HomeMy WebLinkAbout0127 ACRE HILL ROAD - Health 1.27 Acre Hill. Road
Barnstable
A=297 - 079 \
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¢} TOWN OF BARNSTABLE
LOCATION H l>> _ SEWAGE #
VILLAGE nn ! _ ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. iC Dlae� B- OU2- C.Q-r-VP
SEPTIC TANK CAPACITY 1.5W QaL
LEACHING FACILITY: (type);4)rWf cA3pe 305 0 (size) 3§ to
NO.OF BEDROOMS y
BUILDER OR OWNER A t n
PERMITDATE: ( ` 1s _ COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Ill l Feet
Edge of Wetland and Leaching Facility(If any wetlands exist t
within 300 feet of leaching facility) /`J{`� Feet
Furnished by ��
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3 �y e
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t � .,�a b�
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No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in ter:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ltl DYY isposal *pstrm Construction Permit
Application for a Permit o Construct epair( ) Upgrade( ) Abandon( ) ❑Complete System ividual Components
Location�rAd Address or Lot o. Ao+ej ,i 4( Ow is Name,Address, Tel.
Asses'sorr''s Map/Parcel �q �f`G(,+ ACIC!L 1 S al� A
Installer's N ,Address,and Te.No. v� - �'0�3(� Desi ispName Address,and Tel.No. }�
D , 1 j Arils
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures /,
Design Flow(min.required) 4�o gpd Design flow provided gpd
Plan Date M"Al-2- N ber of s ets Revision Date
Title1c, ,
Size of Septic Tank („d�-TType of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Enviro tal Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board /
Signed Datei���'��
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. 1 Date Issued
No. �� Z dr ' i Fee
V THE COMMONWEALTH`OF MASSACHUSETTS Entered;ncom uteri
n' t i YeLZ
PUBLIC HEALTH DIVISION ---TOWN OF BARNSTABLE, MASSACHUSETTS
•fir
appIi�aFt�r sposil Opstrm Construction`Permit
4_ Application for a Permit o Construct epair( ) Upgrade O Abandon( ) ❑Complete System 0 ividual Components
Location Address or Lot b. -� � � Qy n�'a�Q Ow is Name,Address,�dTel.N
AsdsoF's"Map/Parcel
Installer's Name,Address,and Tel.No. 58 -y •0�3� Desi o.er's Name,Address,and Tel.
6-It- I-MrWia
fta kvg!��j 7F IV,5tNtl 016S g7k
Type.of Buildings
Dwelling No.of Bedrooms '� Lot Size �sq.ft. Garbage Grinder( )
Other e,Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
IJesign Flow(min.required) ���} gpd Design flow provided gpd
'Plan \Date /Y)." I 22. Number of s eets Revision Date
Title
Size of Septic ank it Type of S.A.S. 421
Description of Soil
1 Mature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of4he afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to'place the system in operation until a Certificate of
Compliance has been issued by this Board of
Signeda!(,/- Date -c
Application Approved by Date
Application Disapproved by Date
for the following reasons
/�y s
Permit No. aC3 r�2 Date Issued
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by
at, 11, r has been constructed in accordance
« with the provisions of Title 5 09tbe for D' o al System Construction Permit No.2019-Pi l dated r-
Installer Designer
#,bedrooms t. Approved design flow god
T
The issuance o this ermit shall not be construed as a guarantee that the system will. ftio�Xsdesigned.
y Date Inspector
_
No. ���_ �' Fee ( �V
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Die-posal 6pstem Construction 3permit
Permission is hereby granted to Construct( ) R air( ) ,Upgrade( ) A Abandon( )
System located at g Y^yt S Iww
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with a
Title 5 and the following local provisions or special conditions. g
Provided:Construction must be completed within three years of the date of this permit. !
Date G"(`C Approved by
Bk 32092 IF's 212 OIL 27753
136-1 7—'2019 01 10 =16 t
GRANT OF TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT
ON NITROGEN CREDIT LAND
(where Grantee seeks nitrogen credit land from third party Grantor)
310 CMR 15.216
This GRANT OF TITLE 5 Nitrogen Loading Restriction AND EASEMENT on Nitrogen Credit Land .
made by Mary Anne Brewin Perry, Peter Brewin,and John A. Brewin,Jr., as joint tenants, of 135 Acre Hill Road,
Barnstable,Barnstable County,Massachusetts 02630("Grantor(s)").
WITNESSETH
c WHEREAS,Grantor(s)being the owners in fee simple of that certain parcel of land located in Barnstable,
NBarnstable County,Massachusetts,with the buildings and improvements thereon,pursuant to a deed from Mary P.Brewin
o to Grantor,dated November 5, 1998,and recorded with the Barnstable County Registry of Deeds in Book 11817,Page 339,
Q said parcel of land being more particularly bounded and described therein,attached hereto and made a part hereof,and being
ai
shown as LOT 30 on a plan entitled,"Subdivision Plan of Land in Barnstable Massachusetts,for James X. Smith,Scale 1"
a = 100"',dated May 1976,prepared by Cape Cod Survey Consultants,A Division of Boston Survey Consultants,Ind.Route
h 132,Hyannis,Mass.",recorded with the Barnstable County Registry of Deeds in Plan Book 311,Page 11 (the"Property");
and
m
WHEREAS,Dana R.Marcotte and Ann-Marie Marcotte,husband and wife,as tenants by the entirety,
a of 127 Acre Hill Road,Barnstable,Barnstable County, Massachusetts,("Grantee(s)of the Benefited Property")being the
owners in fee simple of that certain parcel of land located in Barnstable,Barnstable County,Massachusetts,with the buildings
and improvements thereon, pursuant to a deed from Peter Kelly, Trustee of Kelly-White Real Estate Trust u/d/t dated
December 18,1984 to Grantee of the Benefited Property,dated December 12,1986,and recorded with the Barnstable County
Q Registry of Deeds in Book 5448,Page 211,said parcel of land being more particularly bounded and described therein and
M made a part hereof,and being shown as LOT 32 on a plan entitled,"Subdivision Plan of Land in Barnstable Massachusetts,
for James K. Smith,Scale 1"= 100"',dated May 1976,prepared by Cape Cod Survey Consultants,A Division of Boston
Survey Consultants,Ind.Route 132,Hyannis,Mass.",recorded with the Barnstable County Registry of Deeds in Plan Book
311,Page 1 I ("Benefited Property");and
y
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c WHEREAS, the Benefited Property has the benefit of a Title 5 Nitrogen Loading Restriction and
a Easement on Nitrogen Credit Land,being more particularly bounded and described as shown on plan entitled"Site Plan&
Septic System Upgrade Plan,"dated March 22,2019,prepared by Baxter Nye,Engineering&Surveying for Dana&Anne
Marie Marcotte,attached hereto as Exhibit"A"(the"Nitrogen Credit Land Restriction/Easement");and
WHEREAS,the Nitrogen Loading Facility Aggregation Plan has been approved by the Town of
Barnstable Board of Health,200 Main Street,Hyannis,Massachusetts 02601,and,if required,the Massachusetts Department
of Environmental Protection("MassDEP"or"Department")] in accordance with the Department's "Guidelines for Title 5
Aggregation of Plans and Nitrogen Loading;" said approval being based upon the agreement by Grantor to incur certain
obligations regarding the number of bedrooms,as defined in 310 CMR 15.002,and/or the wastewater discharge design flow
in any improvements located on the Property and maintenance of the Facility Land Restriction and Easement to ensure
protection of the nitrogen loading limitation of 330 gpd/acre discharge standard pursuant to the Town of Barnstable General
Ordinances,Chapter 232 Wastewater Discharge in nitrogen-sensitive areas or in areas serving new construction where the
residential use of both on-site systems and drinking water supply wells are proposed; and to grant to the Grantee of the
Benefited Property and to the municipality acting by and through the Town of Barnstable Board of Health, Hyannis,
Massachusetts, a perpetual easement to ensure maintenance of the Nitrogen Credit Land Restriction/Easement area as
nitrogen credit land including, but not limited to,removal of any prohibited uses and in connection herewith a perpetual
easement to pass and repass over the Property for purposes of inspection to ensure compliance with and fulfillment of the
terms of this Nitrogen Credit Land Restriction/Easement as hereafter set forth;
NOW,THEREFORE,pursuant to the provisions of 310 CMR 15.216,Grantor does hereby GRANT to
the Grantee of the Benefited Property and to the Town of Barnstable, a Massachusetts municipal corporation situated in
1
Barnstable County,having an address at 367 Main Street,Hyannis,Massachusetts 02601,acting by and through its Board
of Health("Local Approving Authority")for nominal, non-monetary consideration, with QUITCLAIM COVENANTS, a
TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT on NITROGEN CREDIT LAND("Nitrogen Credit
Land Restriction/Easement") consisting of approximately 3,588 square feet in, on, upon, through, over and under the
Property,the terms and conditions of which are as follows:
PURPOSE:
The purpose of this restriction and easement is to protect and preserve the quality and quantity of ground water
resources in the area of the public and private wells in the Town of Barnstable,Massachusetts in order to ensure a safe and
healthy public and private water supply for the present and future inhabitants of the area It shall also be for the specific
purpose of limiting the introduction of nitrogen and other pollutants into,and maintaining the natural uptake of pollutants
and the recharge of the ground water which takes place on the Property for the said water supply and for the specific benefit
of the above referenced Benefited Property.
OBLIGATIONS AND EASEMENT:
1. Prohibitions. Grantor agrees to restrict the number of bedrooms, as defined pursuant to 310 CMR 15.002, in any
improvements on the credit land(a/k/a Property)to three(3)bedrooms or other equivalent design flow not to exceed 377.6
gpd. Grantor further agrees to maintain the Nitrogen Credit Land Restriction/Easement as nitrogen credit land by prohibiting
activities which have a detrimental effect on nitrogen loading on the Nitrogen Credit Land Restriction/Easement,including
but not limited to wastewater discharges,the use of nitrogen fertilizer,the introduction of artificial impervious surfaces,the
raising, breeding or keeping of animals, livestock or poultry for commercial purposes, and the creation or introduction of
land under water. A change in the condition of the Nitrogen Credit Land Restriction/Easement which results in the Property
or a portion thereof being within a Velocity Zone or a Regulatory Floodway will render the Nitrogen Credit Land
Restriction/Easement or said portion thereof ineligible for nitrogen credit pursuant to 310 CMR 15.216.
2.Easements.In creating this Nitrogen Credit Land Restriction and Easement,Grantor hereby grants to the Grantee of the
Benefited Property and to the Local Approving Authority,its agents,contractors,subcontractors and employees a perpetual
EASEMENT to enter upon and the right to bring equipment onto the Property to do any and all acts deemed necessary to
maintain the Property as nitrogen credit land,together with a right to pass and repass by foot and by vehicle over Property
for said purposes,and for purposes of inspecting the Property to ensure compliance with and fulfillment of the terms of this
Nitrogen Credit Land Restriction/Easement.
3. Severability. If any court or other tribunal determines that any provision of this instrument is invalid or unenforceable,
such provision shall be deemed to have been modified automatically to conform to the requirements for validity and
enforceability as determined by such court or tribunal. In the event the provision invalidated is of such a nature that it cannot
be so modified,the provision shall be deemed deleted from this instrument as though it had never been included herein. In
either case,the remaining provisions of this instrument shall remain in full force and effect.
4.Enforcement.Grantor expressly acknowledges that a violation of the terms of this instrument could result in the following:
(i) upon determination by a court of competent jurisdiction,in the issuance of criminal and civil penalties,and/or equitable
remedies, including, but not limited to, injunctive relief, such injunctive relief could include the issuance of an order to
modify or remove any improvements constructed upon the Nitrogen Credit Land Restriction/Easement in violation of the
terms of this Nitrogen Credit Land Restriction/Easement;and
(ii) in the assessment of penalties and enforcement action by the Local Approving Authority and DEP to enforce the terms
of this Nitrogen Credit Land Restriction/Easement,pursuant to Title 5;M.G.L.c.I 11,§§ 17,31,122, 124, 125, 125A, 127A
through 1270,and 129;and M.G.L.c.83,§11.
5. Provisions to Run with the Land. This Nitrogen Credit Land Restriction/Easement sets forth the rights, liabilities,
agreements and obligations upon and subject to which the Nitrogen Credit Land Restriction/Easement or any portion thereof,
shall be left unimproved or according to which said Nitrogen Credit Land Restriction/Easement may be improved, held,
used, occupied, leased, sold, hypothecated, encumbered, or conveyed. The'rights, liabilities, agreements and obligations
herein set forth shall run with the Property and the Benefited Property,as applicable thereto,and any portion thereof and
shall inure to the benefit of and be binding upon Grantor, Grantee of the Benefited Property,and all parties claiming by,
through or under the Local Approving Authority or Grantor. The rights hereby granted to the Grantee of the Benefited
2
i
Property, the Local Approving Authority, and their respective successors and assigns, constitute their perpetual right to
enforce this Nitrogen Credit Land Restriction/Easement.Grantor hereby covenants for himself/herself/itself and his/her/its
executors,administrators,heirs,successors and assigns,to stand seized and hold title to the Property,as applicable thereto,
and any portion thereof,subject to this Nitrogen Credit Land Restriction/Easement,provided, however,that a violation of
this Nitrogen Credit Land Restriction/Easement shall not result in a forfeiture or reversion of Grantor's title to the Property,
as applicable thereto.
6.Concurrence Presumed.It being agreed that Grantor and all parties claiming by,through or under Grantor shall be deemed
to be in accord with the provisions herein set forth and to agree for and among themselves and any party claiming by,through
or under them, and their respective agents, contractors, sub-contractors and employees, that the Nitrogen Credit Land
Restriction/Easement herein established shall be adhered to and not violated and that their respective interests in the Property
and the Nitrogen Credit Land Restriction and Easement,as applicable thereto, shall be subject to the provisions herein set
forth.
7. Incorporation into Deeds, Mormages, leases and Instruments of Transfer. Grantor hereby agrees to incorporate this
Nitrogen Credit Land Restriction/Easement,in full or by reference, into all deeds,easements,mortgages, leases, licenses,
occupancy agreements or any other instrument of transfer by which an interest in and/or a right to use the Property,or any
portion thereof,is conveyed.
8. Recordation. Grantor shall record and/or register this Nitrogen Credit Land Restriction/Easement with the appropriate
Registry of Deeds and/or Land Registration Office within 30 days of the latter of.receipt from the Local Approving Authority
of the approved Restriction/Easement or the expiration of the 60-day DEP constructive approval period pursuant to 310 CMR
15.216. Grantor shall file with the Local Approving Authority and the DEP a certified Registry copy of this Nitrogen Credit
Land Restriction/Easement as recorded and/or registered within 30 days of its date of recordation and/or registration.
9. Amendment and Release. This Nitrogen Credit Land Restriction/Easement may be amended or released only upon
approval by the Local Approving Authority. Release of this Nitrogen Credit Land Restriction/Easement shall be granted by
the Local Approving Authority in the event the Benefited Property is connected to a municipal sewer system and the septic
system serving the Benefited Property is abandoned in accordance with 310 CMR 15.354 or the Benefited Property is no
longer located within a nitrogen sensitive area pursuant to 310 CMR 15.215. Any such amendment or release shall be
recorded and/or registered with the appropriate Registry of Deeds and/or Land Registration Office and a certified Registry
copy of said amendment or release shall be filed with the Local Approving Authority and the DEP within 30 days of its date
of recordation and/or registration.
10. Term. This Nitrogen Credit Land Restriction/Easement shall run in perpetuity and is intended to conform to M.G.L.
c.184,§26,as amended.
11.Rights Reserved.This Nitrogen Credit Land Restriction/Easement is granted to the Grantee of the Benefited Property
and the Local Approving Authority in connection with the approval of a Nitrogen Loading Facility Aggregation Plan.
pursuant to 310 CMR 15.216 and the Department's"Guidelines for Title 5 Aggregation of Flows and Nitrogen Loading." It
is expressly agreed that acceptance of the Nitrogen Credit Land Restriction/Easement by the Local Approving Authority[or
constructive approval of the Nitrogen Loading Facility Aggregation Plan by the Department of Environmental Protection]
shall not operate to bar,diminish,or in any way affect any legal or equitable right of the Local Approving Authority or DEP
to issue any future order with respect to the Property and the Benefited Property,as applicable thereto,or in any way affect
any other claim,action,suit,cause of action,or demand which the Local Approving Authority or DEP may have with respect
thereto.'Nor shall acceptance of Nitrogen Credit Land Restriction/Easement serve to impose any obligations, liabilities,or
any other duties upon the Local Approving Authority.
12. Effective Date. This Nitrogen Credit Land Restriction/Easement shall become effective upon its recordation and/or
registration with the appropriate Registry of Deeds and/or Land Registration Office.
3
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WITNESS the execution hereof under sea7%ryiAnne
.__ 12019.
I
Brewin Perry
STATE OF
COUNTY OFmr��o
On this day of 5v �� ,2019,before me,the undersigned notary public,personally appeared Mary Anne
Brewin Perry, and proved to me through satisfactory evidence of identification, being my own personal knowledge of
the identity of the signatory or a valid driver's license,to be the person whose name is signed on the preceding or attached
document, who swore or affirmed to me that the contents of the document are truthful and accurate to the best of her
knowledge and belief,and acknowledged,swore or affirmed tome that she signed it voluntarily for its stated purpose.
,..ereocr.0V. I.
1 'Y,� P
,Z, KAREN HORN ` y 4q�ota
'4 Notary Pubic h''c>.r-ar jocavr ,Notary Public
COMMONWEALTH OF MASSACHUSE"b
4,
: My Commission Expires - My Commission Expires: 3.
October 25. 2024 ^`
-;� +f'
4
WITNESS the execution hereof under seal this day of 2019.
Peter$ win
STATE OF
COUNTY OF
On this day of , 2019, before me, the undersigned notary public, personally appeared Peter
Brewin, and proved to me through satisfactory evidence of identification, being my own personal knowledge of the
identity of the signatory or a valid driver's license,to be the person whose name is signed on the preceding or attached
document, who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his
` knowledge and belief,and acknowledged,swore or affirmed to me that he signed it voluntarily for its stated purpose.
Notary Public
SEE ATTROIED CUT04 TE
olN1E, ..NOTAaY INtiIAIS My Commission Expires:
5
CALIFORNIA ALL-PURPOSE
CERTIFICATE OF ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed
the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document.
State of California
County of Orange
On 10 cF 2uh-t ,�O)q before me,,�._Tak r,,5 E c ,+E,- gdk, Notary Public,
personally appeared �E�E r" 3 (— F W i
who proved to me on the basis of satisfactory evidence to be the person(s) whose
She/
is re subscribed to the within instrument and acknowledged to me that
e/they executed the same i his er/their authorized capacity(ies), and that by
er/their signature(s) on the instrument the person(s), or the entity upon behalf
of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California
that the foregoing paragraph is true and correct.
WITNESS my hand and official seal. ,LAMES ECHTERNACH
COMM...2249289
NOTARY KOUCtAUFORMA ;114
- ORAN6Et�UNTY 41
Signature My Tenn tv.kqA 6,2022
ADDITIONAL INFORMATION (OPTIONAL)
DESCRIPTION OF THE NOTARY PUBLIC
ATTACHED DOCUMENT CONTACT INFORMATION
(,rAtx.+-f T 1V°t� id 7-naLm i sk ���"`^ The UPS Store
(Title or description ofWhed downent) j 22431 Antonio Pkwy B 160
Rancho Santa Margarita,CA 92688
(Title or description o attached doc4hent continued)
(949)858-1234 tel
Number of pages l Document Date 10 tq (949)589-1234 fax
store 1672@theupsstore.com
(Additional information) www.TheUPSStore.com/1672
i
WITNESS the execution hereof under seal this day of tx 14 p 2019.
hn A.Brewin,Jr.
STATE OF
COUNTY OF
On this day of - 2019, before me, the undersigned notary public, personally appeared John A.
Brewin 1J .,and proved to me through satisfactory evidence of identification,being my own personal knowledge of the
identity of the signatory or a valid driver's license, to be the person whose name is signed on the preceding or atf4phed
document, who swore or affirmed to me that the contents of the document are truthful and accurate to the best of'his
knowledge and belief,and acknowledged,swore or affirmed to met a signed it voluntarily for its stat 1-d ;
F
e�
Notary Public
y Commission Expires: zD '` z.i t�00
6
The Town of Barnstable Board of Health hereby approves and accepts this Grant of Title 5 Nitrogen Loading
Restriction and Easement on Nitrogen Credit Land.
;wn of Barnstable Board of Health
By:Paul J.Ca iff,D.M.D.
M Title:Chairman
Date:114 3 ,2019
COMMONWEALTH OF MASSACHUSETTS
Barnstable,ss.
On this 31 day of��_,2019,before me,the undersigned notary public,personally appeared Paul J.
Canniff,D.M.D.,and proved to me through satisfactory evidence of identification,being my own personal knowledge
of the identity of the signatory or a valid driver's license,to be the person whose name is signed on the preceding or
attached document,who swore or affirmed to me that the contents of the document are truthful and accurate to the best
of his/her knowledge and belief,and acknowledged,swore or affirmed to me that he/she signed it voluntarily for its
stated purpose as Chairman of the Town of Barnstable Board of Health.
EVAN C.LEACH ac k ,Notary Public
NOTARY PUME
COMMONNEALTNOPlIA$SACKMM My Commission Expires:
My Come.Eom Nov.14,2025
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GRANTED WITH CONDITIONS.
The Board voted to grant the variances enumerated on page 3 of 3 of the plan with the
following conditions: 1) at time of septic permit issuance, the water main must locate
(believed to be in the center of the road) and distance to the SAS provided. If the
separation does not meet setbacks, the Board requests a liner be added to the SAS
on the outer side (side facing road/water main), and 2) the Board approves the
percolation test to be done at the time of installation and approves the signing off on a
building permit for the foundation prior to the percolation test.
IV. Nitrogen Aggregate Plan:
Matthew Eddy, Baxter Nye Engineering, representing Dana and Ann Marie Marcotte,
owners — 127 Acre Hill Road, Barnstable, Map/Parcel 297-079,1.23 acre (54,506
sq.ft.) lot, proposing 127 Acre Hill Road (the Facility Land) receive credit land from 135
Acre Hill Road, 1.23 acre (53,425 sq.ft.) lot.
APPROVED WITH RECORDING TO REGISTRY OF DEEDS..
I The Board approved the nitrogen aggregate, Ian with #127 receiving credit of 3,578 sf
�p I� from #135:A.cre Hill Rd which will allow (127 tt now have 4 bedrooms. The property
t #135 is providing the Credit Land a 7 p g ,5 8 square feet of their property will not be
e�ertn�available to them for septic calculatio he nitrogen aggregate plans will be
documented and recorded on both deeds #127 and #135 at the Registry of Deeds.
(No need for bedroom deed restrictions to be recorded as the information will be
provided in the nitrogen aggregate documentation.)
V. Variance — Food:
Ifti Bhatti and Mohammad Raz, new owners of Auntie Anne's Pretzels — Cape Cod
Mall, 793 lyannough Road, Hyannis, requesting a grease trap variance due to
configuration of mall.
GRANTED WITHOUT CONDITIONS.
The Board granted the grease trap variance with no conditions. (DPW supports the
issuance of the grease trap-variance.)
VI. Request for Determination (Cont.):
Laura Kelley, President of Protect Our Cape Cod Aquifer (POCCA) requests a
favorable vote from the Board of Health to draft and adopt a future regulation to
prohibit the use of the chemical glyphosate at all municipally-owned properties
(Continued from March 2019 meeting).
NO REGULATION ADOPTED.
The Board voted to not issue a regulation to prohibit the use of glyphosate. (It is
currently needed in specific situations.)
VII. Hearing — Underground Storage Tank:
Linda Whitcomb, Charles, Marie, Cara, Donna, owner(s) — 88 Greenwood Avenue,
Hyannis, underground storage tank over 30 years old, continued from February 2019
Page 2 of 3 BOH 4/23/19
Town of Barnstable
OF THE Tp� ,
o Regulatory Services
Richard V. Scali,Interim Director
• BARNSTABLE, '
. Public Health Division
1639. ♦�
°rfu MA+° Thomas McKean,Director
200 Main Street,Hyannis,NIA 02601
Office: 508-862-4644 Fax: 508-7.90-6304
Installer&Designer Certification Form
Date: D-1, 2-0t Sewage Permit# Z.o i 1 -2-L I Assessor's Map\Parcei
Designer: 9- hl id 9 LVG Installer: 11 .S�, LA K
Address: -b WaO,'C � STD\ Address: -
o2-bY
On Ia. i g .fl lap was issued a permit to install a.
(date) (installer)
septic system at.1Z:1 6C 4kL-Z-. based on a design drawn by
l (address)
ki
,dated
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
t distribution box and/or septic tank. Strip out (if required) was inspected and the soils_
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i:e:
greater than 10' lateral relocation of the SAS or any vertical relocation of any component.
of the septic system) but in accordance with.State &Local Regulations. Plan revision or
certified as=built by designer to follow. Strip out (if required)was inspected and the,soils
were found satisfactory.
I certify that the "system referenced above was constructed in e with the terms
of the 1\A approval letters (if applicable)
STEPHEN. GN
D.
MATSON -,
ns 11er s Signature) CIVIL `
a No.46345
w
SS/DNAL
esigner's Signature) (Affix Designers p Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-.
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THAW YOU.
QASepticTesigner Certification Form Rev 8-14-13.doc
Town of Barnstable
Regulatory Services
do Richard V. Scali,Director
Public Health Division
BAxrtsrearZ,
q '
t6:sAC a �' Thomas McKean,Director
200 Main Street,Hyannis,MA.02601
Office, 508-862-4644 Fax: 508-790-6304
Homeowner Certification Form for Alternative S stem
s
Property Address: %� ac z r\J` "0AI
Assessor's Map\Parcel: C -t 07
Property Owners Name: i 1 Its
In accordance with Massachusetts DEp alternative system approval letters, the following certification
information is required by the Owner of record, The Owner of record must place an "x" in the
applicable box next to each line certifying the information.
Yes N\A
I have been provided a copy of the Title 5 I/A technology Approval letters.
(15 page Standard Conditions letter and the specific technology letter)
( ❑ 1 have been provided with the Owner's Manual
[H� ❑ I have been provided with the Operation and Maintenance Manual
E3 For Systems installed under a Remedial Use Approval, I agree to fulfill my
responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10)
/ and the Approval
® For Systems installed under a Remedial Use Approval,I agree to fulfill my
responsibilities to provide written notification of the Approval to any new Owner,as
required by 310 CMR 15.287(5)
® ❑ If the design does not provide for the use of garbage grinders, the restriction is understood
and accepted
® ❑ Whether or not covered by a warranty,I understand the requirement to repair,replace,
modify or take any other action as required by the Department.or the LAA,if the
Department or the LAA determines the System to be failing to protect public health and
safety and the environment, as defined in 310 CMR 15,303
I, ft%
rk agree to comply with all terms and conditions above,
ro erty Owners ted n e
a
��
Property Owners Signature Date
Note: This form must be submitted along with the septic system disposal works permit
application for all I\A- systems including new construction, repairs\upgrades, with and
without aggregate (stone) and with conventional design criteria or credited design
criteria.
Q:\Septic\IA homeowner certification 2.doc
r >
z y2b
Town of Barnstable
fe A,O� Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Paul J.Canniff,D.M.D.
FAX 508-790-6304 John Norman
Donald A.Guadagnoli,M.D.
June 2, 2019
Mr. Matthew Eddy, P.E.
Baxter Nye Engineering and Surveying
787 North Street
Hyannis, MA 02601
RE: 127 Acre Hill Rod (A 297-079)/Nitrogen Credit Land at 135 Acre Hill Road (A=
2 - arnstable, Massachusetts
Dear Mr. Eddy,
You are granted permission to utilize nitrogen aggregation in order to add a fourth
bedroom and upgrade the onsite sewage disposal system 127 Acre . Hill Road
Barnstable, Massachusetts, on behalf of your client Dana and Ann Marie Marcotte,
(hereinafter the "Owner") with the following conditions:
135 Acre Hill Road, Barnstable
(1); The nitrogen aggregation credit land, identified as a 3,588 square feet area at the
westerly section at Parcel,080 on Assessor's Map 297, known as 135 Acre Hill
Road Barnstable, shall be restricted in use in strict accordance with 310 CMR
15.216 of the State Environmental Code, Title V. This identified nitrogen
aggregation credit land area must remain pervious. Any impervious structure(s)
shall not be allowed. This credit land shall not have any manmade sources of
nitrogen, shall not receive any fertilization, and shall not be, used for keeping,
raising, or breeding animals.
(2), The Owner shall execute and record at the Barnstable County Registry of Deeds
a deed restriction, approved by the Town Attorney, restricting the nitrogen
aggregation credit land area so that there will be no impervious pavement nor
any impervious structures constructed; so that there will be no manmade sources
of nitrogen, including fertilization; and so that there will'be no keeping, raising,
nor breeding of any animals. The nitrogen aggregation credit land is identified as
a 3,588 square feet area of land at the westerly section at Parcel 080 on
Assessor's Map 297, known as 135 Acre Hill Road Barnstable. A copy of the
QAEddy 127 Acre Hill Road Nitrogen Aggregation 2019.docx
i
recorded deed restriction shall be submitted to the Health Agent prior to obtaining
a disposal works construction permit.
(3): No more than 330 gallons of wastewater discharge per day are authorized to be
discharged at 135 Acre Hill Road Barnstable, identified as Parcel 080 on
Assessor's Map 297.
(4)` The Owner shall execute and record at the Barnstable County Registry of Deeds,
a deed restriction, approved by the Town Attorney, restricting the property at 135
Acre Hill Road Barnstable, identified as Parcel 080 on Assessor's Map 297, to a
maximum daily wastewater discharge of 330 gallons per day.
127 Acre Hill Road, Barnstable
(5) No more than 440 gallons of wastewater discharge per day are authorized to be
discharged at 127 Acre Hill Road Barnstable, identified as Parcel 79 on
Assessor's Map 297.
(6): The Owner shall execute and record at the Barnstable County Registry of Deeds,
a deed restriction, approved by the Town Attorney, restricting the property at 127
Acre Hill Road Barnstable, identified as parcel 79 on Assessor's map 297, to a
maximum daily.wastewater discharge of 440 gallons per day. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to obtaining
a disposal works construction permit.
(9) The onsite sewage disposal system shall be Upgraded in substantial
conformance with engineered plans dated March 22, 2419.
(10) The designing engineer shall supervise the construction of the onsite sewage
disposal systems and shall certify in writing to the Board of Health that the
system was upgraded in substantial compliance with engineered plans dated
March 22, 2019.
This permission is granted, without the necessity of granting variance relief, based
upon the agreement that restrictions will be recorded limiting the maximum
Wastewater discharge quantities on each lot. There will be. no increase in flow overall
compared to the existing allowable daily wastewater discharges for these two lots
combined. Also restricted nitrogen aggregation -credit land, identified as a 3,588
square feet area at the westerly.section at Parcel 080 on Assessor's Map 297, (at 135
Acre Hill Road Barnstable) .will remain pervious and will be restricted from any use
which would contribute manmade sources of nitrogen to the groundwater in this area.
S cerely ours
I
a. ff, D. al n
Q:\Eddyl27Acr Hill Road Nitrogen Aggregation 2019.docx
.
DATE: I
$95.00 FEE*: W
* BARNB'PABLF,
9 MAS& t `1 REC.BY: C
Town of Barnstable -
r
aa SCHED.DAT,I ,
-�� Board of Health3
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 N-;
Paul J.Canniff,D.M.D.
FAX: 508-790-6304 Donald A.Guadagnoli,M.D.
Junichi Sawayanagi
REQUEST FORM
LOCATION
Property Address: 127 ACRE HILL ROAD
Assessor's Map and Parcel Number: 297 Size of Lot: 079
Wetlands Within 300 Ft. Yes Business Name:
No X Subdivision Name:
APPLICANT'S NAME: DANA&AN MARIE MALCOTTE Phone 617-828-1159
Did the owner of the property authorize you to represent him or her? Yes X No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: DANA&ANN MARIE MALCOTTE Name: MATTHEW EDDY
Address: 127 ACRE HILL ROAD Address: 78 NORTH STREET
Phone: 617-828-1159 Phone: 508-771-7502
EMAIL: meddy(aD_baxter-nye.com
VARIANCE FROM REGULATION(Inct.Reg.Code it) REASON FOR VARIANCE(May attach separate sheet if more space needed)
N/A- Request for Nitrogen Aggregate
NATURE OF WORK: House Addition LxJ House Renovation LJ Repair of Failed Septic System
Checklist (to be completed by office staff-person receiving variance request application)
Please submit first four on list as 5 collated packets.
X
A. Five(5)copies of the completed variance request form
X B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or
secondary treatment unit(S.T.U.).
X C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email:
healtb@town.bamstable.ma.us
X D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic
version.
X A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S.
X Signed letter stating that the property or business owner authorized you to represent him/her for this request
N/A Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or
local sewage regulation variances only).
N/A Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only).
Fee Submitted*$95.00 for the following variances: 1) New construction, 2) Septic repairs with increase in flows, and 3)New
owner/new lessee applying for food, pool. or body art variances. Exemptions from Variance Fee: 1) Septic repair without an
increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance").
N/A Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Paul J.Canniff,Chairman
NOT APPROVED ° Donald A.Guadagnoli,M.D.
C:\Users\decollik\Apppata\Local\Microsoft\Windows\INetCache\Content.Outlook\QDLJENHC\VARIREQ Rev APR 4-
2018.docx
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BAXTER NYE ENGINEERING & SURVEYING
Registered Professional Engineers and Land Surveyors
78 North Street,31 Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622
April 2, 2019
Town of Barnstable Board of Health
Dr.Canniff,Chairman
Mr.Thomas McKean, Director
Barnstable Health Department
200 Main St.
Hyannis, MA 02601
RE: 127 Acre Hill Road,Barnstable,MA
Board of Health Filing
Dear Chairman, members of the Board and Mr. McKean:
On behalf of our client,we are submitting the attached materials which address the request for a Nitrogen Aggregation
Plan for Lots#127 and#135. Five copies of the engineering plans,floor plans,and the septic system checklist are
attached here for your consideration. Please schedule this request to be heard at your next available hearing.
We are proposing Nitrogen Aggregation with#127 being the Facility Land and#135 providing the Credit Land. .
These lots lie within a DEP Zone II as well the Town's Wellhead Protection Overlay District. The most restrictive for the
flow limitations comes from the Wellhead Protection Overlay District requirements being 330 GPD/43,560 sf.
As such,septic design flows allowed on the two lots is as follows:
• 127 Acre Hill Road—54,506 sf x 330 GPD/43,560 sf=412.9 GPD
• 135 Acre Hill Road—53,425 sf x 330 GPD/43,560 sf=404.7 GPD
• Total Flow Allowed between these two lots is 817.6 GPD.
The septic design flows proposed are as follows:
• 127 Acre Hill Road—4 bedrooms x 110 GPD=440 GPD(proposed flow which is an increase of one bedroom
over existing)
• 135 Acre Hill Road—3 bedrooms x 110 GPD=330 GPD(existing flow)
• Total proposed flow on the two lots is 770 GPD, less than 817.6 GPD allowed.
Applying nitrogen aggregation across the two lots:
• 127 Acre Hill Road requires additional credit land of:
0 440 GPD(proposed)—412.9 GPD(on facility land)=27.1 GPD in credit land required.
0 27.1 GPD x 43,560 sf/330 GPD=3,578 sf.
Land Surveys • Site Design • Subdivisions 9 Septic Design • Wetland Filings • Planning
t
April 2,2019
Town of Barnstable Board of Health
RE: 127 Acre Hill Road,Barnstable,MA
• Therefore,a credit land restriction of 3,578 sf is applied to the property at 135 Acre Hill Road to the benefit of
127 Acre Hill Road(the Facility Land). This credit land restriction area is shown on the enclosed engineering
plans.
• For the credit land property at 135 Acre Hill Road,the area remaining for septic flow is:
0 53.525 sf—3,578 sf=49,847 sf.
0 49,847 sf x 330 GPD/43,560 sf=377.6 GPD allowed.
o Flow of 330 GPD existing on 135 Acre Hill Road is less than the allowed 377.6 GPD.
Thank you for your time and consideration for the request.
Very truly yours,
Baxter Nye Engineering&Surveying
Matthew Eddy, P.E.
Managing Partner
Cc:
0:\2019\2019-003\ADMIN\PERMITS-Applications and Approvals\BOH\2019-003 BOH Nitrogen Aggregation request.docx
Page 2
BAXTER NYE ENGINEERING& SURVEYING
78 North Street,31 Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622
TRANSMITTAL
BAXTER NYE ENGINEERING & SURVEYING zU*�
Registered Professional Engineers and Land Surveyors
78 North Street,31 Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622
hat
a
Date: Aril 5,2019 To: Town of Barnstable -
Total No.Pages: Board of Health
BN Job No.: 2019-003 200 Main Street
Subject: Dana Marcotte Hyannis,MA 02601
127 Acre Hill Road
Barnstable,MA cc: File
We are sending you E Attached ❑Under Separate Cover
❑Via Fax(No. of pages including Transmittal Sheet)
❑First Class Mail/Registered#: ; ❑ Overnight
❑Pick up E Hand Delivery
The following documents:
E Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings
❑Reports/Calculations ® Other
DATE COPIES NO. PAGES DESCRIPTION
04-02-19 1 1 Owner Letter of Authorization
04-05-19 1 7 Town of Barnstable-Checklist
5 1 BOH—Hearing Request Form
04-02-19 5 2 Baxter Nye Letter to BOH—Dr.Canniff/T.McKean
5 2 Floor Plans— lst and 2"d Floor—8 '/2"x I I"
03-22-19 5 2 BN Plan Sheets C1.0&Cl.I —24"x 36"
02-19-15; 5 6 MassDEP—Approval for General Use—Applicant: Infiltrator Water
Rev.06- Technologies,LLC,PO Box 768,Old Saybrook,CT 06475
12-15
These items are transmitted as checked below:
❑ For Your Use ❑As Requested ❑Returned For Corrections
❑ For Review And Comment ❑For Approval ❑For Distribution
Remarks:
Matthew Eddy, P.E.
Managing Member
MEP/spk
0:\2019\2019-003WDMIN\TRANSMITTALS\2019-003-BOH-Variance REquest-04-05-19.dou
/File
Note:
This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible,
incomplete or not intended for your use.Thank you.
t
April 2,2019
Town of Barnstable
RE: 121 Acre Hill Road,Barnstable,MA:.. .:
To whom it mav:concerti:
I:Dana Marcotte.owner.of 127 Acre Hill Road. Barnstable,MA,do hereby authorize Baxter Nye Engineering and
Surveying to represent us_in matters concerning site design, review permitting, and hearings for the above noted address.
Thank you for your.consideration..
Very truly your.,
t
Dana Marcotte
_... 127 Acre Hill Road _... .... ....
Barnstable.MA
OANI9\2OI9-003�kDMMPERMITS-Applications and Approvals\BOH4�019-003 LI authorization to represent.docx
i
Land Surveys • Site Design 9 Subdivisions Septic Design. • Wetland Filings a Planning
Commonwealth of Massachusetts
Executive Office of Energy &Environmental Affairs
Department of Environmental Protection
One Winter Street Boston, MA 02108.617-292-5500
Charles D.Baker Matthew A.Beaton
Governor Secretary
Karyn E.Polito Martin Suuberg
Lieutenant Governor Commissioner
APPROVAL FOR GENERAL USE
Pursuant to Title 5, 310 CMR 15.000
Name and Address of Applicant:
Infiltrator Water Technologies, LLC.
P.O. Box 768 ,
6 Business Park Road
Old Saybrook, CT 06475
Trade name of technology and model: High Capacity chamber, High Capacity H-20 chamber', Quick4
High Capacity chamber, Quick4 High Capacity HD chamber, Quick4 Plus High Capacity chamber (fl-
inch invert), Quick4 Plus High Capacity chamber (13-inch invert), Standard chamber, Quick4 Standard
chamber, Quick4 Standard HD chamber, Quick4 Plus Standard chamber (5.3-inch invert), Quick4 Plus
Standard chamber (8.0-inch invert), Quick4 Plus Standard LP (Low Profile) chamber (3.3-inch invert),
Quick4 Plus Standard LP (Low Profile) chamber (8-inch invert), Infiltrator 3050 (Storm Tech SC-740)
chamber, Equalizer 24 chamber, Quick4 Equalizer 24 chamber, Equalizer 36 chamber, Quick4 Equalizer
36 chamber, Quick4 Equalizer 24 LP (Low Profile) chamber(6 inch invert), and Quick4 Equalizer 24 LP
(Low Profile) chamber (2 inch invert) (hereinafter the "System"). Schematic drawings of the System and
a design and installation manual are a part of this Certification. This approval allows the installation of
the above identified chambers without aggregate.
Transmittal Number: X259183
Date of Revision: February 19,2015,modified June 12, 2015
Authority for Issuance
Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental
Protection hereby issues this Certification to: Infiltrator Water Technologies, LLC., P.O. Box 768, 6
Business Park Road, Old Saybrook, CT 06475 (hereinafter "the Company"), for General Use of the
System described herein. The sale, design, installation, and use of the System are conditioned on
compliance by the Company, the Designer, the Installer 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.
O�J A/--rg-
June 12,2015
David Ferris,Director Date
Wastewater Management Program
Bureau of Water Resources
This information is available in alternate format,Call Michelle waters-Ekanem,Diversity Director,at 617-292-5751.TTY#MassRelay Service 1-800-439-2370
MfassDEP website:wvi�v.mass.govidep
Printed on Recycled Paper
Infiltrator Chamber,Infiltrator Water Technologies. Page 2 of 6
Approval for General Use—June 12,2015
I. Design Standards
1. The models listed in Table 1 are covered under this Certification.
Table 1: Chamber Dimensions
Dimensions Invert
Model W x L x H Height
Inches Inches
Equalizer 24 15 x 100 x 11 6
Quick4 Equalizer 24 16 x 48 x 11 6
Quick4 Equalizer 24 LP (6-inch invert) 16 x 48 x 8 62
Quick4 Equalizer 24 LP (2-inch invert) 16 x 48 x 8 2
Equalizer 36 22 x 100 x 13.5 6
Quick4 Equalizer 36 22 x 48 x 12 6
Standard Chamber 34 x 75 x 12 6.5
Quick4 Standard 34 x 48 x 12 8
Quick4 Standard HD 34 x 48 x 12 8
Quick4 Plus Standard(5.3-inch invert) 34 x 48 x 12 5.3
Quick4 Plus Standard (8-inch invert) 34 x 48 x 12 8
Quick4 Plus Standard LP (3.3-inch invert) 34 x 48 x 8 3.3
Quick4 Plus Standard LP (8-inch invert) 34 x 48 x 8 83
Infiltrator 3050 or StormTech SC-740 51 x 85.4 x 30 22.254
High Capacity Chamber 34 x 75 x 16 11
High Capacity H-20'Chamber 34 x 75 x 16 11
Quick4 High Capacity 34 x 48 x 16 11.5
Quick4 High Capacity HD 34 x 48 x 16 11.5
Quick4 Plus High Capacity(8-inch invert) 34 x 48 x 14 8
Quick4 Plus High Capacity(13-inch invert) 34 x 48 x 14 135
' This approval allows the use of the high capacity H-20 chambers but makes no determination
as to the chambers meeting the H-20 loading requirements.
z Includes Infiltrator MultiportTM invert adapter attached to the side of the end cap.
3 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-One 8
Endcap.
4 Only systems installed with this invert height shall be allowed to use the effective leaching
area associated with this model in Table 2.
5 Includes Quick4 Plus Periscope adapter attached to the top of the Quick4 Plus All-in-One 12
Endcap.
2. The System is an open-bottom leaching unit molded from polyolefin resin. It can
be installed without aggregate or distribution pipe as an absorption trench or as a
bed or field. If the System is installed with stone aggregate then the "Effective
Leaching Area" in Tables 2 and 3 is not applicable, and must be designed in
accordance with the provisions of 310 CMR 15.000.
f
Infiltrator Chamber,Infiltrator Water Technologies. Page 3 of 6
Approval for General Use-June 12,2015
3. The total effective leaching area for any Chamber Model shall be calculated by
multiplying the Effective Leaching Area per square foot of chamber times the
total length of chamber from end cap to end cap including end caps.
4. For new construction or upgrades, the applicant can size the System in a trench
configuration, using the effective leaching areas presented in Table 2.
Table 2: Effective Leaching Area in Trench Configuration for New
Construction and Remedial Sites'
Effective Effective
Model Leaching? Leaching
Area Area
SF/LF SF/LF
Equalizer 24 3.76 N/A
Quick4 Equalizer 24 3.90 N/A
Quick4 Equalizer 24 LP (6-inch invert) 3.90 N/A
Quick4 Equalizer 24 LP (2-'inch invert) 2.78 N/A
Equalizer 36 4.73 N/A
Quick4 Equalizer 36 4.73 N/A
Standard Chamber 6.53 N/A
Quick4 Standard 6.96 N/A
Quick4 Standard HD 6.96 N/A
Quick4 Plus Standard(5.3-inch invert) 6.20 N/A
Quick4 Plus Standard (8-inch invert) 6.96 N/A
Quick4 Plus Standard LP (3.3-inch invert) 5.65 N/A
Quick4 Plus Standard LP (8-inch invert) 6.96 N/A
Infiltrator 3050 or StormTech SC-740 N/A 6.71
High Capacity Chamber 7.79 N/A
High Capacity H-20' Chamber' 7.79 N/A
Quick4 High Capacity 7.93 N/A
Quick4 High Capacity HD 7.93 N/A
Quick4 Plus High Capacity(8-inch invert) 6.96 N/A
Quick4 Plus High Capacity(13-inch invert) 7.93 N/A
6 Effective April 21,2006,310 CMR 15.251(1)(b)maximum trench width is 3 feet.
'. Effective leaching area is equal to 1.67 (bottom width+(2x invert height)) for Systems
3 feet or less in width.
8. Effective leaching area is equal to 1.0 (3 +(2x invert Height)) for Systems with a width
greater than 3 feet.
9. The maximum trench width allowed to calculate effective leaching area is 3 feet.
5. Systems installed on remedial sites shall be allowed to utilize the effective
leaching areas presented in Tables 2 or 3, or additional reductions in soil
absorption system may be allowed. In no instance shall the reduction in the soil
absorption system required in 310 CMR 15.242 exceed the maximum reduction
allowed for alternative systems approved in accordance with 310 CMR 15.284.
I ,
Infiltrator Chamber,Infiltrator Water Technologies. Page 4 of 6
Approval for General Use—June 12,2015
6. For new construction or an upgrade, the applicant can size the System in bed or
field configuration, using the effective leaching areas presented in Table 3.
Table 3: Effective Leaching Area for Bed or Field Configuration New
Construction and Remedial Sites
Effective
Model Leaching10
Area
SF/LF
Equalizer 24 2.09
Quick4 Equalizer 24 2.23
Quick4 Equalizer 24 LP (6-inch invert) 2.23
Quick4 Equalizer 24 LP (2-inch invert) 2.23
Equalizer 36 3.06
Quick4 Equalizer 36 3.06
Standard Chamber 4.73
Quick4 Standard 4.73
Quick4 Standard HD 4.73
Quick4 Plus Standard (5.3-inch invert) 4.73
Quick4 Plus Standard(8-inch invert) 4.73
Quick4 Plus Standard LP (3.3-inch invert) 4.73
Quick4 Plus Standard LP (8-inch invert) 4.73
Infiltrator 3050 or StormTech SC-740 7.10
High Capacity Chamber 4.73
High Capacity H-20' Chamber 4.73
Quick4 High Capacity 4.73
Quick4 High Capacity HD 4.73
Quick4 Plus High Capacity(8-inch invert) 4.73
Quick4 Plus High Capacity(13-inch invert) 4.73
10. Effective Leaching area is equal to 1.67 times bottom width only.
7. When the System is used with a secondary treatment unit approved in accordance
with 310 CMR 15.284 or 15.288, additional reductions in soil absorption system
may be allowed. In these situations the reduction in the SAS cannot exceed the
maximum allowed under the secondary treatment units approval. In no instance
shall the reduction in the soil absorption system area required in 310 CMR 15.242
exceed the maximum reduction allowed for alternative systems approved in
accordance with 310 CMR 15.284.
H. Special Conditions
1. The System is an approved Alternative Chamber for use as an Alternative Soil
Absorption System. In addition to the Special Conditions contained in this
Approval, the System shall comply with the "Standard Conditions for Alternative
SAS with General Use Certification and/or Approved for Remedial Use" (the
Infiltrator Chamber,Infiltrator Water Technologies. Page 5 of 6
Approval for General Use—June 12,2015
'Standard Conditions'), except where stated otherwise in these Special
Conditions.
2. New Construction This Certification is for the installation of a System to serve
new construction or an existing facility with a proposed increase in flow, 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, as provided in Paragraph 6 in section II Design and Installation
Requirements of the Standard Conditions.
3. Remedial Site This General Use Certification also applies to the installation of a
System for the upgrade or replacement of an existing failed or nonconforming
system,provided that the facility meets the siting requirements for upgrades, as
provided in Paragraph 7 in section II Design and Installation Requirements of the
Standard Conditions
4. The System shall be exempt from the minimum inlet spacing requirements of 310
CMR15.253.
5. The System shall have a minimum of one inspection port through the top of one
of the chambers. The inspection port shall be capped with a screw type cap and
accessible to within three inches of finish grade.
6. When the System is installed in trench configuration, then the system shall
comply with these requirements:
a) Length(each trench) 100 feet maximum (310 CMR 15.25 l(1)(a));
b) Width (each trench) 2 feet minimum to 3 feet maximum (310 CMR
15.251(1)(b)). - Chambers greater than 3 feet wide, when specifically
approved, are subject to other Special Conditions and limitations;
c) The minimum separation distance between any two trenches shall be two
times the effective width or depth of each trench, whichever is greater, or
where the area between trenches is designated as reserve area, three times the
effective width or depth of each trench, whichever is greater(310 CMR
15.251(1)(d));
d) The effective leaching area shall be calculated using the bottom area and a
maximum of two feet(per side) of side wall area for each trench (310 CMR
15.251(1)(e));
e) Trenches shall be situated, where possible, with their long dimension
perpendicular to the slope of the natural soil. Where possible they shall follow
the contour lines (310 CMR 15.251(2));
f) Trenches constructed at different ele ations shall be designed to prevent
effluent from the higher trench(es) flowing into the lower trench(es) (310
CMR 15.251(3));
g) The area between trenches may be designated as system reserve area only
where the separation distance between the excavation sidewalls of the primary
trenches is at least three times the effective width or depth of each trench,
whichever is greater(310 CMR 15.251(4)) - Chambers greater than 3 feet
Infiltrator Chamber,Infiltrator Water Technologies. Page 6 of 6
Approval for General Use—June 12,2015
wide, when specifically approved, shall be separated by three times the actual
width and are subject to other Special Conditions and limitations; and
h) Effluent distribution lines exceeding 50 feet in length shall be connected and
venting provided in accordance with 310 CMR 15.241 (3 10 CMR
15.251(11)).
7. When installed in trench configuration, approved Alternative Chambers greater
than 3 feet wide:
a) shall be installed with a minimum separation distance between any two
trenches of two times the actual width of the chamber, or where the area
between trenches is designated as reserve area, three times the actual width of
the chamber; and
b) shall only be entitled to a maximum effective width of 3 feet for the purposes
of calculating total effective leaching area.
8. When installed in a bed or field configuration, the System may be installed .
without distribution piping, but must comply with the following requirements in
310 CMR 15.252:
a) the use of leaching beds or fields is restricted to systems with a calculated
design flow of less than 5,000 gpd per leaching bed or field (3 10 CMR
15.252(1));
b) the maximum length of chambers in series shall be 100 feet(3 10 CMR
15.252(2)(b));
c) separation distance between adjacent beds/fields shall be ten feet(310 CMR
15.252(2)(f)); and
d) the effective leaching area shall include only the bottom area, not the
sidewalls (3 10 CMR 15.252(2)(i)).
9. For Systems constructed in fill and installed, the System shall be installed as
specified in 310 CMR 15.255 Construction in Fill, except the minimum 15 foot
horizontal separation distance to be provided between the soil absorption area and
the adjacent side slope shall be measured horizontally from the top of the
chamber.
10. The System is exempt from 310 CMR 15.287, specifically items: (5) requiring
written notification of alternative system prior to property transfer, (6)need for a
certified operator, (9)need for an operation and maintenance contract with an
operator and (10) deed notice requirement.
® f Commonwealth of Massachusetts
Executive Office of Energy &Environmental Affairs
Department of Environmental Protection
One Winter Street Boston, MA 02109.517-292-5500
Charles D.Baker Matthew A.Beaton
Governor ' Secretary
Karyn E.Polito Martin Suuberg
Lieutenant:Governor Commissioner
Standard Conditions for Alternative Soil Absorption Systems
with General Use Certification and/or Approved for Remedial Use
Revised: March 5, 2018
These Standard Conditions apply to Alternative Soil Absorption System(Alt. SAS) technologies
for disposal-only as well as for technologies providing both treatment and disposal. Currently
these approved alternative technologies include the following,
Alt. SAS Disposal-Only,
• Contactor, Field Drain Contactor, and Recharger Chambers,by Cultec, Inc.
•' Biodiffuser&ARC Chambers,by Infiltrator Systems, Inc.
• Infiltrator Chambers,by Infiltrator Systems, Inc.
• Eljen Mantis M5,by Eljen Corp.
Alt. SAS Treatment with Disposal -Patented Sand Filters,
• Eljen GSF Geotextile Sand Filter System,by Eljen Corp.
•': Enviro-Septic Wastewater Treatment System,by Presby Environmental, Inc.
•! Advanced Enviro-Septic System,by Presby Environmental, Inc.
• Simple-Septic Wastewater Treatment System, by Presby Environmental, Inc.
•: Infiltrator ATL system,by Infiltrator Systems, Inc.
• GeoMat Leaching System,by Geomatrix Systems, LLC.
An alternative SAS may be appropriate for new construction, increases in flow, or for the upgrade of
ail existing failing,failed,or nonconforming system where reducing the disturbance of the site is
desired.
Alternative Disposal-Only technologies approved by the Department may be substituted for
conventional SAS's allowed under Title 5. The alternative Chamber technologies,when compared
to conventional Title 5 chambers,provide options from some of the Title 5 requirements such as
offering plastic instead of concrete chambers and eliminating the need for stone aggregate around
the chamber while allowing higher loading rates and reduced effective leaching area. Other options
include Chambers installed with aggregate meeting the requirements of Title 5,however Alternative
Chambers used with aggregate are not allowed higher loading rates which must remain the same as
required by Title 5 for conventional chambers with aggregate. In addition to alternative Chambers,
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
f
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disposal-only approved Alt. SAS technologies also include the Mantis M5 pipe and sand System
design.
Alternative Treatment with Disposal technologies approved by the Department refer to alternative
leaching systems that have demonstrated higher removal of organics and suspended matter prior to
the percolation of wastewater into underlying unsaturated pervious soils when compared to
conventional leaching systems. Higher loading rates are allowed than would be permissible with a
conventional design and additional relief from other design standards is permissible for upgrades.
A System approved under these Standard Conditions consists of a septic tank conforming to the
requirements of Title 5, either conventional or UA approved; followed by the Alt. SAS which
may provide for a reduced effective leaching area.
The use of an approved Alt. SAS, subject to these Standard Conditions, requires among other
things:
• A Disclosure Notice in the Deed to the property for installed Systems according to the
following:
• when installing an Alt. SAS Disposal-Only System(chambers or E1jen Mantis M5) a
Disclosure Notice in the Deed to the property is not required;
• when installing an Alt. SAS Treatment with Disposal-Patented Sand Filters System
under the General Use Certificate a Disclosure Notice in the Deed to the property is
not required;
• when installing an Alt. SAS Treatment with Disposal-Patented Sand Filters System
under the Approval for Remedial Use a Disclosure Notice in the Deed to the property
is required in accordance with 310 CMR 287(10);
• Certifications by the Designer and the Installer(310 CMR 15.021(3));
• Notification within 24 hours by the System Owner to the Local Approving Authority
(LAA) of any System failure;
• When System requires pumping prior 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 these standard
conditions and the Technology Approval's Special Conditions. f
This Approval does not address the use of the following alternative SAS's,which are covered under
separate Title 5 I/A Program Approvals:
a) Drip Dispersal Systems
b) Bottomless Sand Filters
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.
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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 phrase "new construction" always refers to construction of a new facility or any
increase in actual or design flow to any existing system above the approved capacity.
The phrase "upgrade of a system" or the term"upgrade" or the term"remedial site"
refers to any repair, modification, or replacement of a whole system or a component of an
existing failing, failed or nonconforming system where there is no increase in the actual or
design flow to the system.
The Conditions contained herein MUST be read in conjunction with any Special
Conditions that are technology-specific
I: Purpose
l. These Standard Conditions shall apply to all Alt. SAS technologies identified in a
General Use Certification or a Remedial Use Approval as either a Disposal-Only
technology or a Treatment with Disposal technology as listed above. In addition to
the Special Conditions contained in the technology-specific Approvals,the System
shall comply with all these "Standard Conditions for Alternative Soil Absorption
Systems", except where stated otherwise in the Special Conditions.
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. With the other applicable permits or approvals that may required by Title 5, the
Approval authorizes the installation and use of the System in Massachusetts. All the
provisions of Title 5, including the General Conditions for 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.
4. Provided that the Local Approving Authority (LAA) approves the System in
conformance with the Department's Approval 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.
II. Design and Installation Requirements
1. Where any contradiction may exist in design standards between the Company
guidance and the requirements of Title 5 or this Approval, the design shall meet the
Standard Conditions for Alternative Soil Absorption Systems Page 4 of 16
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standards of Title 5 and this Approval unless the Company guidance is more
stringent.
2. In accordance with 310 CMR 15.240(6), absorption trenches should be used
whenever possible. Accordingly, approved Disposal-Only and Treatment with
Disposal Alt. SAS Systems shall be used in trench configuration whenever possible,
unless a different configuration is allowed by the Approval(s) Special Conditions.
3. The Alternative System shall include a properly sized and constructed septic tank,
designed in accordance with 310 CMR 15.223-15.229 or approved as an Alternative
technology per 15.280-15.288, connected to the building sewer and followed in series
by the approved Alternative Soil Absorption System. A 1,000 gallon septic tank may
be allowed in accordance with the provisions of 310 CMR 15.404(3)(a).
4. 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.
5. 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.
6. For new construction or increases in flow, the System shall be subject to the following:
a) The System may only be installed in soils with a percolation rate of up to 60
minutes per inch (MPI);
b) A site evaluation, in compliance with 310 CMR 15.100 through 15.107, must be
approved by the Approving Authority and the site must meet the siting
requirements for new construction;
c) The record drawings, approved by the LAA, must clearly indicate an area for a full-
sized conventional primary SAS and a full-sized conventional reserve area that are
for the sole purpose of on-site sewage disposal;
d) Where the System has reduced the effective leaching area, as allowed by the
Standard Conditions, 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; and
e) Except for the installed SAS, the System Owner shall riot 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. For the upgrade of a system, the installation of the proposed System shall be subject to
the following:
a) The System may only be installed in soils with a percolation rate of up to 90 minutes
per inch (MPI);
f
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b) Prior to approving the installation of the System,the LAA must determine there is no
increase in the actual or proposed design flow;
c) Prior to Local Approval of the System, the Designer shall show on the plans the
maximum available area for a conventional system (without reserve) designed in
accordance with the standards of 310 CMR 15.100 through 15.255.
d) The proposed System must include the approval by the LAA for the upgrade or
replacement of all other existing components, as necessary,to comply with the
standards of Maximum Feasible Compliance (MFC) of 310 CMR 15.404;
e) The record drawings, approved by the LAA, must clearly indicate an area for the
best feasible replacement system that could be installed in the event that the
proposed Alternative Soil Absorption System fails or it is determined that it is not
capable of providing equivalent environmental protection;
f) When evaluating the best feasible replacement system that could be installed in the
event that the proposed Alternative Soil Absorption System fails or it is determined
that it is not capable of providing equivalent environmental protection, the Designer
shall consider these options in the following order:
i. 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);
ii. a conventional system that can only be built feasibly under a Local Upgrade
Approval (LUA);
iii. where a conventional system cannot be built feasibly under a LUA, a
Bottomless Sand Filter, in conjunction with a Secondary Treatment Unit;
iv. 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
v. a tight tank.
g) The installation of the proposed System shall not disturb the site in any manner
that would preclude the future installation of the best feasible replacement system
that could be installed to replace the proposed System. Components of the
proposed System may be sited in an area for the future installation of the best
feasible replacement system,provided that it does not render the area unusable for
a potential future replacement system; and
h) Except for the installed SAS, the System Owner shall not construct any
permanent buildings or structures in the area for the best feasible replacement
system 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 replacement system.
8. Alternative Design Standard to 310 CMR 15.242(1)(a) Effluent Loading Rates
i
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For new construction or increases in flow, the required effective leaching area may be
reduced up to 40 percent when using the loading rates for gravity systems of 310 CMR
15.242(1)(a), provided:
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) a minimum of 400 square feet of effective leaching area shall be installed if any
proposed reduction in the leaching area would result in less than 400 square feet
of effective leaching area; (Facilities with small flows that would not require 400
sq.ft. of effective leaching area,when designed in accordance with Title 5, may be
built with less than 400 sq. ft. provided that no reduction in effective leaching area
i is taken).
4
9. Alternative Design Standard to 310 CMR 15.242(1)(a) and 15.245(4),
Effluent Loading Rates
For the upgrade of a system,the System shall be subject to the following:
g) For soils with a percolation rate of 60 minutes or less per inch, the size of the SAS
may be sized with 40 percent less effective leaching area than required when using
the loading rates for gravity systems of 310 CMR 15.242(1)(a);
h) For soils with a percolation rate of between 60 and 90 minutes per inch, the size
of the SAS may be sized with 40 percent less effective leaching area than required
when using the loading rate of 0.15 gpd/square foot as specified by 310 CMR
15.245(4);
i) Unless allowed under the Special Conditions for the Technology, no additional
reduction in the effective leaching area is allowed under an LUA or a variance that
would result in a reduction greater than 40% of that which would be required under
310 CMR 15.242(1)(a) and 15.245(4),respectively. Any other deviations to design
standards, except the effective leaching area, may be granted under LUA or a
variance; and
j) A minimum of 400 square feet of effective leaching area shall be provided if any
proposed reduction in the leaching area would result in less than 400 square feet of
effective leaching area. Where 400 square feet of effective leaching is not feasible,
the greatest effective leaching area shall be installed provided that no more than a 40
percent reduction is taken.
10. Specific Conditions for Treatment with Disposal Alt. SAS Technologies
a) The use of aggregate as specified in 310 CMR 15.247 is not allowed with Patented
Sand Filters.
b) Unless determined necessary by the Designer or Company,the System shall not
be used with pressure distribution for any design flow. When installed for a
facility with a design flow of 2,000 gpd or greater, approved Patented Sand Filter
Systems are exempt from the requirement for pressure distribution under 310
CMR 15.231.
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c) Patented Sand Filters shall not be installed in a Nitrogen Sensitive Area(NSA)to
serve facilities with actual or design flows of 2,000 GPD or greater since those
facilities require installation of a Recirculating Sand Filter(RSF) or equivalent
technology. Patented Sand Filters may be installed as a disposal-only alternative
technology when used in addition to an approved Secondary Treatment Unit
(reduction of BOD/TSS). When a Patented Sand Filter is used in this type of
septic system design, only the reductions permitted in the Secondary Treatment
Unit's (STU) alternative technology approval, such as a reduction in SAS size,
depth of naturally occurring pervious material or depth to groundwater, are
allowed.
d) For upgrades only, a reduction in the depth to groundwater and/or a reduction in
the pervious material may be taken in accordance with Section II,paragraph 5 of
the Standard Conditions for Secondary Treatment Units Approved for Remedial
Use. In no case, shall the reductions allowed under the Standard Conditions for
Secondary Treatment Units be combined with any reduction provided by this
Approval, the alternative technology's Remedial Use Approval Special
Conditions or with any reduction that may be allowed under the procedures of
Local Upgrade Approval or variance procedures of 310 CMR 15.401-415.
11. Specific Conditions for Disposal-Only Alt. SAS Technologies
a) In a 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
RSF or equivalent technology, as required by 310 CMR 15.202(1). Under this
Approval,Disposal-Only Alt. SAS.technologies shall not be installed in an NSA
to serve facilities with actual or design flows of 2,000 GPD or greater unless
installed in conjunction with a RSF or equivalent technology.
b) For new construction or up rg ades, a reduction in the effective leaching area may
be taken in accordance with the conditions and limitations imposed by the
approval of the Secondary Treatment Unit employed. (approved Alternative
Chambers may be installed with or without aggregate for the disposal of effluent
from an approved Secondary Treatment Unit, see paragraph 11(e)below.) For
upgrades only, a reduction in the depth to groundwater and/or a reduction in the,
pervious material may be taken in accordance with the conditions and limitations
imposed by the Remedial Use Approval of the Secondary Treatment Unit
employed. In no case, shall the reductions allowed under the Secondary
Treatment Unit approval be made less stringent. In no case, shall the reductions
allowed under the Secondary Treatment Unit approval be combined with any
reduction provided by this Approval or combined with any reduction that may be
allowed under the procedures of Local Upgrade Approval or the variance
procedures of 310 CMR 15.401-415.
c) For the upgrade of a system, installations without secondary treatment are entitled
to reductions in depth to groundwater or depth of naturally occurring pervious
material only to the limits that may be allowed by the LAA under the procedures
of Local Upgrade Approval or the variance procedures of 310 CMR 15.401-415.
d) The use of aggregate as specified in Title 5, 310 CMR 15.247 is not required.
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Chambers Specific Standard Conditions,
e) The installation of approved Alternative Chambers with aggregate is allowed
provided that it complies with the aggregate requirements of 310 CMR 15.247.
However, when approved Alternative Chambers are installed with aggregate the
reduction in effective leaching area provided by Standard Conditions II (8) and
(9) is not allowed. Only when upgrading a system, approved Alternative
Chambers installed with aggregate may be allowed a reduction in effective
leaching area(up to 25%)under the limitations and procedures of a Local
Upgrade Approval (310 CMR 15.401-405).
f) Effluent pressure distribution shall be provided for actual or design flows of 2,000
gpd or greater and shall be designed in accordance with Department guidance.
The effluent loading rates provided in 310 CMR 15.242(1)(b) for pressure
distribution may be utilized, but no reduction in the effective leaching area as may
be provided under this Approval may be taken when using the loading rates for
pressure distribution, as stated in the regulation.
12. All System control units,valve boxes; distribution piping, conveyance lines and other
System appurtenances shall be designed and installed to prevent freezing.
13. When pumping is required to a distribution box or to a SAS pressure distribution
tank, the System pump chambers/tanks 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,backups, etc. Emergency storage shall be provided when
pumping to discharge is employed, including but not limited to,pressure distribution.
Emergency storage capacity for wastewater above the high level alarm shall be
provided equal to the daily design flow of the System including an additional
allowance for the volume of all drainage which may flow back into the System when
pumping has ceased.
14. System control panel(s) including alarms and controls shall be mounted in a location
always accessible to the operator(Service Contractor). Any System 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.
15. 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.
16. 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.
17. 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
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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) Facilities with multiple SAS's shall have an inspection port in each.
18. 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 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 Title 5 I/A technology Approval, the Owner's
Manual, and the Operation and Maintenance Manual, and the Owner agrees to
comply with all terms and conditions;
ii. for Systems installed under a Remedial Use Approval, the owner agrees to
fulfill his responsibilities to provide written notification of the Approval to
any new Owner, as required by 310 CMR 15.287(5);
iii, if the design does not provide for the use of garbage grinders, the restriction is
understood and accepted; and
iv. 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 LAA, if the Department or the LAA determines the
System to be failing to protect public health and safety and the environment,
as defined in 310 CMR 15.303.
f
19. The System Owner and the Designer shall not submit to the LAA 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.
20. 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.
21. Prior to the commencement of construction, the System Installer must certify in
writing to the Designer,.the LAA, 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.
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22. 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.
23. Prior to the issuance of a Certificate of Compliance the following shall be provided:
a) the System Installer and Designer must provide certification in writing to the
LAA that the System has been constructed in compliance with the terms of the
Approval; and
b) For System upgrades installed under a Remedial Use Approval the System
Owner shall provide a copy of record and/or register the Deed Notice required by
310 CMR 15.287(l0),to the LAA. The Deed Notice shall be completed as
follows:
i. a certified Registry copy of the Deed Notice bearing the book and page/or
document number; and
F ii. if the property is unregistered land, 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.
i
The Notice to be recorded shall be in the form of the Notice provided by the
Department.
24, 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.
a) 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
b) 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 current Code requirements,unless a later time is
allowed in writing by the Department or the LAA.
III. Operation and Maintenance
1. For Systems with design flows of 2,000 gpd or greater where the effective leaching
area installed is less than 75% of that required by Title 5 (310 CMR 15.240(4)),
measurement of 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 port(s) and any other available access to the distribution system.
Inspector must be an Approved System Inspector.
2. Whenever an Alt. SAS system's inspection port ponding depth is measured and
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 the submittal to the
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General Use and Remedial Use Approvals
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LAA within 60 days of the follow-up inspection, a written evaluation of the System
with recommendations for changes in the design, operation, and/or maintenance. The
written evaluation with recommendations shall be prepared by a Designer and the
submission shall include all monitoring data and inspection reports for the previous 3
years.
Recommendations shall be implemented, as approved by the LAA, in accordance
with an approved schedule, provided that all corrective measures are implemented
consistent with the limitations described in Paragraph IVA.
3. For Systems less than 2,000 gpd or facilities where the effective leaching area
installed meets the requirements of Title 5, the System shall not be required to be
inspected at any greater frequency than would be required if the facility was served
by a conventional system,unless the LAA, Company, or Designer requires more
frequent inspection.
4. If at any time a septic system with an Alt. SAS is inspected by a System Inspector,
the following shall be recorded, at a minimum:
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;
d) depth of ponding within the SAS;
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 and results of previous samples, 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) further corrective actions recommended, if any.
5. The System Owner shall maintain copies of any service records or inspection reports
and all reports and notifications to the LAA for a minimum of three years.
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General Use and Remedial Use Approvals
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6. Unless directed by the LAA 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), items 1 or 2 (sewage backing up into facilities or breaking out to the
surface).
IV. Additional System Owner Requirements
1. For System upgrades installed under Remedial Use Approval,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.LAA within 10 days of giving
such notice to the transferee(s).
2. The System Owner shall not install, modify, upgrade, or replace the System except in
accordance with a valid DSCP issued by the LAA which covers the proposed work.
3. Upon determining that the System is failing to protect public health and safety and the
environment, as defined in 310 CMR 15.303, the System Owner shall be responsible
for the notification of the LAA within 24 hours of such determination.
4. 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 System Owner shall
provide written notification within five days, describing corrective measures to 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
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.
5. 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
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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.
6. 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
mService Contractor. Violation of the tens 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 the model unit(s)with the same model
designation(s) 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 unit(s),
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(s) as applicable.
The Company shall be responsible for verification of the appropriate model unit(s) 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 the 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 owner's manual and, if alarms are provided, including response procedures;
c) A copy of the Company's warranty; and
d) If training or certification is required by the Company, lists of qualified
Designers, Installers, and Service Contractors.
3. Prior to the submission of an application for a DSCP, for all nonresidential Systems
and any System with a design flow 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. If the Company requires trained or certified Designers, Installers, or Service
Contractors, the Company or its authorized agent shall make available programs of
training and continuing education, as necessary. The Company or its authorized
agent shall maintain, annually update, and make available by February 15`h of each
year, lists of trained or certified Designers, Installers, and Service Contractors. If
training or certification is required, the Company shall not sell the Technology to an
Installer unless the Installer is trained or certified to install the System by the
Company. Similarly, if training is required, the Company shall ensure distributors
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and resellers of the Technology shall not sell the Technology to an Installer unless the
Installer is trained or certified to install the System by the Company.
5. As part of any training programs for Designers, Installers, or Service Contractors, 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.
6. 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.
7. Prior to its sale of any System that may be 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.
8.. 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.
9. 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 changes
to the Approval to all distributors and resellers of the System.
10. 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 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 this Approval applicable to the Company shall be applicable
to successors and assigns of the Company,unless the Department determines
otherwise.
11. The Company shall maintain copies of:
a) the Approval;
b) the installation manual specifically detailing procedures for installation of its
System;
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General Use and Remedial Use Approvals
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c) an owner's manual and, if alarms are required, including alarm response
procedures;
d) a copy of the Company's warranty; and
e) if training or certification is required, lists of qualified Designers and Installers.
12. The Company shall maintain the following additional information for `Treatment
with Disposal' 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; and
b) the installation date, start-up date, current operational status.
13. 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
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General Use and Remedial Use Approvals
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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.
DEED RESTRICTION
WHEREAS, Dana R. Marcotte and Ann-Marie Marcotte, husband and wife, tenants by
the entirety, of 127 Acre Hill Road, Barnstable, MA 02632 (the "Owners") are the record
owners of a certain parcel of land located in Barnstable, Barnstable County,
Massachusetts, with the buildings and improvements thereon, pursuant to a deed from
Peter Kelly, Trustee of Kelly-White Real Estate Trust u/d/t dated December 18, 1984 to
Grantee of the Benefited Property, dated December 12, 1986, and recorded with the
Barnstable County Registry of Deeds in Book 5448, Page 211, said parcel of land being
o more particularly bounded and described therein, being shown as LOT 32 on a plan
a entitled, "Subdivision Plan of Land in Barnstable Massachusetts, for James K. Smith,
Scale 1" = 10.0"', dated May 1976, prepared by Cape Cod Survey Consultants, A
Division of Boston Survey Consultants, Ind. Route 132, Hyannis, Mass.", recorded with
the Barnstable County Registry of Deeds in Plan Book 311, Page 11 (the "Property").
L
00 WHEREAS, the Owners of said lot have agreed with the Town of Barnstable Board of
cHealth to a restriction as to the number of bedrooms which can be included in any home
built on said lot as a pre-condition to obtaining a building permit in compliance with 310
CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the
Subsurface Disposal of Sanitary Sewage;
a
WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a
building permit in compliance with 310 CMR 15,200, State Environmental Code, Title
V, :Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and
aauthorizing the issuance of a building permit for the construction of a house addition
on;this Property, is requiring that the agreement for the restriction on the number of
bedrooms in any house constructed on the lot be put on record with the Barnstable
o County Registry of Deeds by recording this document.
a
NOW, THEREFORE, the Owners do hereby place the following restriction on their
Property in accordance with their agreement with the Town of Barnstable Board of
Health, which restriction shall run with the land and be binding upon all successors
and assigns in title:
The Property located at 127 Acre Hill Road may have constructed upon the lot,
a house containing no more than four.(4) bedrooms.
The Owners agree that this shall be a permanentdeed restriction affecting the
Property.
For Owners' title, see deed recorded with the Barnstable County Registry of Deeds in
Book 5448, Page 211.
1
Executed as a sealed instrument on this day of , 2019.
Dana R. Marcotte Ann-Marie Marcotte
COMMONWEALTH OF MASSACHUSETTS
Barnstable, SS.
On this day of 2019, before me, the undersigned notary public,
personally appeared Dana R. Marcotte and Ann-Marie Marcotte, and proved to me
through satisfactory evidence of identification, which was a valid drivers' License or my own
personal knowledge, to be the persons whose names are signed on the preceding or
attached document, and acknowledged to me that they signed it voluntarily for its stated
purpose.
Notary Public:
..My Commission Expires:
2
Upon.recording, mail to:
Bureau of Resource Protection,Wastewater Management
Department of Environmental Protection
Southeast Regional Office
20 Riverside Drive
Lakeville,MA 02347
GRANT OF TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT
ON NITROGEN CREDIT LAND
(where Grantee seeks nitrogen credit land from third party Grantor)
310 CMR 15.216
c
This GRANT OF TITLE 5 Nitrogen Loading Restriction AND EASEMENT on Nitrogen Credit Land
made as of this day of 2019,by Mary Anne Brewin Perry,Peter Brewin, and John A. Brewin,
Jr.,as joint tenants,of 135 Acre Hill Road,Barnstable,Barnstable County,Massachusetts 02630("Grantor(s)").
WITNESSETH
ca WHEREAS, Grantor(s) being the owners in fee simple of that certain parcel of land located in
Barnstable, Barnstable County, Massachusetts, with the buildings and improvements thereon, pursuant to a deed from
o Mary:P. Brewin to Grantor, dated November 5, 1998, and recorded with the Barnstable County Registry of Deeds in Book
Q 11817, Page 339, said parcel of land being more particularly bounded and described therein, attached hereto and made a
part hereof, and being shown as LOT 30 on a plan entitled, "Subdivision Plan of Land in Barnstable Massachusetts, for
James K. Smith, Scale 1" = 100"', dated May 1976, prepared by Cape Cod Survey'Consultants, A Division of Boston
Survey Consultants, Ind. Route 132, Hyannis, Mass.", recorded with the Barnstable County Registry of Deeds in Plan
�a
Book 311,Page 11 (the"Property");and
a
WHEREAS, Dana R. Marcotte and Ann-Marie Marcotte, husband and wife, as tenants by the
a entirety, of 127 Acre Hill Road, Barnstable, Barnstable County, Massachusetts, ("Grantee(s) of the Benefited Property")
being:the owners in fee simple of that certain parcel of land located in Barnstable,Barnstable County,Massachusetts, with
the buildings and improvements thereon, pursuant to a deed from Peter Kelly, Trustee of Kelly-White Real Estate Trust
;? u/d/t dated December 18, 1984 to Grantee of the Benefited Property, dated December 12, 1986, and recorded with the
d Barnstable County Registry of Deeds in Book 5448, Page 211, said parcel of land being more particularly bounded and
described therein and made a part hereof, and being shown as LOT 32 on a plan entitled, "Subdivision Plan of Land in
Barnstable Massachusetts, for James K. Smith, Scale 1" = 100"', dated May 1976, prepared by Cape Cod Survey
Consultants, A Division of Boston Survey Consultants, Ind. Route 132, Hyannis, Mass.", recorded with the Barnstable
County Registry of Deeds in Plan Book 311,Page 11 ("Benefited Property");and
0
WHEREAS, the Benefited Property has the benefit of a Title-5 Nitrogen Loading Restriction and
a Easement on Nitrogen Credit Land, being more particularly bounded and described as shown on a plan entitled"Site Plan
& Septic System Upgrade Plan," dated March 22, 2019, prepared by Baxter Nye, Engineering & Surveying for Dana &
Anne: Marie Marcotte, attached hereto as Exhibit "A", and to be recorded herewith (the "Nitrogen Credit Land
Restriction/Easement");and
WHEREAS, the Nitrogen Loading Facility Aggregation Plan has been approved by the Town of
Barnstable Board of Health, 200 Main Street, Hyannis, Massachusetts 02601, and, if required, the Massachusetts
Department of Environmental Protection("MassDEP"or"Department")] in accordance with the Department's"Guidelines
for Title 5 Aggregation of Plans and Nitrogen Loading;"said approval being based upon the agreement by Grantor to incur
certain obligations regarding the number of bedrooms, as defined in 310 CMR 15.002, and/or the wastewater discharge
design flow in any improvements located on the Property and maintenance of the Facility Land Restriction and Easement
to ensure protection of the nitrogen loading limitation of 330 gpd/acre discharge standard pursuant to the Town of
Barnstable General Ordinances, Chapter 232 Wastewater Discharge in nitrogen-sensitive areas or in areas serving new
construction where the residential use of both on-site systems and drinking water supply wells are proposed;and to grant to
the Grantee of the Benefited Property and to the municipality acting by and through the Town of Barnstable Board of
Health, Hyannis, Massachusetts, a perpetual easement to ensure maintenance of the Nitrogen Credit Land
Restriction/Easement area as nitrogen credit land including, but not limited to, removal of any prohibited uses and in
1
connection herewith a perpetual easement to pass and repass over the Property for purposes of inspection to ensure
compliance with and fulfillment of the terms of this Nitrogen Credit Land Restriction/Easement as hereafter set forth;
NOW, THEREFORE, pursuant to the provisions of 310 CMR 15.216, Grantor does hereby GRANT to
the Grantee of the Benefited Property and to the Town of Barnstable, a Massachusetts municipal corporation situated in
Barnstable County,having an address at 367 Main Street, Hyannis,Massachusetts 02601, acting by and through its Board
of Health ("Local Approving Authority") for nominal, non-monetary consideration, with QUITCLAIM COVENANTS, a
TITLE 5 NITROGEN LOADING RESTRICTION AND EASEMENT on NITROGEN CREDIT LAND ("Nitrogen
Credit Land Restriction/Easement") consisting of approximately 3,588 square feet in, on, upon, through, over and under
the Property,the terms and conditions of which are as follows: '
PURPOSE:
The purpose of this restriction and easement is to protect and preserve the quality and quantity of ground water
resources in the area of the public and private wells in the Town of Barnstable,Massachusetts in order to ensure a safe and
healthy public and private water supply for the present and future inhabitants of the area It shall also be for the specific
purpose of limiting the introduction of nitrogen and other pollutants into, and maintaining the natural uptake of pollutants
and the recharge of the ground water which takes place on the Property for the said water supply and for the specific
benefit of the above referenced Benefited Property.
OBLIGATIONS AND EASEMENT:
1. Prohibitions. Grantor agrees to restrict the number of bedrooms, as defined pursuant to 310 CMR 15.002, in any
improvements on the credit land(a/k/a Property)to three(3)bedrooms or other equivalent design flow not to exceed 377.6
gpd. Grantor further agrees to maintain the Nitrogen Credit Land Restriction/Easement as nitrogen credit land by
prohibiting activities which have a detrimental effect on nitrogen loading on the Nitrogen Credit Land
Restriction/Easement, including but not limited to wastewater discharges,the use of nitrogen fertilizer,the introduction of
artificial impervious surfaces, the raising, breeding or keeping of animals, livestock or poultry for commercial purposes,
and the creation or introduction of land under water. A change in the condition of the .Nitrogen Credit Land
Restriction/Easement which results in the Property or a portion thereof being within a Velocity Zone or a Regulatory
Floodway will render the Nitrogen Credit Land Restriction/Easement or said portion thereof ineligible for nitrogen credit
pursuant to 310 CMR 15.216.
2. Easements. In creating this Nitrogen Credit Land Restriction and Easement, Grantor hereby grants to the Grantee of the
Benefited Property and to the Local Approving Authority, its agents,contractors,subcontractors and employees a perpetual
EASEMENT to enter upon and the right to bring equipment onto the Property to do any and all acts deemed necessary to
maintain the Property as nitrogen credit land,together with a right to pass and repass by foot and by vehicle over Property
for said purposes,and for purposes of inspecting the Property to ensure compliance with and fulfilhnent of the terms of this
Nitrogen Credit Land Restriction/Easement.
3. Severability. If any court or other tribunal determines that any provision of this instrument is invalid or unenforceable,
such provision shall be deemed to have been modified automatically to conform to the requirements for validity and
enforceability as determined by such court or tribunal. In the event the provision invalidated is of such a nature that it
cannot be so modified, the provision shall be deemed deleted from this instrument as though it had never been included
herein. In either case,the remaining provisions of this instrument shall remain in full force and effect.
4. Enforcement. Grantor expressly acknowledges that a violation of the terms of this instrument could result in the
following:
(i) upon determination by a court of competent jurisdiction, in the issuance of criminal and civil penalties,and/or equitable
remedies, including, but not limited to, injunctive relief, such injunctive relief could include the issuance of an order to
modify or remove any improvements constructed upon the Nitrogen Credit Land Restriction/Easement in violation of the
terms of this Nitrogen Credit Land Restriction/Easement;and
(ii) in the assessment of penalties and enforcement action by the Local Approving Authority and DEP to enforce the terms
of this Nitrogen Credit Land Restriction/Easement, pursuant to Title 5; M.G.L. c.111, §§ 17, 31, 122, 124, 125, 125A,
127A.through 1270,and 129;and M.G.L.c.83, §11.
2
5. Provisions to Run with the Land. This Nitrogen Credit Land Restriction/Easement sets forth the rights, liabilities,
agreements and obligations upon and subject to which the Nitrogen Credit Land Restriction/Easement or any portion
thereof,shall be left unimproved or according to which said Nitrogen Credit Land Restriction/Easement may be improved,
held, used, occupied, leased, sold, hypothecated, encumbered, or conveyed. The rights, liabilities, agreements and
obligation`s herein set forth shall run with the Property and the Benefited Property, as applicable thereto, and any portion
thereof and shall inure to the benefit of and be binding upon Grantor, Grantee of the Benefited Property,and all parties
claiming by,through or under the Local Approving Authority or Grantor. The rights hereby granted to the Grantee of the
Benefited Property, the Local Approving Authority,_and their respective successors and assigns, constitute their perpetual
right to enforce this Nitrogen Credit Land Restriction/Easement. Grantor hereby covenants for himself/herself/itself and
his/her/its executors, administrators, heirs, successors and assigns, to stand seized and hold title to the Property, as
applicable thereto, and any portion thereof, subject to this Nitrogen Credit Land Restriction/Easement,provided, however,
that a'violation of this Nitrogen Credit Land Restriction/Easement shall not result in a forfeiture or reversion of Grantor's
title to the Property,as applicable thereto.
6. Concurrence Presumed. It being agreed that Grantor and all parties claiming by, through or under Grantor shall be
deemed to be in accord with the provisions herein set forth and to agree for and among themselves and any party claiming
by,through or under them,and their respective agents,contractors,sub-contractors and employees,that the Nitrogen Credit
Land Restriction/Easement herein established shall be adhered to and not violated and that their respective interests in the
Property and the Nitrogen Credit Land Restriction and Easement, as applicable thereto, shall be subject to the provisions
herein set forth.
7. Incorporation into Deeds, Mortgages, leases and Instruments of Transfer. Grantor hereby agrees to incorporate this ,
Nitrogen Credit Land Restriction/Easement, in full or by reference, into all deeds, easements, mortgages, leases, licenses,
occupancy agreements or any other instrument of transfer by which an interest in and/or a right to use the Property,or any
portion thereof,is conveyed.
8. Recordation. Grantor shall record and/or register this Nitrogen Credit Land Restriction/Easement with the appropriate
Registry of Deeds and/or Land Registration Office within 30 days of the latter of: receipt from the Local'Approving
Authority of the approved Restriction/Easement or the expiration of the 60-day DEP constructive approval period pursuant
to 310 CMR 15.216. Grantor shall file with the Local Approving Authority and the DEP a certified Registry copy of this
Nitrogen Credit Land Restriction/Easement as recorded and/or registered within 30 days of its date of recordation and/or
registration.
9. Amendment and Release. This Nitrogen Credit Land Restriction/Easement may be amended or released only upon
approval by the Local Approving Authority. Release of this Nitrogen Credit Land Restriction/Easement shall be granted
by the Local Approving Authority in the event the Benefited Property is connected to a municipal sewer system and the
septic system serving the Benefited Property is abandoned in accordance with 310 CMR 15.354 or the Benefited Property
is no longer located within a nitrogen sensitive area pursuant.to 310 CMR 15.215. Any such amendment or release shall'
be recorded and/or registered with the appropriate Registry of Deeds and/or Land Registration Office and a certified
Registry copy of said amendment or release shall be filed with the Local Approving Authority and the DEP within 30 days
of its:date of recordation and/or registration.
10. Term. This Nitrogen Credit Land Restriction/Easement shall run in perpetuity and is intended to conform to M.G.L.
c.184 §26,as amended.
11. Rights Reserved. This Nitrogen Credit Land Restriction/Easement is granted to the Grantee of the Benefited Property
and the Local Approving Authority in connection with the approval of a Nitrogen Loading Facility Aggregation Plan
pursuant to 310 CMR 15.216 and the Department's "Guidelines for Title 5 Aggregation of Flows and Nitrogen Loading."
It is expressly agreed that acceptance of the Nitrogen Credit Land Restriction/Easement by the Local Approving Authority
[or constructive approval of the Nitrogen Loading Facility Aggregation Plan by the Department of Environmental
Protection] shall not operate to bar, diminish, or in any way affect any legal or equitable right of the Local Approving
Authority or DEP to issue any future order with respect to the Property and the Benefited Property,as applicable thereto,or
in any way affect any other claim, action, suit, cause of action, or demand which the Local Approving Authority or DEP
may have with respect thereto. Nor shall acceptance of Nitrogen Credit Land Restriction/Easement serve to impose any
obligations, liabilities,or any other duties upon the Local Approving Authority.
12. Effective Date. This Nitrogen Credit Land Restriction/Easement shall become effective upon its recordation and/or
registration with the appropriate Registry of Deeds and/or Land Registration Office.
3
f
WITNESS the execution hereof under seal this day of 12019.
Mary Anne Brewin Perry
STATE OF
COUNTY OF
On this day of 2019, before me, the undersigned notary public, personally appeared Mary
Anne Brewin Perry, and proved to me through satisfactory evidence of identification, being my own personal
knowledge of the identity of the signatory or a valid driver's license, to be the person whose name is signed on the
preceding or attached document, who swore or affirmed to me that the contents of the document are truthful and
accurate to the best of her knowledge and belief, and acknowledged, swore or affirmed to me that she signed it
voluntarily for its stated purpose.
Notary Public
My Commission Expires:
4
WITNESS the execution hereof under seal this day of 12019.
Peter Brewin
STATE OF
COUNTY OF
On this day of , 2019, before me, the undersigned notary public, personally appeared Peter
Brewin, and proved to me through satisfactory evidence of identification, being my own personal knowledge of the
identity of the signatory or a valid driver's license, to be the person whose name is signed on the preceding or attached
document, who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his
knowledge and belief, and acknowledged,swore or affirmed to me that he signed it voluntarily for its stated purpose.
Notary Public
My Commission Expires:
5
WITNESS the execution hereof under seal this day of 2019.
John A.Brewin,Jr.
STATE OF
COUNTY OF
On this day of 2019, before me, the undersigned notary public, personally appeared John A.
Brewin,Jr:, and proved to me through satisfactory evidence of identification,being my own personal knowledge of the
identity of the signatory or a valid driver's license,to be the person whose name is signed on the preceding or attached .
document, who swore or affirmed to me that the contents of the document are truthful and accurate to the best of his
knowledge and belief, and acknowledged,swore or affirmed to me that he signed it voluntarily for its stated purpose.
Notary Public
My Commission Expires:
6
The Town of Barnstable Board of Health hereby approves and accepts this Grant of Title 5 Nitrogen Loading
Restriction and Easement on Nitrogen Credit Land.
Town of Barnstable Board of Health
By.
Title:
Date:: 2019
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss.
On this day of ,2019,before me,the undersigned notary public,personally appeared
and proved to me through satisfactory evidence of identification,being my own
personal knowledge of the identity of the signatory or a valid driver's license,to be the person whose name is signed on
the preceding or attached document,who swore or affirmed to me that the contents of the document are truthful and
accurate to the best of his/her knowledge and belief,and acknowledged,swore or affirmed to me that he/she signed it
voluntarily for its stated purpose as of the Town of Barnstable Board of Health.
Notary Public
My Commission Expires:
i
7
�p
McKean,:Thomas
From: evanleachesq@gmail.com
Sent: Tuesday, May 14, 2019 9:01 AM
To: McKean, Thomas
Cc: 'David V Lawler; dana.marcotte@comcast.net
Subject: RE: Nitrogen Loading Restriction and Easement Perry et al 135 Acre Hill Road
Hi Tom,
I have been assisting:Dave with the preparation of the easement documents. The bedroom limit for 135 Acre Hill Road
is noted under Obligations and Easements item 1. As excerpted below:
OBLIGATIONS AND EASEMENT:
1.Prohibitions Grarito agrees to restrict the number,of bedrooms,as defined pursuant to 310 CMR 15.002,in any improvements on the credit
land,(a/k/a Property)to_three(3) bedrooms'or other equivalent design flow not to exceed 377.6 gpd. Grantor further agrees to maintain the
Nitrogen Credit Land Restriction/Easement as nitrogen credit land by prohibiting activities which have a detrimental effect on nitrogen loading
on the Nitrogen Credit Land Restriction/Easement, including but not limited to wastewater discharges, the use of nitrogen fertilizer, the
introduction of artificial impervious surfaces,the raising,breeding or keeping of animals,livestock or poultry for commercial purposes,and the
creation or introduction of land under water. A change in the condition of the Nitrogen Credit Land Restriction/Easement which results in the
Property or a portion thereof being within a Velocity Zone or a Regulatory Floodway will render the Nitrogen Credit Land
Restriction/Easement or said portion thereof ineligible for nitrogen credit pursuant to 310 CMR 15.216.
Also, I will work with Dave to prepare the deed restriction that you requested for 127 Acre Hill Road.
Regards,
Evan C. Leach, Esq.
Attorney
LEACH LAW LLC
p: 508-375-7929
f: 508-778-4600
a: 540 Main Street, Suite 8, Hyannis,,MA 02601
w: ek�Nr cachl wll;c.com e cvzna!ICaehI',,I\ IIC_a>m
CONFIDENTIAL COMMUNICATION
This e-mail transmission(and/or the attachments accompanying it) may contain confidential information belonging to the sender
which is protected by the attorney-client privilege.The information is intended only for the use of the intended recipient. If you are
not the intended recipient,you are hereby notified that any disclosure,copying,distribution or the taking of any action in reliance
on the contents of this information is strictly prohibited.Any unauthorized interception of this transmission is illegal. If you have
received this transmission in error, please promptly notify the sender by reply e-mail,and then destroy all copies of the
transmission.
}
From: cKean, Thomas" <Thomas.McKeangtown.barnstable.ma.us>
Date: Friday, May 10, 2019 at 1:28 PM
To: David:Lawler <davidgdlawlerlaw.com>
1
1 Cc: "Houghton, David" <David.Houghton e,town.barnstable.ma.us>
Subject: RE: Nitrogen Loading Restriction and Easement Perry et al 135 Acre Hill Road
Hi David,
In reference to the paragraph that reads as follows, or if not there, somewhere else in the document where appropriate-
will you revise the document to include, clearly and specifically, a notation of the maximum number of bedrooms
allowed at this property at 135 Acre Hill Road.Also there should be a separate document noting and limiting the
maximum number of bedrooms allowed at 127 Acre Hill Road .
I recall we discussed this during the Board of Health hearing.
----------------------------------------------------------------------------------------------------------------------------------------------------------------
---------------
`WHEREAS, the Nitrogen Loading Facility Aggregation Plan has been approved by the'Town of Barnstable
Board of Health, 200 Main Street, Hyannis, Massachusetts 02601, and, if required, the Massachusetts
Department of Environmental Protection ("MassDEP" or "Department")] in accordance with the Department's
"Guidelines for Title 5 Aggregation of Plans and Nitrogen Loading;" said approval being based upon the
agreement by Grantor to incur certain obligations regarding the number of bedrooms, as defined in 310 CMR
15.002, andlor the wastewater discharge design flow in any improvements located on the Property and
maintenance of the Facility Land Restriction and Easement to ensure protection of the nitrogen loading limitation
of 330 gpd/acre discharge standard pursuant to the Town of Barnstable General Ordinances, Chapter 232
Wastewater Discharge in nitrogen-sensitive areas or in areas serving new construction where the residential use
of both on=site systems and drinking water supply wells are proposed; and to grant to the Grantee of the Benefited
Property and to the municipality acting by and through the Town of Barnstable Board of Health, Hyannis,
Massachusetts, a perpetual easement to ensure maintenance of the Nitrogen Credit Land Restriction/Easement
area as nitrogen credit land including, but not limited to, removal of any prohibited uses and in connection
herewith a perpetual easement to pass and repass over the Property for purposes of inspection to ensure
compliance with and fulfillment of the terms of this Nitrogen Credit Land Restriction/Easement as hereafter set
forth;... '
From: David Lawler [mailto:david(�bdlawlerlaw.com]
Sent: Thursday, May 09, 2019 4:27 PM
To: McKean, Thomas
Cc: Houghton, David; Matthew Eddy; Dana Marcotte; dana.marcotte@comcast.net; Evan Leach
Subject: Re: Nitrogen Loading Restriction and Easement Perry et al 135 Acre Hill Road
Tom,
My apologies, I dragged the wrong document onto the email.As such please see the correct document.Again I.believe David
Houghton has approved it with respect to legal content and I just need you to review on behalf of the Board of Health.
Thank you for your prompt attention to this matter.
Again sorry:for the confusion,
David
David V. Lawler
The Law Offte of David V. Lawler,P.C.
2
540 Main Street.Suite 8
[1yannis,MA:02601
(508)778-0303
NOTICE: This e-mail transmission is intended only for the use of the person to whom it is addressed and may contain information that is attorney-
client privileged,confidential and/or exempt from disclosure under applicable law and/or which constitutes work product. If you are not the person
to whom it is addressed,you are hereby notified that any reading,examination,dissemination,disclosure,forwarding,copying or distribution of,or
f the taking of any action in reliance on,this e-mail transmission,its contents and any attachments thereto,except to deliver such items to the
addressee,is strictly prohibited and that such prohibition will be vigorously enforced. If you have received this e-mail in error,please notify us
immediately by reply e-mail or by telephone.
From: David Lawler<david@dlawlerlaw.com>
Date:Thursday, May 9, 2019 at 4:05 PM
To: "McKean,Thomas" <Thomas.McKean @town.barnstable.ma.us>
Cc: "Houghton, David" <David.Houghton @town.barnstable.ma.us>, Matthew Eddy<meddy@baxter-nye.com>, Dana
Marcotte <DMarcotte@dellbrookjks.com>, "dana.marcotte@com Cast.net" <dana.marcotte@comcast.net>, Evan Leach
<evanleachesq@gmail.com>
Subject: FW: Nitrogen Loading Restriction and Easement Perry et al 135 Acre Hill Road
Tom,
Please see attached nitrogen loading restriction easement which David Houghton has approved concerning the legal portion of the document.Matt
Eddie has assisted with the engineering components,I asked that you please review and either approve or make recommended changes. I understand
that you are very busy but my client has very tight deadlines to utilize the property.
Your prompt attention would be much appreciated.
Any questions give me a call or email,
Thanks,
David
David V. Lawler
The Law Office of David V.Lawler,P.C.
540 Main Street,Suite 8
Hyannis,MA 02601
(508)778-0303
NOTICE: This e-mail transmission is intended only for the use of the person to whom it is addressed and may contain information that is attorney-
client privileged,confidential and/or exempt from disclosure under applicable law and/or which co
CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open
attachments or reply, unless you recognize the sender's email address and know the content is safe!
CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open
attachments or reply, unless you recognize the sender's email address and know the content is safe!
3
McKean,Thomas
From: evanleachesq@gmail.com
Sent: Tuesday, May 14, 2019 10:38 AM
To: 'David V Lawler'
Cc: McKean, Thomas; dana.marcotte@comcast.net; meddy@baxter-nye.com
Subject: Nitrogen Aggregation Easement - 127 & 135 Acre Hill Road, Barnstable
Attachments: Deed Restriction - 127 Acre Hill Road.docx; Nitrogen Aggregation - MDEP Easement
Document - Acre Hill Road.docx
Hi Dave,
Please find revised final drafts of the proposed Easement and Deed Restriction in relation to 127 & 135 Acre Hill Road in
Barnstable.' Let me know if there are any further revisions.needed.
Thank you,
Evan C. Leach, Esq.
Attorney
LEACH LAW LLC
p: 508-375-7929
a f: 508-778-4600
a: 540 Main Street, Suite 8, Hyannis, MA 02601
w: Www.lea.chl<Mllc.aom e: evan i%Ieachla%vllc.coi7i
i CONFIDENTIAL COMMUNICATION
This e-mail transmission (and/or the attachments accompanying it)may contain confidential information belonging to the sender
which is protected by the attorney-client privilege.The information is intended only for the use of the intended recipient. If you are
not the intended recipient,you are hereby notified that any disclosure,copying,distribution or the taking of any action in reliance
on the contents of this information is strictly prohibited.Any unauthorized interception of this transmission is illegal. If you have
received this transmission in error, please promptly notify the sender by reply e-mail,and then destroy all copies of the
transmission.
CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open
attachments or reply, unless you recognize the sender's email address and know the content is safe!
1
TOWN OF BARNSTABLE
_ Ll'GATION ��,'2, ���''eJ ,�, �p� SEWAGE# ®d 7
VILLAGE ,fl.aE ASSESSOR'S MAP&PARCEL Q97•—t��_
INSTALLERS NAME&PHONE NO. _l l 141-/4-17'7 )D 2 S^ /
SEPTIC TANK CAPACITY /0 oCs
LEACHING FACILITY: (type//ji ,U,ty��SC� (size)NO.OF OF BEDROOMS
OWNERS MARC 02!7,E
PERMIT DATE: 7� Q� COMPLIANCE DATE: /
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
FURNISHED BY
i
A3 53"
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
IA 'k
m / �C(�'J LI
DATA
No. ®o ? Fee 00
1
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for �Dtgpogal 6pgtem Con0tructiou Permit
Application for a Permit to Construct( ) Repair(grade( ) Abandon( ) ❑Complete System ❑Individual Components
/ Ae`, yiL ,�,�O
Location Address or Lot No. Owner's Name,Address;and Tel.No.
Assessor's Map/Parcel _ o77 /P n nl 9 A RL
Installer's Name,Address,and Tel.No. �� �fIU6 F Designer's Name,Address and Tel.No.r4'W E/V AI /V(F_P, e
Type of Building:
Dwelling No.of Bedrooms Lot Size / sq.ft. Garbage Grinder ( )
Other Type of Building / No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
lgned Date
Application Approved b Date c9� o'
Application Disapproved by: Date
for the following reasons
Permit No. c J Date Issued G�i`
No. aco
,•s .. Fee
i a " t , '� x Entered in com puter:
��H��COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es
f V,
ZippYication for Miooal *p!tem Con0tructton Permit
Application for a Permit to Construct Repair U r'adef' Abandon pp O p (�pg �c.O O Complete System ❑Individual Components
Location Address or Lot No./;2 7 1-114L kbApU
Owner's Name,Address;and Tel.No.
f �rV S7VA
Assessor's i�a roc
Assessor's Map/Parcel' _ 0 1pl" h,T n 110 N grAR
L/
Installer's Name,Address,and Tel.No. CV 1"-1 AM T)l -Designer's Name,Address and Tel.No.
�26 ,moo-rL77AC. s /* o
Type of Building:
Dwelling No.of Bedrooms Lot Size �/, s^sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required)_ gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Z:):D Type of S.A.S.
Description of Soil
Nature of Reap'}ir s or Alterations(Answer when applicable) r
Date last inspected:
Agreement:
The undersigned agreer sot eris a-the coiistfuction anl�rna ntena ice of the afot`e-described on-site sewage disposal system in
accordance with the provisions of Title 4f the Environmental Code and not to place•the system in.operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed v Date Q
Application Approved b Date
Application Disapproved by: Date
for the following reasons
Permit No. ca-7 :3 A9— Date Issued
————————————— ----------
- ------- ------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (Upgraded ( )
Abandoned( )by /�//.CL/�� ,��iGT ill .�1�/(�Ti�t G 4
at�TT� ,z has been constructed in//accordance
with the/provisions of Title 5 and the for Disposal System Construction Permit No. !<�--dated // �i
Installer AV/Z- IA*29 Designer ?�4 kPEAJ
#bedrooms 4/ —73 Approved design flo gpd
The issuance of this permit shall not be construed as a guarantee that the sys in will f i n as de ign
Date G Inspect
----------------------------------------------
No. C000? —3/ Fee /,
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
Mutopool �&p.5tem Construction Permit
Permission is hereby granted to Construct ( ) Repair (v) Upgrade ( ) Abandon ( )
System located at T/�(; j /�/,(1_ ,� L) 2:�2tkl
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Constru tion must be completed within three years of the da e of this p t.
Date � � Approve
i
Town of Barnstable
.° .� Regulatory Services
BAWMAULL Thomas F.Geiler,Director
9. Public Health Division
Thomas McKean, Director
- 200 Main Street,Hyannis,NIA 02601
1
Office: 508-862-4644 Fax: 503-790-6304
Installer& Designer Certification Form
Date: -7 12, Sewage Permit# Assessor's Map\Parcel 97 0?1
Designer: i r>'r(, I I' t-tA ! Installer:
Address: OT, jk C V Address:
1
On (date) (installer) was issued a permit to install a
septic system at lga(e M// /a*4-0 based on a design drawn by
(address)
dated `
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box. and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or anv vertical relocation of any component
of the septic system) but in accordance with State& Local Regulations. Plan revision or
certified as-built by designer to follow.
f Moss'
Insta ler's Signature) . 1
�G/ EEO
I Q#ITA11L
esigner's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BA STABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF
COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORNI AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
Q:Health/Septic/Designer Certification Form 3-264'doc
r
Town of Barnstable. P#
oF�
Department of Regulatory Services
• Public ]Health Division Date
KAM
r ! `
200 Main Street,Hyannis MA 02601
F D
Date Scheduled
Time Fee Pd.
i
so-it Suitability Assessment for Sewage Disposal�
Performed Byy
C�1 i Witnessed By l 1LAl_� 11�t�-'
i .
LOCATION& GENERAL INFORMTI0N
L=ation Address 7 Rv t ' Owner's Name A I ,fig_, .
Address 12-7 A6f e l�!ILL— RO
p l�--� j -r En neces Name ei✓1.
Assessor's Ma rcel: �rl / I +
NEW CONSIRU(.PON REPAIR I V Telephone#5 9 36
Land Use e l 'I ��''1 Slopes(%') ' - I / Surface Stones
Distances from: Open Water Body ? ft Possible Wee Area ' ft Drinking Water Well ft
Drainage Way , ft Property Line � ft Other ft
i
SKETCH:(Street name,dimensiods of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes)
Scree 3C--1,J0q-6& P,A->j
DP'� 0c .I
• i
i
i 1
• }
I
y- it I
Pent meal(geijloI ic) C Ot�. ��' S L� Depth to Bedrock
�c4 .
I, tJ�
Depth to GroundwaWr Standing Water in Hole:' N i Weeping from Pet Face a
,.I r �
Estimated Seasonali1jigh Groundwater JA i
D 'rER1VIINATION FOR SEASONAL JUGH HATE,R TA19LE
Method Used: tl
Depth dbsem d standing;; obs.hole: ia. Depth to Soll mottles: ft.
Depth toil ping from side of obs.hole i in, oroun.&4ter Adjustment
Index Well# _ Reading Date: Index Well level A Adj.{ActOr Adj.Groundwater I.evel.,,,,e ®t
PERCOLATION.TEST D$tp Time 1�
Observation
Time( " �S
e at 9
Hole#
Time -Ttm �—,
Depth of Pere
®'7 a
10
Time(91'41) 2 -- ------
Start Pre-soak Time.0
C
l0
End Pre-soak y
Rate MinJInch !
yf Site Suitability Assessment: Site Passed Site Fur Additional Testing Needed(Y/N)
led; -
Original:.Public He'ilth Division Observation Hole Data To Be Completed on Back--------
***If percolagon test is to be conducted within.100' of wetland,you must first notify the
Barnstable Cd.#servation Division at least one(1)wedk prior to beginning.
r
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soif'Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consis e c %Gravel)
�'-71+
7 - 26 P,) Lauilland log
� -
` � v
I
268- ?� E=w►e smb 2,5
DEEP OBSERVATION HOLE LOG Hole# Y
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
nsistenc.%Gravel)
.2't- 3V 1� LOAAQ S&JO v ,Q
32 12D. C �'i.� , � 2• 7f3
DEEP OBSERVATION HOLE LOG Hole# V 4
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsiste c %Gravel
DEEP OBSERVATION HOLE 1,04 Hole# N �—
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (U ) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency. ra I
Flood Insurance Rate May:
Above 500 year flood boundary No— Yes
Within 500 year boundary No Yes
Within 100 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring per v'ous material exist.in all areas observed throughout the
o area proposed for the soil absorption system?
t If not,what is the depth of naturally occurring per ous material?
v ` Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Enviro'mental Protection and that the above analysis was performed by me consistent with
the required tra 'n expertise and experience described in 3:10 CMR 15.017. `lm
�0 Signature � Date
Q:\SEPfIC\PERCFORM.DOC
�Ti • t�'� �•sZ 1.4�''t' -e.l DATE:
O l
A)
fiJ�- /�� $95.00 FEE*:
+ BARMABM '
9 AS& A REC.BY: = 7
Town of Barnstable
Board of Health SCHED.DATI
200 Main Street, Hyannis MA 02601
Office: 508-862-4644
Paul J.Canniff,D.M.D.
FAX: 508-790-6304 Donald A.Guadagnoli,M.D.
Junichi Sawayanagi
TJ REQUEST FORM
LOCATION
Property Address: 127 ACRE HILL ROAD
Assessor's Map and Parcel Number: 297 Size of Lot: 079
Wetlands Within 300 Ft. Yes Business Name:
. No X Subdivision Name:
APPLICANT'S NAME: DANA&ANN MARIE MALCOTTE Phone 617-828-1159
Did the owner of the property authorize you to represent him or her? Yes X No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: DANA&ANN MARIE MALCOTTE Name: MATTHEW EDDY
Address: 127 ACRE HILL ROAD Address: 78 NORTH STREET
Phone: 617-828-1159 Phone: 508-771-7502
EMAIL: meddy(@_baxter-nye.com
VARIANCE FROM REGULATION(Incl.Reg.Code a) REASON FOR VARIANCE(May attach separate sheet if more space needed)
N/A- Request for Nitrogen Aggregate
NATURE OF WORK:'House Addition x House Renovation LJ Repair of Failed Septic System
Checklist (to be completed by office staff-person receiving variance request application)
Please submit first four on list as 5 collated packets.
X 1
_ A. Five(5)copies of the completed variance request form
X B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or
secondary treatment unit(S.T.U.).
X C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email:
health@town.bamstable.ma.us
X D. Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic
version.
X A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S.
X. Signed letter stating that the property or business owner authorized you to represent him/her for this request
N/A Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or
local sewage regulation variances only).
N/A Full menu-Five(5)copies of full menu submitted(for grease trap variance requests only).
Fee Submitted*$95.00 for the following variances: 1) New construction, 2) Septic repairs with increase in flows, and 3)New
owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an
increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance").
N/A Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Paul J.Canniff,Chairman
NOT APPROVED Donald A.Guadagnoli,M.D.
C:\Users\decol1ik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\QDLJENHC\VARIREQ Rev APR 4-
2018.docx
BAXTER NYE ENGINEERING & SURVEYING
Registered Professional Engineers and Land Surveyors
78 North Street,31 Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax:(508)771-7622
April 2,2019
Town of Barnstable Board of Health
Dr.Canniff,Chairman
Mr.Thomas McKean, Director
Barnstable Health Department,
200 Main St.
Hyannis, MA 02601
RE: 127 Acre Hill Road,Barnstable,MA
Board of Health Filing
Dear Chairman, members of the Board and Mr. McKean:
On behalf of our client,we are submitting the attached materials which address the request fora Nitrogen Aggregation
Plan for Lots#127 and#M. Five copies of the engineering plans,floor plans,and the septic system checklist are
attached here for your consideration. Please schedule this request to be heard at your next available hearing.
We are proposing Nitrogen Aggregation with#127 being the Facility Land and#135 providing the Credit Land.
These lots lie within a DEP Zone II as well the Town's Wellhead Protection Overlay District. The most restrictive for the
flow limitations comes from the Wellhead Protection Overlay District requirements being 330 GPD/43,560 sf.
As such,septic design flows allowed on the two lots is as follows:
• 127 Acre Hill Road—54,506 sf x 330 GPD/43,560 sf=412.9 GPD
• 135 Acre Hill Road—53,425 sf x 330 GPD/43,560 sf=404.7 GPD
• Total Flow Allowed between these two lots is 817.6 GPD,
The septic design flows proposed areas follows:
• 127 Acre Hill Road—4 bedrooms x 110 GPD=440 GPD(proposed flow which is an increase of one bedroom
over existing)
• 135 Acre Hill Road-3 bedrooms x 110 GPD=330 GPD(existing flow)
• Total proposed flow on the two lots is 770 GPD, less than 817.6 GPD allowed.
Applying nitrogen aggregation across the two lots:'
• 127 Acre Hill Road requires additional credit land of:
J
0 440 GPD(proposed)—412.9 GPD(on facility land)=27.1 GPD in credit land required.
0 27.1 GPD x 43,560 sf/330 GPD=3,578 sf.
Land Surveys • Site Design • Subdivisions • Septic Design • Wetland Filings • Planning
d
April 2,2019
Town of Barnstable Board of Health <•
RE: 127 Acre Hill Road,Barnstable,MA
• Therefore,a credit land restriction of 3,578 sf is applied to the property at 135 Acre Hill Road to the benefit of
127 Acre Hill Road(the Facility Land). This credit land restriction area is shown on the enclosed engineering
plans.
• For the credit land property at 135 Acre Full Road,the area remaining for septic flow is:
o 53.525 sf—3,578 sf=49,847 sf.
o 49,847 sf x 330 GPD/43,560 sf=377.6 GPD allowed.
o Flow of 330 GPD existing on 135 Acre Hill Road is less than the allowed 377:6 GPD.
Thank you for your time and consideration for the request.
Very truly yours,
Baxter Nye Engineering&Surveying
Matthew Eddy, P.E.
Managing Partner
Cc:
0:\2019\2019-003\ADM I N\PERM ITS-Applications and Approvals\BOH\2019-003 BOH Nitrogen Aggregation request.docx
t
Page 2
BAXTER NYE ENGINEERING & SURVEYING ,
78 North Street; 31 Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622'
` TOWN OF BARNSTABLE °
LOCA11011 /z 7 Ance- &1 ,6 SELVAGE # 7l-Y 6-
"1
VILLAGE` �� a ASSESSOR'S MAP 6� LOT '
INSTALLER'S NAME si PIIONE NO.
r SEPTIC TANK CAPACITY 2-000!jc 1
o
LEACHING FACILITY:(type) LE'ridl4l J _(size. ) Q�)
NO. OF BEDROOMS_ '�__PRIVATE WELL OR . UBLIC WATE
i
BUILDER OR OWNER
DATE PERMIT ISSUED:
DATE COLIPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
4A
Illy
v
- ► "=NEW
ASSESSOR'S MAP Nio.-2 PARCEL 0
L,,5, CAT10 SEWAG E PERMIT NO.
Lci 4 .;k 7a"-4-7�Acrx' Wil R4.
V, LLAGE
I N S T A LLER'S NAME A ' ADDWRISMAPNO•
PARCEL NO• U l9
e U I L D E R OR OWNER
,�Dan& �. Marcortie,
DA T E PERMIT ISSUE D
DAT E COMPLIANCE ISSUED -7 - .7
� - 1
.,J
Ex ISii).13
Poosc
PCP `
� •BoJ� �
Q
C not
)
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® 0- F 1, EALTH
.. . ..........................OF................................_....:
. pphratinn for Uhipaii al Works Tonstrurtiun rrrutit
Application is hereby made for a Permit to Construct (� or Repair ( ) an Individual Sewage Disposal
System at:
-•• - - •--
/ _ /� 9�Loca ion•-rAdddress J p or Lot No. p��
!6/�Ul .�!� a..../.!.l+�iT."S.i�.il 5� 1 .��1 '1� a k...S-=`�-n • --- t—�/l --
....------ - __:.:t ail.fit l�_ 1�1�._
Owner j j Address
! J I
wif
_ •----------------•.... •• r
Installer Address
PQ
UType of Building Size Lot.S.Y-; .�1 P......Sq. feet
Dwelling—No. of Bedrooms__........)�t .....................Expansion Attic ( ) Garbage Grinder
Other—T e of Building No. of persons............................ Showers — Cafeteria
Q' Other fixtures . ............................ . .
W Design Flow...............t$10.G,A(.............gallons per person per day. Total daily flow..........33k?................gallons.
WSeptic Tank—Liquid capacity-AM..gallons Length................ Width................ Diameter--------------.. Depth................
x Disposal Trench—No. .................... Width.................... Total Length.............•...... Total leaching area_._........._.....--sq. ft.
Seepage Pit No......../.......... Diameter.................... Depth below inlet....... .........
_. Total leaching area.._� ...sq. ft.
Z Other Distribution box Dosing tank
'~ Percolation Test Results Performed by._..e Srk` ti'__b'.N} .__ nL........................... Date.......!.��_..L•- __._19�T.
Test Pit No. 1------- ......minutes per inch Depth of Test Pit....../3........ Depth to ground water------------------------
4q Test Pit No. 2....... ------minutes per inch Depth of Test Pit.....13....___._ Depth to ground water-_4/0A... tv bit )j
aj._.__.__!____________________�_.._...._........._._._.___._......_. ..........__..__._...
O Description of Soil....... P. .T`a�? x�....__4. YIS. ..fl U =� P7Yt ..�!
x
W
UNature of Repairs or Alterations—Answer when applicable................................................................................................
--------------------------------•----------------------------------------------------•••--•-•••-••--•••-•----•----------------•-•-------•---•-•-----••-•---------•------------•-•--•••---•••....•..-----
Agreement:
The undersigned agrees to install the afor edescribed Individual Sewage Disposal System in accordance with
the provisions of 1_T
p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has beenid by the b of healltSigned r�... % i • ! �� �58 _._.
Application Approved B _...
Date
Application Disapproved for the following reasons:......................................................................................... ....................
--------------------•--------•-------•----------------------•--------•---------------•-•---•--------------•••••••-••-•-••-•-•-•-••-•------••----•••--•---------......-----------------------•-•••-•-•-•-
Date
PermitNo....jY7 6 -•---••............... Issued]........................................................
Date
No.- 2...yk-3- Fins....2.5...............
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
..................... ...................OF......................................... ........................................
Appliration for Disposal Works Tonstrurtion Prrutit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
........................ .............. .. .--.._....---•--.............--•-•------_.... .................... 7 �j ....................
4 Location-Address or Lot No.
......................--.......................................................................... .........-----......•---------•----•--............---•--•......:_..........•....................._
Owner Address
W
Instaaer Address
Type of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type T e of Building .............. No. of ersons.........._......•...._.__.. Showers — Cafeteria
a yP g --------•----• P ( ) ( )
Q' Other fixtures ....-•••---•-•--•-•------------• .
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
1:4 Septic Tank—Liquid*capacity............gallons Length................ Width................ Diameter________-___--_ Depth................
Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--_----------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by-------------•---•---•-•-•--------•....••-------------•---•---•--•-•••... Date-----..................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water.........................
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a •---•-•-•----•--------------•••-••------------------••----•.........•-•--•--•--••------•------------.........................................................
0 Description of Soil........................................................................................................................................................................
W
V ---•---••••••-----•••---•-••••••••---•---•••••-•---••--••---•••--•-•--•------••••--------------••••••........--••--•-----•--------•---•-----••-•...----••--•-••-----••-••••---••-------------••---------
W
UNature of Repairs or Alterations—Answer when applicable.............................•..........____....____....._.______..____.__._.__..._...._.....__.
--------------------------------------------------------------------------------------------•-----------------------------------------------------------------------------------------•----•-------•--•
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of'I ATLE ; of the State Sanitary Code—The undersigned 'further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
Signed....................................................................
-------•----....
Application Approved By....... ......... ..... 4 /0 .... � 7
Date
Application Disapproved for the following reasons:-----•--------••--------------••----•-------------------------•-------------•---------------------------....._._
---------------------•-----------.....•....--•---•---------------•---•-•-------------------•-•-•-........._.........--.•..•..----•-••------------.....-----------------------------------------------•---
ec Date
PermitNo...Q. .....V6�__3......................_ Issued........................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
%2 .....OF.........
/`1
Trrtif iratr of Tompliunrr
THI IS TO CERTIFY, Th t the Individual Sewage Disposal System constructed � or Repaired ( }
Installer
has been installed in accordance with the provisions of TiTIE j of The State Sanitary Code as described in the
application for Disposal Works Construction Permit ....... dated---________________________________•---.---•--.
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE................................................................................ Inspector....................................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD�n OF HEALTH
� .,. FEE._.....5..............
io oo �Works Tonotrtt.rtion rrutit
Permission is hereby granted----- u+ ........ ........................................ ....................................
to Construct 0C) or Repair ( ) an Individ/u/al /Sewage Disposal System
..-at No..............�-Gz_1 �_.� . -�-..1.7 a L�............................................
Jtreet
as shown on the application for Disposal Works Construction Permit N __:�_ �J__ Dated..........................................
............. ��
i, "IF '. Board o[ Hea lth
�A --------------.------•--•t.......
FORM 1255 HOBBS & WARREN. INC., PUBLISHERS
APPLICATION rcr. FE;RCOLATION`TE
NO
LOCATION L 1 )ra 14 - -
VILL�GE DATE
APPLICANT k� FEE
ADDRESS
TELEPHONE NO.9 � 16 a Non-refundable)
ENGINEER �. TELEPHONE NO.
DATE- SCREDULED I'm,-, C 44 !!,'��
(Applicant's signature
S_= L_
SUB-
DIVISION NAME DATE Z' ` TIME
SXPANSION AREA: YES�NO _ ENGINEER )�
TON WATER&.PRIVATE WELI _ < ,��• BOARD OF HEALTH
EXCAVATOR
SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and
percolation testis, locate wetlands in proximity- to test holes)
NOTES:
r.
.9 N
w�
PERCOLATION RATE:� 4"C'kA l
TEST HOLE NO: A, _ ELEVATION: TEST HOLE NO: ELEVATION:3.
i
L
3 3
4
4
5 � ' .G 6
• � 8
9
10
10• 11
11
:.Q--- 12 12
;} 13 �. 13
�S
14
is
-_.�
14 ..
P DI
Q�_, pv ZITS,01
16 16
SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD) LEACHING PITS
LEACHING TRENCHES_
UNSUITABLE- FOR SUB-SURFACE SEWAGE. REASONS: �-.-
°NOTE: , ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST,APPLICATION
' ORIGINALS COMPLE1E2_1H-KK 1R;;V By r, AN12 RETURNED TO BOARD OF HEALTH
COPY: RETAINED BY APPLICANT
IAN HI
�f.•;;~j 'o,1' '?�.� LEGEND Lq o WAY q
PROPOSED CONTOUR S
�. `��' ® PROPOSED SPOT GRADE.
EXISTING CONTOUR
. 1140 ly OP
+ 96.52 EXISTING SPOT GRADE _ = ELI
I.
G�STCR W
`1ij .SgPJ/TA/�� y I Q W— EXISTING WATER SERVICE �.
1 L l % TEST PIT y a
t osyi� millmillaw
.' 237.62 ft
------------------------------ ------ ------
G 1000TRAI
I LOCUS MAP N.T.S.
5 NC Existing Leach Pit
(See Note 10) GENERAL NOTES:
SNE� I 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
{ j 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
\ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
% ��<v LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
GO�QP�O v \\\ !�1os TO INSPECTI NEER D APPROVAL BY THE BOARD OF HEALTH AND THE
LOT 32 G GAO _ �I rn 4. ANY CONDITIONS
ENCOUNTERED FROM THOSE SHOWN H REON DURING S HALL IO
BE CONSTRUCTION
TO THE DESIGN DES GN
/ AREA = 54,478 sf Op /� \ t o ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
�O� \� �� �� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
�( 0,p�� \ j HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
BENCH MARK 7, WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
PAINT SPOT IN DRIVEWAY
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
BARNSTABLE GIS DATUM 106 ELEVATION = 10ATUM TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. _
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
�41 — j THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
\ CONSTRUCTION.
1 d\ 10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND REMOVED
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
02— TM �`\\ \ \ & •9 z o� ti� \\\ j \\ 13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
_� \ I \ 14. REMOVE ALL UNSUITABLE SOILS 5 FT. AROUND LEACHING TO
EL. 89.59 OR TOP OF C3 LAYER AND REPLACE WITH CLEAN MEDIUM
SAND.
�� wo�� I \ \ \\�� I 15. ALL PIPING TO BE 4" SCH 40 ® 1/8-/FT (UNLESS SPECIFIED OTHERWISE
N. �� 9Oryrc, ' �� . \ \\ \ J 16. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
350.00 ft 17. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING-----------------
------------------------
�-----------------------------------'- '------------------------------------------------------'----_-------------------'Oo 640.10 ft ----- 10 2
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
127 ACRE HILL ROAD, BARNSTABLE, MA
Prepared for: Dana Marcotte
SURVEY REFERENCE: MAP" 297 Engineering by: Surveying by: SCALE DRAWN JOB. NO.
CERTIFIED PLOT PLAN BY: DAVID SANICKI, PLS
LOT.•079 DARRENM.MEYER,R.S. Boo—Tech EnvironmenW 1"-30' DMM,
DEED BOOK. 5448 POBraA-� " ^17-- (508) 364-0894
DATED: AUGUST 13, 1987 EASTSANDMCH,MA02537
DEED PA GE.• 211 DATE CHECKED SHEET NO.
i 5osse2zs22 _ 1�i>!_07 DMM
. / 1 of 2
f
f
r
E
ELEV. TOP
FOUNDATION
(Existing) FINISH GRADE= 105.0
= 109.73� F.GEL: 109.0 F.G.EL• 109.0 F.G. EL: 105.5
:4 f MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
A' v
COVERS TO WITHIN 6 OF GRADE s" INSPECTION PORT
` L = 40 W/IN 6" OF FINISH GRADE
�.
" 6" • 4" SCH 40 PVC L = 5'
1o"t ® S= 1% (MIN.) B ° ° ° ° ° ° ° ° ° ° ° °
(MIN.) 14' ® S= 1%
A: TEE'S ARE TO BE
4" SCH 40 PVC I N '
V.103.5 ° ° ° ° ° ° ° ° ° ° °
INV. INV.103.3 °
J
EXISTING OUTLET GAS PROPOSED DB-3
° ° ° O ° ° 0 ° ° °
BAFFLE
••. .. . • . . H-10 DISTRIBUTION BOX
AS& Aft
25' I
INV. 106.81 EXISTING 1000 GALLON SEPTIC TANK i
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION RUER FAW stirs 9" MIN.
2) D-BOX SHALL BE SET LEVEL AND TRUE TO PER TITLE 5
GRADE ON A MECHANICALL COMPACTED SIX
�� OF q`• 9G INC CRUSHED S ONE BASE, AS� SPECIFIED IN BREAKOUT EL. = 102.5
310 C
INV. ELEV.=102.0
AR ,r 3) REPLACE EXISTING 1,000 GALLON SEPTIC
"IyER r-' TANK WITH 1500 GALLON SEPTIC TANK J�4�' '-'� 24" "
o - ooua�w�sNm slave JO 5
No. 1140 " IF 4 INSTALL FAILED, UNDERSIZED.
Z INLET OUTLET TEES AS REQUIRED
) I BOTTOM EL.= 100.0 /NI/ERT
SEPTIC SYSTEM PROFILE
S1E I- 48» 50» 8„
SANITAR�P L`�i '� SEPARATION 5.00 FT. 146"INFILTRATOR 3050 SPECIFICATIONS
BOTTOM OF TH-1 EL: 95.0 SOIL ABSORPTION SYSTEM (SECTION)
SOIL LOGS DESIGN CRITERIA
NUMBER OF BEDROOMS: 3 BEDROOOM
DATE: JULY 5, 2007 SOIL TEXTURAL CLASS: ' CLASS 1 (0.74 GPD/SF)
SOIL EVALUATOR: DARREN MEYER, R.S., CSE DESIGN PERCOLATION RATE: <2 MIN/IN
° WITNESS: DONNA MIORANDI DAILY FLOW: 110 G.P.D.
DESIGN FLOW: 330 G.P.D.
kEALTH AGENT GARBAGE GRINDER: NO (not designed for garbage grinder)
INLET END Elev. TH-1 Depth Elev. TH-2 Depth SEPTIC TANK: 330 gpd x 2 = 660 gpd USE EXIST. 1,000 GALLON SEPTIC TANK
.5 (OPEN) A 0" 104.10 A 0" (330) = 445.94 S.F.
105.0
StNYDRY LOAM S'ONYDRY4OAM LEACHING AREA REQUIRED: 74
4.5`DIA ACCESS PORT FOR INSPECTION. 104.42 B 4/3 7" 103.10 B 12" USE THREE (3) INFILTRATOR 3050 UNITS WITH 4 FT. STONE
LOAMY SAND LOAMY SAND ON THE SIDES & 1.3 FT. STONE ON ENDS: 25' L x 12.16' W x 2'D
10YR 5/8 10YR 5/8 BOTTOM AREA: 25 x 12.16 = 304 SF
102.84 C1 26" 101.43 Cl 32" SIDE AREA: (25 + 12.16) X 2 X 2 = 148.64 SF
TOTAL SQUARE FEET PROVIDED = 452.6 vs. 445.94 REQ'D
0 0 0 0 0 0 0 0 0 0 0 DESIGN FLOW PROVIDED: 0.74(452.6 S.F.) = 334.95 G.P.D. vs. 330 G.P.D. req'd
j
. . " . . . . 0 PERC®99.94 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
MED. SAND MED. SAND 127 ACRE HILL ROAD, BARNSTABLE, MA
INFILTRATOR. 3050 2.5Y 7/3 + 2.5Y 7/3
OMVEaner SOILS/DEPTH Prepared for: Dana Marcotte
NOMINAL CHAMBER SPECIFICATIONS AT TIME of INSTALL
PER ASST. HEALTH ACENT Engineering by: Surveying by: SCALE DRAWN JOB. NO..
„ 95.0 120 DARRENM.MEYER,R.S. Eco-Tech EmvhvnmenW N.T.S. DMM
SIZE (W x H x L) 51 x 30 x 85.4 Polo.°.91. (508) 364-0894
WEIGHT 80.0 LBS. - PERC RATE <2 MIN/IN. ("C" HORIZON) ,PERC RATE <2 MIN/IN. ("C" HORIZON) EAST SANDWICH,MA02537 DATE CHECKED SHEET NO.
NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED 508-W2-2922 07/14/07 DMM 2 Of 2
-
EXISTING EGA { RVICE AND 3A1
METER TO BE RELOCATED. ' YE
MAP 297 PARCEL 078 �,"'
COORDINATE WITH UTLITY csa , BAXTER N
107 1A1a5 �` t ' 1 g
N/F RONALD C. & GAIL M. TIVEY -. - "'- COMPANY 1� , ,., tt w
! s! .sµ"„�$�. ..� z p• 3 k :.}sayg , # d
LOT 33 py p q r I ,;" �u +
BOOK 22599 j PAGE 15 10 .8 I t 50
,' ------S-X t- k C MAP 297 PARCEL ?7 Fire
4, 01� SF _ -- 237.65 ,�---�-106
t rn t F HELON F SCOTT
C 10 ,7 - ��_ , �� �. _.� , BAXTER NYE
MAP 297 PARCEL 016
°10 I 01
�107��J ter LOT 2�3 Lond 1 3 �435 4+W9 � s ��.
N F THOMAS F. AND KAREN VE�TORINO, TR , � � « w, � � �
1 01 HOOK 24992/PAGE 217 > r 4 ?
EOP t c 43,€312 SF 470
VETORINO REALTY TRUST ------ - e a 0 �'
LOT 82_B _ _----- ---- -- CONCRETE ROPO EDD� ILDING , µ mat + 10 ENGINEERING &
------ 1 SIDE BUILOINC� SETBACK AC STEPS i07. TO 31'
BOOK 2 910/PAGE 346 - CONDENSER 07.6 ADD11ION �� �107.2 1398
� �
AND FF� ELEV.=109.8 N1a '" 1, SURVEYING
207,015 SF T LANL33NG / �� �� °° pC ^� I? g ;t, 62
SITE
CCNORE _ --
0 .1 SST STEPS 107.2 � 1 Js i ' s AsT"���� 17A � LOCUS
AND 10 , _..... :f .. Registered Professional Engineers
q L NDII I c 106i 7 m,.... ' 1450 rr.
i r � T � 1�s1 and Land Surveyors
` EXISTING SHED TO � Qd o ,�'�j�, .w i 1 y e 1 OigI v. OUT t BE RELOCATED �- E c rl� ��, ay
=106.2 �� 3 1C3 .6 108.B
1oa 101 .4 78 North Street - 3rd Floor
CD , , PROPOSER ED1 E -•BENCHMARK
45 LF SCH 40 NOF NEW DRIVEWAY MAG NAIL IN DRIVEWAY g� 12
ELEV. 106.95 } 184
134
Hyannis Massachusetts 02601
PVC ® S-2.0% 140
` INv. IN 107 ,- __ _.- 1 i��xi" Phone - 508 771-7502
105.3f I. ilv-..:;
TIE IN EXISTING > LP 9 ' �' EXISTING SEPTIC MAP 297 PARCEL, 075 #¢ FOX - (508) 771-7622
5 07.E TANK TO BE I1fF IIEhIIN S AND IAI}f A �;€IE:AIN }
lid ®A SEWER PIPE. www.boxter-nye.com
, rpy va Y
INVERT = 105.3f. , ,�' f� t00 PUMPED DRY, LOT 296
CONTRACTOR TO ., c REMOVED-AND, BOOK 11395/GAGE 198 1660
r INV. OUT �-��'y „�-PROPERLY DISPOSED 43, 71� SF =. �.. t( .
VERIFY IN FIELD .� � �� .- �
�0
�- PRIOR TO �`�' `�' ' =105.05t f ,A.- OF OFF SITE
106 S CONSTRUCTION 4 0 �1 a, S '
m I cn 163Ct 50' 11
f __ 20
lu
I � 1000 � w '"VENT yh15 75 �It1r g 1 µ
BRICK ... ,, ®...._,............ ; 1+500 x v d i d" "
' STEPS GALLON , .7 ,., Z Z
_�
SEPTIC �� ; ;�". r'
w w �
NEW 1�500 GALL01��"T11(0 `"�- '- It7.��. '"� 106.8 .-� �5 g <,r r,y :�. ,�
LANDING TANK I4.5 R �yz K tr
��OMFlARTM�NT SEPTIC'��, -;�.. c f! _
TANK. - 5.2 1 ,1 .7 04.7`' ;f 1 6 26.12! �.___ _��� = 1= Locus 11'lap Scale 1 � 500
;. t
w1 ,5 0 03.6fr SAWCUT EXISTING DRIVEWAY z 1 ? GENERAL NOTES!
31_ EF SCH"' 0 >' ! J J STAMP STAMP
L r f a PAVING, TYP. REMOVE AND _
100.3 100 -•- ,1 ;` `'�� REPLACE DRIVEWAY = = 1. LOCUS AREA IS COMPRISED OF
,y 9 .3 �:�.A PRCI IaA TF9® ?2 p 1A r 4C�� U U • . "�N OF Mqs
' I- I•- PER CURRENT ASSESSORS RECORD;: s�o �N OF
p I ^0 �; t \ MATTHEw tiG rya ' Sq�,
_ PTIC TEt 7 W. cn y
a • `� -1 02. f� �� \ 1 OWNER: DANA R. AND ANN MARIE M�RC071E � " EDDY N �° SHAPIE m
T1E Itw`TO,Eris-nkr D-BOX. � a DEED BOOK 5448 PAGE 211M.
.' INV. IN = 1O2 5t l A I ° 101.3 0 1tc, CIFnL MALLLON
- � LISTINO SAS AND Ok, r G -� IVo.48687
1 ASSESSORS MAP 297, PARCEL 079 No.43183 co
rr r `CONTRACTOR TO ERIF'K IN �` D-B X TO 12EMAIN. PLAS7P CC 770 J 7t. t E TELEPF40N � �
127 ACRE HILL ROAD �r' 90.1 FIELD P IOfi_Mg7 ° �� Q � � SEA\ A� , LIB 101.4 �F i PEDESTAL TRIO, SERVICE � I0� 3. PROJECT BENCHMARK: AS SHOWN 01 THIS PLAN °���c�sre '®�� Q��ss`a`'P�
MAP 297 PARCEL 079 8 CONSTRUCTION ONTR CTOR TO S
u
ER
IFXO
AT10N � � � �,° RO ,MATE LOGAT40s� ELEC
DANA R. AND ANN P�ARIE MALOOTTE `� " �! ° ��. ,�K-'INSTALL ONE NEW � 0. ��- L10E-�
LOT 32 96.4 INFILTRATOR 3050 I 01. \ ° 1 �ST1oN 4. ZONING INFORMATION:
BOOK 544 /PAGE 211 100,4 �� CHAMBERS WITH BtLILOLF
--STONE PER � -="` _P1 STIC,GAS L.It� -�-��" � _'- ZONING DISTRICT: RF-1 RESIDENTIAL,
54'S06 SF DET°AILS1 SHEET C1.1 rELEMPEDES L ' �' -' C---,�- - $ 1 CURRENT MINIMUM ZONING REQUIREMENTS: O N S U L N T
t ' 05,2 I ° ! .IO `4 ' ' i MIN. LOT AREA = 87120 SF RPOD OVERLAY
�_ -_---------------- C1,' 1 C11, � � I # I� 101.2 t0fi'�t 112, ,
1Fa` SlD BUILDING bl- K_-------- f j F�€STING E- ( )
---------- LOGA 7 t Olt �_ -]-,) , _} _C I VE �- - '- - MIN. LOT FRONTAGE = 20'
------- ---- 4' A TER ' a - . MIN. LOT WIDTH SETBACKS.= 12 FRONT = 30
MAIN r, �� '
`",�- �'��,'-1,•9aMIN SIDE = 15', REAR =_15'
SPK MAXIMUM BUILDING HEIGHT = 30 FT OR 2.5 STORIES
- I"a0,1 MAP 297 PARCEL 080 MAXIMUM LOT COVERAGE = 50%
N/F EVELYN E. ROBBINS
- LO°I" 31 1 OVERLAY DISTRICTS: RPOD, WP
BOOK 7179/PAGE 22
55,135± SF 5. A TITLE SEARCH HAS NOT BEEN PEFORMED FOR THIS SITE. THERE MAY BE RIGHTS BY OTHERS, EASEMENT, CONSULTANT
- TAKINGS, MORTGAGES, RIGHT OF WAYS ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH
SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE ENGINEERING do SURVEYING.
' - 6. THE PROPERTY LINE INFORMATION S40WN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF
U 0L �,- U CE._.�.----- I IC - - E,� , G I AND DEEDS. THE EXISTING FEATUM S'SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY
t TELEPHONE L -- '- lJ � ,< 0 PERFORMED BY BAXTER NYE ENG,NENE NG do SURVEYING ON JANUARY 23, 2019. FEATURES ON LOT 1135 OBTAINED
L101
- 111, I� FROM TOWN OF BARNSTABLE CiS,M�:JPING.
'' ..\
PEDESTAL L CL 4CIE-��-___--- Yrf� gk i
APPROXIMATE LOCATION ELI CTRICAL SERVIUG _ (-t =� - ��
0,7 - UGE� UCH � . r,
\ 11� = 111.3 a I 7. COMMUNITY PANEL NUMBER. 25fIG,�. �
OEM `" - THE FLOOD INSURANCE RATE MAP rIAIES THIS AREA AS ZONE X
q, -
," P \STIC GAS LIN 112.2
_ - =?- 1 -- ------
DRIVEWAY 1 8. ENVIRONMENTAL INFORMATION:
,4 E
` 11 t1.8 PREPARED FOR
112.3� c 11 .7 / _ } I PER MASS CIS OLIVER AS OF 03/13/20 9.
t iISTII IG t - - �- _
101.2 t t j- t t 112<6 111.4
- 11 , ,--- - I Dana & Anne Marie Marcotte
--1 - SITE DOES NOT APPEAR TO BE IM i�` I SIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN).
W - - - - <1 - a - / I W� ; 127 Acre Hill Road
g7.1 '12" \N {�,
'SPK �- � - �` l I SITE DOES NOT APPEAR TO BE WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS
640.10' MAP 297 PARCEL BIN `�� �� �W MAPPED ON MASS GIS OLIVER PER NHESP-*ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH Barnstable, Ma.
N jF EVELYN E. RCBBIN - I
LOT 1 -�� � THE MA WETLANDS PROTECTION ACT' REGULATIONS (310 CMR 10).'
87°1 '12" I
BOOK 7179/PAGE 220 1 e• SITE DOES NOT APPEAR TO BE W1TIIN A PRIORITY HABITAT AS MAPPED ON MASS GIS OLIVER PER
55,135 SF 2 0.00 I / / I NHESP 'PRIORITY HABITATS OF RAFE SPECIES" FOR SPECIES UNDER THE MASSACHU SETTS
ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10).
1
b SITE DOES NOT APPEAR TO CONTAN A CERTIFIED VERNAL POOL AS MAPPED ON MASS GIS OLIVER
• - �--'" PER NHESP 'CERTIFIED VERNAL P06LS.'
PROJECT TITLE
EXISTING
1 � DRIVEWAY / SITE DOES NOT APPEAR TO BE WI71IN A WETLAND RESOURCE AREA AS MAPPED ON MASS GIS
1 / I SYSTEM.
• SITE APPEARS TO BE WITHIN A ST,rTE APPROVED ZONE II GROUNDWATER RECHARGE PROTECTION 127 Acre Hill Road
22.80'
AREA. Barnstable, MA
/ I SITE DOES NOT APPEAR TO BE WI7A A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY
"- I (BARNSTABLE B.O.H. REG. 360-45)
NITROGEN
A GR GAT10N 1 I I 9. UTILITY INFORMATION SHOWN ,0,I�(;
CREDIT LAND 1
AREA = ( THE CONTRACTOR SHALL CONTACT JIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE THE LOCATION OF
3,588 SF I ALL EXISTING UTILITIES, AT LEAST HOURS PRIOR TO THE START OF CONSTRUCTION. EXISTING UNDERGROUND
INFRASTRUCTURE, UTILITIES, CONDIJI'S AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO
THOSE SHOWN HEREIN AND HAVE E?EN RESEARCHED BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON. THE
• WOODED I CONTRACTOR AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE
• CONTRACTOR'S FAILURE TO LO CATt:SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFER FROM PLAN
1 I INFORMATION, THE CONTRACTOR SHILL. NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.
1 n
I SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF
Cn
„ 'p 1 ACRE HILL ROAD THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES
MAP 297 PARCEL 076
ERR `- CANNOT BE ACCURATELY, COWPLEALY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS
N/F NARY AraNE BREW IN PERRY, PETER \ REQUIRED, THE CLIENT IS AD`ASED HAT EXCAVATION MAY BE NECESSARY.
BREVIIN JOHN A BREW IN, SIR. I
• LOT 30
E300K 11817/RAGE-339 I UTILITIES NOTED HEREON AS 'COME{ED' ARE SHOWN BASED ON SOURCE INFORMATION
1 53,425 SF °' (RECORD PLANS) OBTAINED FROM L1ILITY COMPANIES AND/OR MUNICIPALITIES. LOCATIONS OF 'COMPILED' UTILITIES SHOWN
1 I ARE TO BE CONSIDERED APPROXIM;7E ONLY.
-- EXISTING SEPTIC SYSTEM INFORMATON FOR LOT 1127 OBTAINED FROM SEPTIC SYSTEM AS-BUILT
CARD BY WILLIAM DINEER, DATED 727/07, ON FILE AT BOARD OF HEALTH. EXIS71NG SEPTIC
SYSTEM INFORMATION FOR LOT 11:f OBTAINED FROM SEPTIC SYSTEM AS-BUILT CARD BY
• 1 VETORINO BROS. INC., DATED 5/18,'79, ON FILE AT BOARD OF HEALTH. DATE DESCRIPTION
• I SHEET TITLE
LIJ1 I TOWN WATER SERVICE SHOWN ON 111S PLAN FROM WATER DEPARTMENT SKETCH 1546 DATED
= 1 = I 03/05/07. ■
U.0. • w w APPROXIMATE I GAS SERVICE SHOWN ON PLAN PERNATIONAL GRID SKETCH SW2729 RCVD 112212019
Site Plan & Septic
E LOCATION I
J J SEPTIC EXISTING
SYSTEM
I ELECTRIC LINE SHOWN ON THIS Pl..4t PER EVERSOURCE PLAN DATED 111812019 INDICATING System Upgrade Plan
a U U I UNDERGROUND SERVICE
I
N O < 1 I SHEET NO
1
\ C100
GB/D \
a
DATE : MARCH 22, 2019
20 0 20 40
g 1 \ SCALE IN FEET
a
0 0 00= SCALE : 1"=20'
a0 , DRAWN BY: SDM CHECKED BY: MINE
,1 O B NO: 2019-003 F I L E: 2019-003 SP.dw
o
0
i
BAXTER NYE
I" ) " TJ`RJNG & SU11VFY1N(
TYPICAL SYSTEM PROFILE [' N ," IN
NOT TO SCALE
SEPTIC SYSTEM NOTES: BAXTER NYE
1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS.
2. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL. ENGINEERING &
SET ALL MANHOLE COVERS TO WITHIN 6* OF FINISH GRADE.
TOP OF FINISH FLOOR 109.8' RISERS COVERS SHALL BE WATERTIGHT SURVEYING
FINISH GRADE 107.5±
FINISHED GRADE = 108.0±
FINISH GRADE 10231± FINISHED cmF OVER NEW LEACHING CHAMBERS = 103.66 to 104.7 Registered Professional Engineers
TOP OF TANK=10 6.5 3* MIN. tv- and Land Surveyors
30 LF-4* SCH 40 PVC OS=8.22X
4' SCH 40 PVC 1: INSTALL ONE INSPECTION
" MIN. MIN. 4' SCH 40 PVC COMPACTED FILL PORT IN ACCORDANCE WITH VENT 78 North Street - 3rd Floor
12: (min) Cover MANUFACTURERS
DOUBLE-\
INV OUT- 105.05±
EXISTING OUTLET La In WASHED STONE
IN=105.30± IN. "-�miw 0 36 (max) Cover RECOMMENDATIONS Hyannis, Massachusetts 02601
CONTRACTOR TO 11� I
VERIFY IN FIELD PVC TEE TOP OF STONE ELEV=102.0
10 1 4" SCH. 40 PVC 101.50
PRIOR TO LIQUID i:. Tt- -i- -,t i CHAMBER TOP ELEV= MIN.
CONSTRUCTION LEVEL --GAS BAFFLE 2 Phone - (508) 771-7502
4'_ GAS INV IN - 6. SUMP CHAMBER INV IN=101.0±
102 5± 6' SUMP INV OUT 102,33± " Fox - (508) 771-7622
REINFORCED CONCRETE BAFFLE CONTRACTOR TO 24 www.boxter-nye.com
6* CRUSHED VERIFY IN FIELD EFFECTIVE
CONSTRUCTION DEPTH
STONE BASE PRIOR TO
CHAMBER BOT.
.0
ot ELEV 99UNSUITABLE SOILS, IF ENCOUNTERED BELOW
5' MIN THE PEASTONE ELEV (TOP OF SAS), SHALL BE
REMOVED TO THE "C HORIZON* AS REQUIRED
1,500 GALLON TWO-COMPARTMENT SEPTIC TANK EXISTING DISTRIBUTION BOX SEE CONSTRUCTION NOTE #5 HEREON.
SHOREY ST1500 H2O OR EQUAL
TO BE INSTALLED ON A LEVEL STABLE BASE
SEPTIC TANK SHOULD BE CLEANED ANNUALLY SOIL ABSORPTION SYSTEM (SAS)
LEACHING CHAMBER (TYPICAL)
NTS
LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE
4 FEET 14 INCHES S T A M P S T A M P
5 FEET 19 INCHES V"A OFrk
6 FEET 24 INCHES
7 FEET 29 INCHES MATTHEW P.
8 FEET 34 INCHES W.
EDDY
CML COO)
43183
PAVEMENT O/STE
WELL GRADES GRANULAR BACKFILL CONTAINING si 11VA
REMOVE STONE AND EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO
AASHTO M288 CLASS 2 12.17
NON ' MORE THAN 12% PASSING THE #200 SIEVE,
3 EXISTING TIE INTO EXISTING -WOVEN GEOTEXTILE COMPACTED TO A MINIMUM OF 95% OF THE
INFILTRATOR 3050\ CHAMBERS FINISHED GRADE STANDARD PROCTOR DENSITY. C(ON S U L VA N T
I - PROPOSED 7-7-7-7
INFILTRATOR 3050 12" MIN.
36"MAX. 18" MIN.
DIST. LINE IN 4.16' 12.16' 6" MIN. TOP OF CHAMBER S
- EPTIC CONSTRUCTION NOTES
PIPE INVERT
I n-2n 1 TO 2" DOUBLE 24" 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY
DOUBLE WASHED STONE WASHED STONE EFFECTIVE CODE DATED SEPTEMBER 9, 2016, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES &
3' DEPTH REGULATIONS APPLICABLE.
1.25' 22.5- INFILTRATOR 3050 n CONSULTANT
25' 1.25'! -11.5, CHAMBER AND 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION
35.25' . 4* .4.17' 4'
3050 END CAP MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER.
3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE BOARD OF HEALTH AGENT AND
PLAN VIEW SECTION ENGINEER FOR INSPECTION.
NOT TO SCALE NOT TO SCALE 1,
INFILTRATOR 3050 H-20 WHEEL WAD CROSS SECTION 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHEDULE 40 PVC. UNLESS OTHERWISE NOTED HEREIN.
5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON- , FOR A HORIZ. DISTANCE OF 5'
.SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP
ELEVATION OF THE SAS.
:
6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. PREPARED FOR
7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS.
LEACHING AREA REQUIREMENTS I Dana & Anne Marie Marcotte
8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO 127 Acre Hill Road
NITROGEN LOADING LIMITATION: 330 GPD PER 43,560 SF' LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL
127 ACRE HILL ROAD EXISTING PERMIT # 2007-312 EXISTING UTILJITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIESBarnstable, Ma.
ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY'NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE
ALLOWED FLOW AS FOLLOWS: NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO
127 ACRE HILL ROAD = 54,506 SF x 330143560 = 412.9 GPD BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S
SOIL EVALUATOR: DATE 07/05/07 FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTJUTY
TOTAL ALLOWED FLOW = 412.9 GPD DARREN MEYER, R.S., CSE EXIST. PERMIT # 2007-312 CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND
ECO-TECH ENVIRONMENTAL BARNSTABLE RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR
TOTAL PROPOSED FLOW = 440 GPD (PROPOSED FLOW GREATER THAN ALLOWED FLOW) P.O.BOX 981 BOARD OF HEALTH AGENT. SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED.
EAST SANDWICH, MA DONNA MIORANDI, R.S. 9. THE PROPOSED UTIUTY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS PROJECT TITLE
APPLY NITROGEN AGGREGATION TO 127 AND 135 ACRE HILL ROAD: TEST PIT I TEST PIT 2 DETERMINED BY THE APPROPRIATE UTILITY COMPANY.
127 ACRE HILL ROAD REQUIRES ADDITIONAL CREDIT LAND OF.
440 GPD - 412.9 GPD = 27.1 GPD IN CREDIT on G.S.E. = 104.0± G.S.E. = 103.1± NOTES, 127 Acre Hill Road
27.1 GPD x 43560 SF/330 GPD = 3,578 SF A; SANDY LOAM A; SANDY LOAM
APPLY CREDIT LAND RESTRICTION OF 3,578 SF OVER 135 ACRE HILL ROAD. 10 YR 413 10 YR 413 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN Barnstable, MA
ON 135 ACRE HILL ROAD THIS LEAVES AREA FOR SEPTIC FLOW OF: 7" (ELEV. 103.42) 12- (ELEV. 102.10) ORDINANCES, REQUIREMENTS, AND SPECIFICATIONS.
53,425 SF - 3,578 SF = 49,847 SF B; I OYR 5/8 ; LOAMY SAND 8; 1 OYR 5/8 ; LOAMY SAND 2. EXISTING PAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE IT
49,847 SF x 330 GPD/43560 SF = 377.6 GPD 26- (ELEV. 101.84) 32" (ELEV. 100.43) IS TO BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO
FLOW OF 330 GPD EXISTING ON 135 ACRE HILL ROAD (EXISTING PERMIT # 78-772) WHICH ASPHALT WHICH IS TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE
IS LESS THAN THE ALLOWED 377.6 GPD C 2.5Y 713 ; MED. SAND C ; 2.5Y 713 ; MED. SAND REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER
PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE
APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY THE
RESIDENTIAL: 4 BEDROOMS 120- (ELEV. 94.0) CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES.
NO WATER OBSERVED NO WATER OBSERVED PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDING
x 110 GPD/BEDROOMASPHALT WHICH IS TO REMAIN. THE 'BLENDED TRANSITION BETWEEN PROPOSED AND
TOTAL DESIGN FLOW = 440 GPD EL. 94.0 PERC 0 ELEV 98.94 EXISTING ASPHALT SHALL BE WITH AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE
GARBAGE GRINDER (NOT INCLUDED) = NIA RATE= <2 MIN/IN IDENTIFIED. THE JOINT SHALL NOT BE ABRUPT.
CLASS I SOIL
PERC RATE = <5 MIN, Z INC (CLASS 1) 3. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB
LTAR = 0.74 GPD/S.F. VERIFY WHERE APPLICABLE.
SOILS/DEPTH AT
MIN. LEACHING AREA OF S.A.S. REQUIRED TIME OF
440 GPD/ 0.74 GPD/S.F. = 595 S.F. MIN. INSTALLATION PER
ASST. HEALTH
AGENT
PROPOSED SYSTEM 4 INFILTRATOR 3050 UNITS WITH 4 FT OF STONE ON
THE SIDES AND 1.3 FT' AND 3' OF STONE ON ENDS: DATE DESCRIPTION
35.25 FT L X 12.16' W X 2' D
SIDEWALL AREA: (12.16' + 35.25)x 2'(2) SHEET TI
189.6 S.F. pTLE
BOTTOM AREA: (12.16' x 35.25') 428.6 S.F. Setic System
U.
TOTAL EFFECTIVE LEACHING AREA: 618.2 S.F.
Upgrade Profile and
E SYSTEM DESIGN CAPACITY = 618.2 SF x 0.74 GPD/SF = 458 GPD
SEPTIC TANK SIZING: FIRST COMPARTMENT=440 GPD x 2007. = 880 GAL Details
0.
SECOND COMPARTMENT=440 GPD x 100% = 440 GAL SHEET NO
(48 HR AND 24 HR = 880 + 440 = 1320 GAL)
USE 1500 GALLON TWO COMPARTMENT SEPTIC TANK C
DATE :MARCH 22, 2019
20 0 20 40
0- SCALE IN FEET
> S C A L E :1"=20'
DRAWN BY:SDM CHECKED BY:
JOB NO:2019-003 F I L E: 2019-003 SP.dwQ
0