour notification or 5 -day written reporting provisions applicable to
all Alternative Systems.
18. By March 1st of each year, the System Owner and the Service Contractor shall be
responsible for submitting to the local Approving Authority all O&M reports, all
monitoring results, and inspection checklists completed by the Service Contractor during
the previous calendar year.
19. The System Owner and the Service Contractor shall provide written notification to the
local Approving Authority within seven days of any cancellation, expiration or other
change in the terms and/or conditions of a required O&M Agreement with a Service
Contractor. The Service Contractor shall provide written notification to the Company
within seven days of any cancellation, expiration or other change in the terms and/or
conditions of a required O&M Agreement with a System Owner.
20. By March 1st of each year, the Service Contractor shall be responsible for submitting to
the Company copies of all O&M reports including alarm event responses, all monitoring
results, violations of the Approval, inspection checklists completed by the Service
Contractor, notifications of system failures, and reports of equipment replacements with
reasons during the previous calendar year.
21. To determine whether cause exists for modifying, revoking, or suspending the Approval
UI to determine whether the conditions of the Approval have been met, the System Owner
shall furnish the Department any information that the Department requests regarding the
System, within 21 days of the date of receipt of that request.
22. The Approval shall be binding on the System Owner and on its agents, contractors,
successors, and assigns, including but not limited to the Designer, Installer, and Service
Contractor. Violation of the terms and conditions of the Approval by any of the
foregoing persons or entities, respectively, shall constitute violation of the Approval by
the System Owner unless the Department determines otherwise.
V. Company Requirements
1. The Approval shall only apply to model units with the same model designations specified
in the Technology Approval and meet the same specifications, operating requirements,
and plans, as provided by the Company at the time of the application. Any proposed
modifications of the units, installation requirements, or operating requirements shall be
subject to the review of the Department for inclusion under a modification of the
Approval. The Designer shall be responsible for the selection of the appropriate model
unit except, for systems of 2,000 gpd or more and nonresidential systems, the Company
Standard Conditions for Secondary Treatment Units for Remedial Use Page 15 of 18
Revised November 30, 2016
shall be responsible for verification of the appropriate model unit as part of the review of
proposed installations under a Remedial Use Approval.
2. Prior to submission of an application for a DSCP, the Company shall provide to the
Designer and the System Owner:
a) All design and installation specifications and requirements;
b) An operation and maintenance manual, including:
i) an inspection checklist;
ii) recommended inspection and maintenance schedule;
iii) monitoring (i.e. water use and power consumption) and sampling procedures, if
any;
iv) alarm response procedures, if any, and troubleshooting procedures;
c) An owner's manual, including alarm response procedures, if any;
d) Estimates of Owner's costs associated with the operation including, when applicable:
power consumption, maintenance, sampling, recordkeeping, reporting, and equipment
replacement;
e) A copy of the Company's warranty; and
f) Lists of qualified Service Contractors and, if training is required, qualified Designers
and Installers.
3. Prior to the submission of an application for a DSCP, for all nonresidential Systems and
Systems with design flows of 2,000 gpd or greater, the Company shall submit to the
Designer and the System Owner, a certification by the Company or its authorized agent
that the design conforms to the Approval and all Company requirements and that the
proposed use of the System is consistent with the Technology's capabilities. The
authorized agent of the Company responsible for the design review shall have received
technical training in the Company's products.
4. The Company shall maintain programs of training and continuing education for Service
Contractors. Training shall be made available at least annually. If the Company requires
trained Designers or Installers, the Company or its authorized agent shall institute
programs of training and continuing education that is separate from or combined with the
training for Service Contractors. The Company or its authorized agent shall maintain,
annually update, and make available by February 15th of each year, lists of Service
Contractors and, if certification or training is provided by the Company, Designers and
Installers. The Company or its authorized agent shall certify that the Service Contractors
and, if training is required, Designers and Installers on the lists have taken the appropriate
training and passed the Company's training qualifications. The Company or its
authorized agent shall farther certify that the Service Contractors on the list have
submitted to the Company all the reports required by Paragraphs M 16, 19, and 20.
The Company or its authorized agent shall not re -certify a Service Contractor if the
Service Contractor has not complied with the reporting requirements for the previous
year.
Standard Conditions for Secondary Treatment Units for Remedial Use Page 16 of 18
Revised November 30, 2016
5. If training is required, the Company shall not sell the Technology to an Installer unless
the Installer is trained to install the System by the Company. The Company shall require,
by contract, that distributors and resellers of the Technology shall not sell the Technology
to an Installer unless the Installer is trained to install the System by the Company.
6. As part of the required training programs for Designers, Installers, and Service
Contractors, the Company shall provide each trainee with a copy of this Approval with
the design, installation, O&M, and owner's manuals that were submitted as part of the
Approval.
7. The Company shall provide, in printed or electronic format, the System design, installation,
O&M, and Owner's manuals, and any updates associated with this technology Approval, to
the System Owners, Designers, Installers, Service Contractors, vendors, resellers, and
distributors of the System. Prior to publication or distribution in Massachusetts, the
Company shall submit to the Department for review a copy of any proposed changes to the
manual(s) with reasons for each change, at least 30 days prior to issuance. The Company
shall request Department approval for any substantive changes, as stated in Paragraph V.8.
8. Prior to publication or distribution in Massachusetts, when substantive changes in the design,
installation, operation, or maintenance of the System may be outside the limits of this Approval
and may require a modification of this Approval or may be the basis for a separate Approval,
the Company shall request approval by the Department.
9. Prior to its sale of any System that maybe used in Massachusetts, the Company shall
provide the purchaser with a copy of this Approval with the System design, installation,
O&M, and Owner's manuals. In any contract for distribution or sale of the System, the
Company shall require the distributor or seller to provide the purchaser of a System for
use in Massachusetts with copies of these documents, prior to any sale of the System.
10. To determine whether cause exists for modifying, revoking, or suspending the Approval
or to determine whether the conditions of the Approval have been met, the Company
shall furnish the Department any information that the Department requests regarding the
Technology within 21 days of the date of receipt of that request.
11. Within 60 days of issuan
ce by the Department, the Company shall provide written
notification of changes to the Approval to all Service Contractors servicing existing
installations of the Technology and all distributors and resellers of the Technology.
12. The Company shall provide writt
en notification to the Department's Director of the
Wastewater Management Program at least 30 days in advance of the proposed transfer of
ownership of the Technology for which the Approval is issued. Said notification shall
include the name and address of the proposed owner containing a specific date of transfer
of ownership, responsibility, coverage and liability between them.
Standard Conditions for Secondary Treatment Units for Remedial Use Page 17 of 18
Revised November 30, 2016
13. The Company shall maintain copies of.
a) the Approval;
b) the installation manual specifically detailing procedures for installation of its System;
c) an owner's manual, including alarm response procedures, if any;
d) an operation and maintenance manual, including:
i) an inspection checklist;
recommended inspection and maintenance schedule;
iii) monitoring requirements and recommendations(including water use and power
consumption when required) and sampling procedures;
iv) alarm response procedures, if any, and troubleshooting procedures.
e) estimates of the operating costs provided to the Owner, including, when applicable:
power consumption, maintenance, sampling, recordkeeping, reporting, and equipment
replacement;
f) a copy of the Company's warranty; and
g) lists of trained Service Contractors and, if training or certification is required,
Designers and Installers.
14. The Company shall maintain the following information for the Systems installed in
Massachusetts:
a) the address of each facility where the Technology was installed, the Owner's name
and address if different), the type of use (e.g. residential, commercial, institutional,
etc.), the design flow, the model installed;
b) the installation date, start-up date, current operational status;
c) the name of the Service Contractor, noting any cancellations or changes to any
Service Contracts;
d) a summary of system failures, system malfunctions, and violations of the Approval
with the date of each event and corrective actions taken to reach compliance,
including but not limited to: design changes; installation changes;
operation/maintenance changes; monitoring changes; and/or changes in roles and
responsibilities for the manufacturer, vendors, designers, installers, operators, and
owners; and
e) copies of all Service Contractor records submitt
ed to the Company, including all
O&M reports with alarm event responses, all monitoring results, inspection checklists
completed by the Service Contractor, notifications of system failures, and reports of
equipment replacements with reasons.
All of the information required by this Paragraph shall be maintained by Company and
shall be made available to the Department within 30 days of a request by the Department.
15. The Approval shall be binding on the Company and its officers, employees, agents,
contractors, successors, and assigns, including but not limited to dealers, distributors, and
resellers. Violation of the terms and conditions of the Approval by any of the foregoing
Standard Conditions for Secondary Treatment Units for Remedial Use Page 18 of 18
Revised November 30, 2016
persons or entities, respectively, shall constitute violation of the Approval by the
Company unless the Department determines otherwise
VI. General Requirements
1. Any System for which a complete DSCP Application is submitted while the Approval is
in effect, may be permitted, installed, and used in accordance with the Approval, unless
and until:
a) the Department issues modifications or amendments to the Approval which
specifically affect the installation or use of a System installed under the Approval for
the System; or
b) the Department, the local approval authority, or a court requires the System to be
modified or removed or requires discharges to the System to cease.
2. All notices and documents required to be submitted to the Department by the Approval
shall be submitted to:
Director
Wastewater Management Program
Department of Environmental Protection
One Winter Street - 5th floor
Boston, Massachusetts 02108
3. The Department may suspend, modify or revoke the Approval for cause, including, but
not limited to, noncompliance with the terms of the Approval, non-payment of any
annual compliance assurance fee, for obtaining the Approval by misrepresentation or
failure to disclose fully all relevant facts or any change in or discovery of conditions that
would constitute grounds for discontinuance of the Approval, or as necessary for the
protection of public health, safety, welfare, or the environment, and as authorized by
applicable law. The Department reserves its rights to take any enforcement action
authorized by law with respect to the Approval and/or a System utilizing the Technology
against the Company, a Designer, a System Owner, an Installer, and/or Service
Contractor.
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You are here: Home / NewsCenter /Barnstable County Receives $1.15M to Boost Septic Infrastructure
Barnstable County Receives $1.15M to Boast Septic Infrastructure
September 27, 2022
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I��r:, =i i�;;e�a ®Email � More
Barnstable County Commissioners Mark Forest, Ronald
Bergstrom and Chair Sheila Lyons.
HYANNIS -Barnstable County has received over $1 million from the Environmental Protection
Agency and $100,000 from The Nature Conservancy to develop tools for communities expanding
their wastewater infrastructure.
Brian Baumgaertel with the Department of Health and Environment told county commissioners
,1� Drina rhalr mnar raranr maarino that the money will jumpstart a Responsible Manaeement Entity
Eradicate Cape Cod Ticks
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program.
The program will provide
homeowners not
attached to sewer with
septic system upgrade and
installation assistance as
well as long-term
maintenance services.
in some ways
"The
concept
here is it's a pooled risk
program much
like
insurance
in some ways
where everybody
pays
into the
program and everybody
get something
out
of it when
they need it,"
said Baumgaertel.
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Baumgaertel added that the program can also use remote sensors to better measure the state of
nutrient pollution in different communities so staff can make plans accordingly for repairs or
further development.
It is a decentralized approach to wastewater, said Baumgaertel, rather than centralized like
traditional sewering.
"These are septic systems, that's quite simply what's going on here. So rather than piping
wastewater around to different locations, what we're doing is we're moving data and people from
location to location."
The program would become self-sustaining through user fees similar to sewer fees, though exact
details offunding—including using municipal or other funding—has not yet been decided by
county officials.
Senator Ed Markey also voiced his support for the program in a statement from Barnstable
County.
"Thanks to the Bipartisan Infrastructure Law, Barnstable County officials have secured key funding
to improve the region's wastewater management systems. This investment will help ensure that
Cape Cod and Buzzards Bay waterways are protected for marine species and all those who live in
and enjoy the Cape's iconic beaches and waterways."
Filed Under: Local News, NewsCenter, Top Story
Water Quality
Tagged With: Hyannis, Septic, Sewer, Wastewater,
` About Grady Culhane
;• Grady Culhane is a Cape Cod native currently living in Eastham. He studied
media communications at Cape Cod Community College and joined the
CapeCod.com News Center in 2019.
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