HomeMy WebLinkAbout0033 SPRUCE STREET - Health 33. Spruce'Street
W. Barnstable V �\
A 216-051
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No. 4210 1/3 SLU
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10,1100
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COMPLETEATHIS SECTION
COMPLETE THIS SECTION ON DELIVERY
4.
■ Complete items 1,2,and 3.Also compete 9n
item 4 if Restricted Delivery is desired ❑Agent
■ Print your name and address on the reve ❑Addressee
so that we can return the card to you. y( ame) C. Date of Delivery
■ Attach this card to the back of the mailpiec , /���f�b 3
or on the front if space permits.
D. Is delivery ad ss different from item 19 ❑Yes
1. Article Addressed to: If YES,enter d livery address below: ❑ No
� � I
3. Service Type
W4
e)�W F YLCertified Mail ElExpress Mail
� ❑ Registered ❑ Return Receipt for Merchandise i
❑ Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number 0.2 0 8 6 D 0 0 0 3 .4 0 21 .0;4 7 4
Y Dome§iic Return Receipt 102595-02-M-1035'
UNITED STATES POSTAL SERVICE ..First=Ci'ass,Mail,
pO p t om,,. k , .Postage,&,Fees�Paid=
USPS
Permit No.w ,
14 AN
• Sender: Please print`youF name address, and ZIP+4 in this,box •
THE BSC GROUP
657 MAIN STREET - UNIT 6
Elie YARMOUTH, MA 02,673
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S"CERTIFIED
�(Domest��Ma I�Only No Insurance,Coverage Prov�dedJ �
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PS Form 3800 April 2002` F See Reverse for.lnstnictions
Certified Mail-Provides:
a A mailing receipt
a A unique identifier for your mailpiece
o A signature upon delivery
a A record of delivery kept by the Postal Service for two years
Important Reminders:
a Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.
is Certified Mail is not available for any class of international mail.
a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
0i For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover the
fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPS postmark on your Certified Mail receipt is
required.
a For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Deliver}r'.
a If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT:Save this receipt and present it when making an inquiry.
i PS Form 3800,April 2002 (Reverse) 102595-02-M-1132
SENDER: COMPLET'E THISISECTION COMPLETE THIS SECTION ON DELIVERY
■ Complete items 1,2,and 3.Also complete A. Signature
item 4 if Restricted Delivery is desired. Agent
■ Print your name and address on the reverse X Addressee
so that we can return the card to you. l B Recei pd by P n Name) C.
p Dat of elivery
■ Attach this card to the back of the mail lece,
or on the front if space permits. w � � �1f f r�
D. Is delivery address different from item 1? ❑Yes
1. IArticle Addressed to:
— If YES,enter delivery address below: ❑ No
3. Service Type
l��lJ+lYo Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number 1 7002 0860 0003 4021 0436
(transfer from service label)
PS Form 3811,'August 2001 Domestic Return Receipt 102595-02-M-1035
okm _ -I I
UNITED STATES POSTAL SERVIOE-, f"74, -1 First-Class-Mail-
--. --'-P6stageA-Fees-Paid
'USPS;
- -Permit No..G-10_
'I.. Ar
•
Sender: Please pfio--yjurfrjame, address-, and ZIP+4 in this box •
THE BSC GROUP
657 MAIN STREET - UNIT 6
W. YARMOUTH, MA 02,673 II
+64(pci.
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Return Receipt Fee Here
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0 Total Postage&Fees
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Street Apt.No.,
I or PO Box No.
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j City,State,ZIP+4 ()
Certified Mail Provides:
a A mailing receipt
a A unique identifier for your mailpiece
a A signature upon delivery
a A record of delivery kept by the Postal Service for two years
Important Reminders:
o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.
a Certified Mail is not available for any class of international mail.
a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured.or Registered Mail.
a For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover the
fee.Endorse mailpiece"Return,,Receipt Requested".To receive a fee waive:fo,
a duplicate return receipt,a USPS postmark on your Certified Mail receipt Is
required.
m For an additional fee, delivey may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Delivery".
6 If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT.Save this receipt and present it when making an inquiry.
'yr ' '
PS Form 3800,April 2002 (Reverse) 102595-02-M-1132
SECTIONSENDER:tOMPL&E THIS SECTION COMPLETE THIS DELIVERY
■ Complete items 1,2,and 3.Also complete A. Signature
item 4 if Restricted Delivery is desired. �' / 1 �' lt��'Agent
■ Print your name and address on the reverse X o%i �( ,` "� ❑Addressee
so that we can return the card to you. B. Received b (Printed Name) C. Date of Delivery
■ Attach this card to the back of the mailpiece, %�JR�7 f�3
or on the front if space permits.
D. Is delivery address different from item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery address below: i
3. Service Type
$Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number f
(transfer from service label) „ t 7002 0 8 6 0; 0 0 0 3 4021
:0 4.6 7 {
PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1035
UNITED STATES POSTAL SERVIC r�L �' first
O -Class Mail
r O -.-- - -Postage-&_E_.ees-Paid
,j iD IV, v• _� -uSP-S_.__,____—_
o -Permit No.G-10._
• Sender: Please pj�' N%Qurarfie, address, and ZIP+4 in this box •
THE BSC GROUP
657 MAIN STREET - UNIT 6
W. YAPMOUTH, MA 02673
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p Restricted Delivery Fee ,
(Endorsement Required)
OTotal Postage&Fees $
Sent To
Sheet Apt wo.;
or PO Box No. p � .
City,State
Certified Mail Provides: 1
0 A mailing receipt
o A unique identifier for your mailpiece
®A signature upon delivery
o A record of delivery kept by the Postal Service for two years
Important Reminders:
o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.
a Certified Mail is not available for any class of international mail.
o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
o For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover the
fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPS postmark on your Certified Mail receipt is
required.
o For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Delivery".
a If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT:Save this receipt and present it when making an inquiry.
PS Form 3800,April 2002 (Reverse) 102595.02-M-1132
m
p
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Cam`- SentToa nn
Sheet;Apt No.; N
o-P--Box Na /1µm �
'State,LP+ � O
jCertified Mail Provides:
o A mailing receipt
to A unique identifier for your mailpiece
o A signature upon delivery
o A record of delivery kept by the Postal Service for two years
Important Reminders:
o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.
a Certified Mail is not available for any class of international mail.
o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
o For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover the
fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPS postmark on your Certified Mail receipt is
required.
Its For an additional fee, delivery may be restricted to-the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Delivery".
o If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT,Save this receipt and present it when making an inquiry.
i
PS Form 3800,April 2002 (Reverse) 102595.02-M-1132
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r 0 F F I C I A L
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M (Endorsement Required)
rU Tbtal Postage&Fees ,!?j
o Hl nnW
Sent To (�,1 �/_-I QQ
Street,Apt No.; U
orP..Box
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Certified Mail Provides:
o A mailing receipt
®A unique identifier for your mailpiece
o A signature upon delivery
1 o A record of delivery kept by the Postal Service for two years
I important Reminders:
o Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.
o Certified Mail is not available for any class of international mail.
o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
0 For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover the
i fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPS postmark on your Certified Mail receipt is
required.
o For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Delivery'.
a If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
E
IMPORTANT:Save this receipt and present it when making an inquiry.
I
PS Form 3800,April 2002 (Reverse) 102595.02-M-1132
TT 0 F F i C A L U S E
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0 Postage $ -D
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0 Certified Fee �
M Retum Reoelpt Fee �, EOOZ 6 °`'bare to
.D. (Endorsement Requlreco
co Restricted Delivery Fee
(Endorsement Required)
oTotal Postage a Fees $ �� j(10�
ent o-
Street Apt No.; C
or PO Box I
�� `....m.., ........_...............................
City,State,ZIP+4
Is .. rr
Certified Mail Provides:
®A mailing receipt
®A unique identifier for your mailpiece
0 A signature upon delivery
a A record of delivery kept by the Postal Service for two years
Important Reminders:
a Certified Mail may ONLY be combined with First-Class Mail or Priority Mail.
®Certified Mail is not available for any class of international mail.
is NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For
valuables,please consider Insured or Registered Mail.
®For an additional fee,a Return Receipt may be requested to provide proof of
delivery.To obtain Return Receipt service,please complete and attach a Return
Receipt(PS Form 3811)to the article and add applicable postage to cover the
fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for
a duplicate return receipt,a USPS postmark on your Certified Mail receipt is
required.
®For an additional fee, delivery may be restricted to the addressee or
addressee's authorized agent.Advise the clerk or mark the mailpiece with the
endorsement"Restricted Delivery".
®If a postmark on the Certified Mail receipt is desired,please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed,detach and affix label with postage and mail.
IMPORTANT:Save this receipt and present it when making an inquiry.
PS Form,3800,April 2002 (Reverse) 102595-02-M-1132
BARNSTABLE BOARD OF HEALTH
ABUTTER NOTIFICATION LETTER
DATE: December 12, 2002
RE: Upcoming Barnstable Board of Health Hearing
To Whom It May Concern,
As an abutter to the proposed project, please be advised that a DISPOSAL SYSTEM CONSTRUCTION
PERMIT application has been filed with the Barnstable Board of Health.
APPLICANT: Thomas&Patricia McGrath
PROJECT ADDRESS OR LOCATION: 33 Spruce Street
PROJECT DESCRIPTION: The proposed project involves the removal of the existing sewage
disposal system components and construction of a proposed on-site sewage disposal system consisting of
a 1,500 gallon septic tank, distribution box and a 32'x 14' leaching field. Two variances are being sought
for the repair of the system from the Town of Barnstable Board of Health Local Onsite Sewage Disposal
Construction and Well Setback Regulations and the Commonwealth of Massachusetts Department of
Environmental'Protecton'State'Envirorimental Code, Title 5. The local variance and Title 5 variance are
as Lollows. -i-
- _• r
1.) Part XII, Section 2.00: Sewage Disposal"5'ystemr.Setback to Private Water Supply
Required: 150 feet
Provided: 101.1`fee[
2.) 310 Clv`R 15.104: Percolation Testing
Required: Percolation Test
Provided: Sieve Analysis (Policy.#: BRP/DWM/PeP-P00-4)
APPLICANT'S AGENT: BSC Group, Inc.
657 Main Street, Unit 6
West Yarmouth, MA 02673
Attn:Craig Field
PUBLIC HEARING: BARNSTABLE TOWN HALL, 367 Main Street, Hyannis
DATE: February 18
'C,-
TI1vIE-.i_Meeting,7�00fPM:>;j�
i2 i0"T�;raa•
NOTE: Plans and application describing the proposed activity are on file with the Barnstable Board of
`Health at'200
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SENDER: • SECTIONCOMPLETE • • DELIVERY
�t- ■ Complete items 1,2,and 3.Also complete A. Signature s �r
4 ,
item 4 if Restricted Delivery is desired. X ❑Agent
;}, ' > w= ■ Print your name and address on the reverse ❑Addressee a x ;
so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
r 3, s D. Is delivery address different from item 1. ❑Yes
r 1. Article Addressed to: If YES,enter delivery address below: ❑ No ' r
x
3. Service Type
Certified Mail ❑ Express Mail r '
^ d� ❑ Registered ❑ Return Receipt for Merchandise . s
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❑ Insured Mail ❑ C.O.D. 4,2
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t 4. Restricted Delivery?(Extra Fee) ❑Yes +
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2. Article Number
7002 0860 0003 4021 0443
(Transfer from service label) t• <'
--
„... —_- ipt - 102595-02-M-1035 .
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Bk 16 321 Ps 32 110 4 4
01-31 i-20 3 a 01 : 120
DEED RESTRICTION
WHEREAS, Thomas and Patricia McGrath of 33 Spruce Street in West Barnstable, MA
are the owners of 33 Spruce Street located in West Barnstable, Massachusetts hereinafter
referred to as The locus property and being shown on a plan entitled"Pine Ridge" in
West Barnstable, Massachusetts, Property of SALO, INC. et al,
which has been duly recorded in Barnstable County Registry of
Deeds in Plan Book 151, Page 133 Dated October 14, 1959
WHEREAS, Thomas and Patricia McGrath as the owner's of said lot have
agreed with the Town of Barnstable Board of Health to a restriction as to the number of
bedrooms which can be included in any existing home or newly built home on said lot as a
pre-condition to obtaining a disposal works construction permit in compliance 310 CMR
15.00 State Environmental Code, Title V, Minimum Requirements for the Subsurface
Disposal of Sanitary Sewage;
WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to
granting a disposal works construction permit for a septic system in
compliance with 310 CMR 15.200, State Environmental Code, Title V.,
Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,
is requiring that the agreement for the restriction on the number of bedrooms
in any house on the lot be put on record with the Barnstable County Registry
of Deeds by recording this document,
M
r
Bk 16 321 P:9,33 -Dr i i�544
NOW, THEREFORE, Thomas and Patricia McGrath do hereby place the
following restriction on their above-referenced land in accordance with this agreement
with the Town of Barnstable Board of Health, which restriction shall run with the land
and be binding upon all successors in title:
1. Thomas and Patricia McGrath agree that any house located on the Locus property
shall contain no more than three (3) bedrooms. Thomas and Patricia McGrath agree that
this shall be a permanent deed restriction affecting 33 Spruce Street located in West
Barnstable, MA, and being shown on the plan recorded in Plan Book 151, Paged 133'.
For title of Pro pert see the following deed: Book 7707, Page 24
Executed as a sealed Instrument _day of_�
O signa r
f t
illy
wner's signature
Owner's signature
COMMONWEALTH OF MASSACHUSETTS
/BAR ySYl�iOG� Gs s� �/ , ss
Then personally appeared the above-named
known to me to be the person's who executed the foregoing instrument and
acknowledged the same to be their free act and deed, before me,
Notary Public
My commission expires:
w
,:. � ' (date)
KIERAN J. HEALY
BARNSTABLE.COUNTY
REGISTRY OF DEEDS' NOTARY PUBLIC
A TRUE COPY,ATTEST COMMONWEALTH OF N1 SSA,CI{U:_E iTS
MY COMMISSION EXPIRES 05 03.2007
JOHN F.MEADE,REGISTER
BARNSTABLE REGISTRY OF DEEDS
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PS Form :rr April 2002
PS Form :rt April 2002
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DATE: , U
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+ IARNSTABLE.
9 MASS'
Q�Al fD 3.9.y a�0 REC. BY
Town of Barnstable SCHED. DATE:
Board of Health
' 367 Main Street, Hyannis MA 02601
Office: 508-861.4644 Susan G.Rask,R.S.
' FAX: 508-790-6304 Sumner Kaufman,M.S.P.H.
Ralph A.Murphy,M.D.
VARIANCE REQUEST FORM
LOCATION.
Property Address: 33 Spruce Street.
Assessor's Map and Parcel Number: Map 216, Parcel 51 Size of Lot: 20,785 s.f.t
Wetlands Within 300 Ft. Yes Business Name: N/A
I ' No X .'Subdivision Name: ' N/A
APPLICANT'S NAME: Thomas & Patricia McGrath phone 508-362-4077
Did the owner of the property authorize you to represent him or her? Yes X No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: Thnmaa & Patri ri a MrC:rath
Name: Craig Field, BSC Group
33 Spruce St W. Barnstable 657 Main Street, Unit 6
. , .
Address: Address: w Yarmouth, MA
' Phone: 508-362-4077 Phone: 508-778-8919
' VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
1) Part XTT- Well Reg,ilatinnS_ See Variance RP lipat T.etter
Section 2.00 (150' Sethnrk Between P iva e W 11s & S_A_S.)
' 2) 310 CMR 15. 104: Percolation
Testing
NATURE OF WORK: House Addition C House Renovation 'Cl Repair of Failed Septic System
1 Checklist(to be completed by office staff-person receiving variance request application)
-7F/7— Four(4)copies of the completed variance request form
V Four(4)copies of engineered plan submitted(e.g.septic system plans)
' Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
.Signed letter stating that the property owner authorized you to represent him/her for this request
✓ Applicant understands that the abutters must be notified 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)'Ton Full menu submitted(for grease trap variance requests only)
�1/} Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same
owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems
' [only if no expansion to the building proposed])
__L Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Susan G.Rask,R.S.,Chairman
NOT APPROVED Sumner Kaufman,M.S,P.H:
' REASON FOR DISAPPROVAL Ralph A.Murphy,M.D.
Q.:/WP/V;AIREQ
f
�7�0�1NE TQw�O�
Town of Barnstable
9q,A . A,a Board of Health
rEn MAy P.O.Box 534,Hyannis MA 02601
Office: 508-862-4644 Susan G.Rask,R.S.
FAX: 508-790-6304 Sumner Kaufman,MSPH
Wayne Miller,M.D.
February 27, 2003
Mr. Craig Field
BSC Group, Inc.
657 Main Street
Unit#6
West Yarmouth, MA 02673
RESeticS sfiemReyair33Sruce Stree'tesf Barnstabfe �Q�Z'16051�
Dear Mr. Field:
You are granted variances, on behalf of your clients, Thomas and Patricia
McGrath, to install an onsite sewage disposal system at 33 Spruce Street, West
Barnstable.
The variances granted are as follows:
PART XII, SECTION 2.00:To install a soil absorption system only 101 feet away
from the onsite private well.
PART XII, SECTION 2.00: To install a soil absorption system only 101 feet away
from the northerly neighbor's onsite private well.
PART XII, SECTION 2.00: To install a soil absorption system 141 feet away from
the easterly neighbor's onsite private well.
310 CMR 15.104: No percolation test conducted due to unsafe
conditions.
The variances are granted with the following conditions:
(1) No more than three (3) bedrooms maximum are authorized at this
property. Dens, study rooms, offices, finished attics, sleeping lofts, and
FieldMcG'rath
similar-type rooms are considered "bedrooms" according to the MA
Department of Environmental Protection.
(2) The applicant shall record a deed restriction at the Barnstable County
Registry of Deeds restricting the property to three (3) bedrooms. A copy
of the recorded deed restriction shall be submitted to the Health Agent
prior to obtaining a disposal works construction permit.
(3) The septic system shall be installed in strict accordance with the revised
engineered plans dated signed January 31, 2003.
(4) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of Health
that the system was installed in substantial compliance with the revised
plans dated signed January 31, 2003.
(5) The applicant shall obtain variance approval from the MA Department of
Environmental Protection in regards to the percolation test issue.
This variance is granted because physical constraints at the site severely restrict
the location of a soil absorption system due to the size of the lot and locations of
neighbors wells. The proposed design plan appears to meet the maximum
feasible compliance standards contained within the State Environmental Code,
Title V.
Si rely urs,
ay iller, M.D.
Chair an
Board of Health
Town of Barnstable
4
FieldMcGrath
TOWN OF BARNSTABLE
LOCATION33 -5f,a uc F SEWAGE
VILLAGE��'Sr 13A2ir/STi9�`P ASSESSOR'S MAP & LOT V05�
INSTALLER'S NAME&PHONE NOe19Q,-N 6-vS7 Co So 17 �.S'. 6 a
SEPTIC TANK CAPACITY h"ab
C c"A C sr
LEACHING FACILITY: (type) �t'� � �� (size) �S'X,3a'
NO.OF BEDROOMS
BUILDER OR OWNER
PERNITTDATE: 2/-S /0 -3 COMPLIANCE DATE: 3 0
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
h
Feea
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Ye
s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01ppYication for Migonl 6pgtem Congtruction Permit
Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. % JQ �� Owner'ss N e,Address and Tel.No.
Assessor's Map/Parcel �1" — 1 ® L �•/� ' C —v� �
ffa
r
yInstall is ame,Ad ss, d Tel.No. Designer's Name,Address and Tel.r ' '�� &::�c ��o
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 gallons per day. Calculated daily flow gallons.
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)
-,NINIn N 1NEER MUST
%IvTALLATION ND CERTIFY IN V-'
Date last inspected: 1.,r oBoANCF_TO PLAN.
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 Environment Co d not ce the system in operation until a Certifi-
cate of Compliance has been is this Bo e — )I
Signs Date
i
Application Approved by Date
Application Disapproved for the following reason
Permit No. " Date Issued
1
` ✓ / '/ �l�y J�� / / / Q Fee
1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
2ppficatiot for Migpogal *pgtem Congtruction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System< ❑Individual Components
Location Address or Lot No. e Owner's Name,Address and Tel.No.
�
Assessor's Map/Parcel
I �� ��
s o
A li�--a
Instal is ame,A�ress, d Tel.No������ / "rr Designer's.N`ame,Address and No.
r�Cll y /�J(/i V j' 5 a " V
sr G � J J
Type of Building: r �
Dwelling No.of Bedrooms \. Lot sq.ft. Garbage Grinder( )
Other Type of Building -----'No of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
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: - r
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 EnvironmentaLCo a n�not ce the system in operation until a Certifi-
cate of Compliance has been is d- y this Board-of'Healt
Sign n M Date
Application Approved by / Date
Application Disapproved for the following reason l l
Permit No. ""� Date Issued D
——— —————————————---—---—— — -----------
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 A2 e AH
at 3 A !/e F !�-%- 11 • has bLeen constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No/V".*;?-?1P7dated
Installer Designer
The issuance f thins permit shall not be construed as a guarantee that the system w' c o ' ned.
Date 3163 Inspector .
x'
___ —
✓
/ (/ — Fee
------------------------_—`.--
No.
THE COMMONWEALTH OF MASSACHUSETTS
LG/`'`
PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS
migpogal *pgtem Congtruction Permit
Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon_ ( )
System located at
and as descried in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must be c mpdeted wi 0 n three years of the date of this p t.
Date:_ Approved by a2 S
MW i
TOWN OF BARNSTABLE
LOCATION.33 SP/2 e-,c f 577,9 F E T SEWAGE
VI1rLAGE �'S�' ��✓L�r/s" � ASSESSOR'S MAP &LOT2 0 n�
INSTALLER'S NAME&PHONE NOe9Qt,4 -vST Co —
SEPTIC TANK CAPACITY hab
W (size)
LEACHING FACILITY: {type)
i
� NO. OF BEDROOMS
BUILDER OR OWNERR.— " /Ilc el,etA T /r
PERMITDATE: /�S�0 -3 COMPLIANCE DATE: 3 6
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 Feet
on site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist Feet
within 300 feet of leaching facility)
Furnished by
03/ /2003 11:14 50B7788966 BS13 GROUP PAGE 02
1,
BSC GROUP
w�
557 fain Street
Unit 6
Route ZS
West Yarmouth.MA
o2673
March 4,2003 Tel: seal)-778-89a9
Fax:So$-778-8966 ,
The Barnstable Board of Health
367 Main Street
l-ivannis MA
OiO61
CE 1FICATIO BSURF CE SEWAGE IS]PC}SAL SYSTLkA
RE:,133 Spruce Street.West Barnstable.MA,THOMAS&PATRICIA McGFUITH property
Pi.n : 5414-0) Join 48469-00
1 ) Tile system was field located and the"D-box was water.tested.. .
a
Z.) The system conforms to ihe.variances granted by the Barnstable Board of Health.
1,David!. Crispin Civil rngincer,duly licensed as such in the Commonweaith of Massadiusetts,
do hereby certify that thrs firm,.has visually inspected the constructed subsua'Pace sewage disposal
sy°stetn shown on the referenced approved plan,and further certify that the system,as
constructed,generally ccnfortns within acceptable toterartces to the regulations,as varied.
L:
set forth in 31.0 CMR 15.000 and the Town of Barnstable Board of Health regulations.
i�
ri
i
,� � �,� Ertglscccrs �a
--- - -------- ----- --- ----- � - -------- ��
Signature Bate Environmental
Scientists
Gl5 Consultants
Landscape
grehitects �'=s
Planners
:t.
• i�
Surveyors
f't
h
1k��s
v t
Bk 16321 Ps32 010544
01-30-2003 a Gl z l2a
DEED RESTRICTION
WHEREAS,Thomas and Patricia McGrath of 33 Spruce Street in West Barnstable,MA
are the owners of 33 Spruce Street located in West Barnstable,Massachusetts hereinafter
referred to as The locus property and being shown on a plan entitled"Pine Ridge" in
West Barnstable,Massachusetts,Property of SALO,INC. et al,
which has been duly recorded in Barnstable County Registry of
Deeds in Plan Book 151,Page 133, Dated October 14, 1959
WHEREAS,Thomas and Patricia McGrath as the owner's of said lot have
agreed with the Town of Barnstable Board of Health to a restriction as to the number of
bedrooms which can be included in any existing home or newly built home on said lot as a
pre-condition to obtaining a disposal works construction permit in compliance 310 CMR
15.00 State Environmental Code,Title V,Minimum Requirements for the Subsurface
Disposal of Sanitary Sewage;
WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to
granting a disposal works construction permit for a septic system in
compliance with 310 CMR 15.200, State Environmental Code,Title V.,
Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,
is requiring that the agreement for the restriction on the number of bedrooms
in any house on the lot be put on record with the Barnstable County Registry
of Deeds by recording this document,
Bk 16321 ps33 10544
NOW,THEREFORE,Thomas and Patricia McGrath do hereby place the
following restriction on their above-referenced land in accordance with this agreement
with the Town of Barnstable Board of Health,which restriction shall run with the land
and be binding upon all successors in title:
1. Thomas and Patricia McGrath agree that any house located on the Locus property
shall contain no more than three(3)bedrooms.Thomas and Patricia McGrath agree that
this shall be a permanent deed restriction affecting 33 Spruce Street located in West
Barnstable,MA,and being shown on the plan recorded in Plan Book 151,Paged 133.
For title of Property see the following deed: Book 7707,Page 24
Executed as a sealed Instrument Cl day of-Ja n u °1 o O?
. � T
r ,
asi
c ,A
H
Owner's signature
Owner's signature
COMMONWEALTH OF MASSACHUSETTS
I�A�n'SYA®G� Gi e-� ,ss
c7�iYl�/!/L✓I Z
Then personally appeared the above-named
E,- y,0 , t
known to me to be the per-son's who executed the foregoing instrument and
acknowledged the same to be their free act and deed,before me,
Notary Public
*` My commission expires:
(date)
KIERAN j. HEALY
NOTARY PUSLOC
COMMONWEALTH OF Ev:,;
S.,fCt UdET7S
MY COMMISSION EXPIRES U5-C6• 007
BARNSTABLE REGISTRY OF DEEDS
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
SOUTHEAST REGIONAL OFFICE
20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700
MITT ROMNEY ELLEN ROY HERZFELDER
Governor
Secretary i
KERRY HEALEY LAUREN A.LISS
Lieutenant Governor Commissioner
FAX COVER SHEET
FAX#(508)947-6557 TELEPHONE#(508)946-2753
DATE: Feb.24,2003 FROM: Brian Dudley
TO: Barnstable Board of Health,
TELECOPIER NUMBER: (508)790-6304
TOTAL NUMBER OF PAGES: 2 (INCLUDING THIS COVER PAGE)
PLEASE CALL IF YOU DO NOT RECEIVE A COMPLETE FAX.
SUBJECT: TITLE 5 PRESUMPTIVE APPROVAL
The attached letter was sent to an applicant in your town
seeking a Title 5 Variance approval from DEP. It is the Department's
intention to streamline its review process and allow .presumptive
approval in this case.
If the project or plan changes in any significant way, please
contact the reviewer referenced in the attached letter immediately.
Otherwise, continue with local permitting in accordance with Title 5
and coordinate with the designer as appropriate.
This information is available in alternate format.Call Aprel McCabe,ADA Coordinator at 1-617-556-1171.TDD Service-1-800-298-2207.
DEP on the World Wide Web: http://vAm.mass.gov/dep
a Printed on Recycled Paper
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
SOUTHEAST REGIONAL OFFICE
s
20 RIVERSIDE DRIVE, LA.KEVILLE, MA 02347 508-946-2700
MITT ROMNEY Governor ELLEN ROY HERZFELDER
Secretary
KERRY HEALEY EDWARD P.KUNCE
Lieutenant Governor Acting Commissioner
February 24, 2003
Thomas McGrath
33 Spruce Street
West Barnstable, MA 02668
re: TITLE 5 VARIANCE REQUEST
Application for: BRPWP59B
APPR OF VARIANCE 15.412(2)EXCLUDING SCHOOLS
at: 33 Spruce Street
l
West Barnstable;MA Transmittal Number: W035264
Dear APPLICANT:
This serves to acknowledge receipt of your application for the Title 5 variance requested
above. An official start date of 02/21/03,has been established for this application. In accordance
with 310 CMR 4.04 and 310 CMR 15.412(2) the Department has 30 days from this date to
perform its review and either request additional information or issue a decision to grant or deny
the application.
If the Department does not act on your application within these 30 days, your variance
request shall be considered presumptively approved by the Department in accordance with 310
CNIR 15.412(3). Please note that this permit remains subject to the application fee, even in the
event that your application is presumptively approved. Any such approval does not alter your
obligation to comply with other applicable federal, state, and local statutes, ordinances, bylaws
and regulations before any work may commence. r
If you have any questions regarding your application,please contact the reviewer,
Brian A. Dudley, at (508) 946-2753.
Sincerely,
Lori J. Rogers
Permit Administrator.
This information is available in alternate format.Call Aprel McCabe,ADA Coordinator at 1-617-556-1171.TDD Service-1-800-298-2207.
DEP on the World Wide Web: http://www.mass.gov/dep
Z"h1 Printed on Recycled Paper
CERTIFICATE OF ANALYSIS page: 1
Barnstable County Health Laboratory
Report yPrepared For: Report Dated: 1/27/2003
Order Number: G0318736
Diana DiGioia
35 Joel Rd.
So.Yarmouth, MA 02664
Laboratory ID#: 0318736-01 Description: Water-Driuldng Water
Sample#: 18736 Sampline Location: 33 Spruce Street,West Barnstable Collected 1/23/2003
Collected by: Diana DiGioi Received 1/23/2003
Test Parameters
ITEM RESULT UNITS MCL Method# Tested
LAB: Metals
Manganese <0.01 mg/L SM 311113 1/27/2003
Routine
ITEM RESULT UNITS MCL Method# Tested
LAB: IC Lab
Nitrates 3.7 mg/L 10-,9 ^EPA 300.0 i ;- 1123/2003= ---
-LAB:
Copper <0.1 mg/L 1.3 SM 311113 1/27/2003
Iron 0.1 mg/L 0.3 SM 311113 1/27/2003
Sodium 2.0, 4,x,,:., ;. mg/L 20 SM 3111E 1/27/2003
LAB: Microbiology
Total Coliform Absent P/A Absent 309 1/22/2003
LAB: Physical Chemistry `
Conductance 406 umohs/cm EPA 120.1 1/23/2003
PA ],1 pH-units EPA 150.1 1/23/2003
Note: Water sample meets the recommended limits for drinking water of all above tested parameters.
i
Approved.By.: !
Z 5 (Lab Director)
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
�5x BSC .
GROUP
' 657 Main Street,
Unit 6;
Route 28
' West Yarmouth, MA
December 12, 2002
. 02673 �
Tel: 5o8-778-89i9
Town of Barnstable Fax: 5o8-778-8966
Board of Health
' 367 Main Street
Hyannis, MA 02601
RE: 33 Spruce Street
Members of the Board:
On behalf of our client, Thomas &Patricia McGrath, The BSC Group, Inc. (BSC)is
pleased to submit the enclosed Sewage Disposal System Design Repair for the above
' referenced project.
BSC requests that the Board consider the following waivers of the Town of Barnstable
3oard of Health Local Onsite Sewage Disposal Construction and Well Setback
' Regulations and the Commonwealth of Massachusetts Department of Environmental
-Protection State Environmental Code, Title 5: The waivers for consideration are
' rom:
Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction
and Well Setback Regulations, Part XII: Well Regulations, Section 2.00
Installation of a Private Water Supply on a Lot of 40,000 Square Feet
"The installation of a private water supply and a private sewage disposal system
on a lot containing an area of less than 40,000 square feet of buildable land is
prohibited and in no case shall a private water supply and a private sewage
disposal system be located within 150 feet of each other."
' Due to the size of the existing lot and the location of existing private wells, no
portion of the lot falls outside of the 150 feet setback. However,BSC has met the
Department of Environmental Protection Title.5 setback of 100 feet from the leaching
' field to private wells. BSC requests that the Board waive this requirement and allow a Engineers
10 1.1 feet setback from the leaching field to private wells.
Environmental
' • Commonwealth of Massachusetts Department of Environmental Protection State Scientists
Environmental Code,Title 5, 310 CMR 15.104: Percolation Testing
GIS.Consultants
At least two percolation tests shall be performed at the disposal area, one in the
' primary area in which the soil absorption system is to be located and one in the Landscape.
proposed reserve area." Architects
' In order to meet the Department of Environmental Protection Title 5 setback of 100 planners
r 1 ,vpllc rhp anil ah5nmtion syst.em must be sized
Bk 16321 Ps 32 *10544
01_30_2003 a Ci1 e 12P
DEED RESTRICTION
WHEREAS;Thomas and Patricia McGrath of 33 Spruce Street in West Barnstable, MA
are the owners of 33 Spruce Street located in West Barnstable, Massachusetts hereinafter
referred to as The locus property and being shown on a plan entitled "Pine Ridge" in
West Barnstable, Massachusetts,Property of SALO, INC. et al,
which has been duly recorded in Barnstable County Registry of
Deeds in Plan Book 151, Page 133, Dated October 14, 1959
WHEREAS, Thomas and Patricia McGrath as the owner's of said lot have
agreed with the Town of Barnstable Board of Health to a restriction as to the number of
bedrooms which can be included in any existing home or newly built home on said lot as a
pre-condition to obtaining a disposal works construction permit in compliance 310 CMR
15.00 State Environmental Code, Title V, Minimum Requirements for the Subsurface
Disposal of Sanitary Sewage;
WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to
granting a disposal works construction permit for a septic system in
compliance with 310 CMR 15.200, State Environmental Code, Title V.,
Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,
is requiring that the agreement for the restriction on the number of bedrooms
in any house on the lot be put on record with the Barnstable County Registry
of Deeds by recording this document,
i
Bk 16321 F':933 w'11=1544-
NOW, THEREFORE, Thomas and Patricia McGrath do hereby place the
following restriction on their above-referenced land in accordance with this agreement
with the Town of Barnstable Board of Health, which restriction shall run with the land
and be binding upon all successors in title:
1. Thomas and Patricia McGrath agree that any house located on the Locus property
shall contain no more than three (3) bedrooms. Thomas and Patricia McGrath agree that
this shall be.a permanent deed restriction affecting 33 Spruce Street located in West
Barnstable, MA, and being shown on the plan recorded in Plan Book 151, Paged 133.
For title of Pro ert see the following deed: Book 7707, Page 24
Executed as a sealed Instrument day of-je,n Le ► � Uc� �j
O Signa
� c
wner's signature
Owner's signature
COMMONWEALTH OF MASSACHUSETTS
ss
20
Then personally appeared the above-named
known to me to be the person's who executed the foregoing instrument and
acknowledged the same to be their free act and deed, before me,
og
Notary Public
X.
My commission expires:
(date)
)
+�
.,;. .�
KIERAN J. HEALY
BARNSTABLE.000NTY
REGISTRY OE DEEDS' NoTAF?y PU9LIC
A TRUE COPY,ATTEST COMMONWEALTH OF hiIASSAC.I lU:_E rTS
wMY COMMISSION EXPIRES 05 03•ZCC�
JOHN F.MEADE,REGISTER
L_ _ DLP STAM REGISTRY OF DEEDS
F
i ' December 12,2002
Town of Barnstable
s•= Page 2 of 2
sand was discovered daring the soil evaluation at approximately-11.25 feet below x
the existing grade.. During the soil evaluation it was determined by the soil evaluator
that a percolation test at that depth was unsafe. BSC requests that the Board waive
this requirement and allow a sieve-analysis for an alternative to percolation testing for
the system upgrade under DEP policy#: BRP/DWM/PeP-P00-4.
Please call if you have any questions.
' Sincerely,
Renwick B. Chapman, P.E.
Vice President
P:'+PRJ\4846900\BO H-letter-12-12-02.doc
1 .
E
t
ti
CCC
December 4, 2002
i
The Barnstable Board of Health
200 Main Street
' Town Offices
Hyannis, MA
02601
' To Whom It May Concern:
I, Thomas McGrath do hereby grant permission to The BSC Group, to represent me at any Town
or State meetings or on any Town or State applications with regards to the replacement of my
Septic,System at 33 Spruce Street, West Barnstable.
1/
-------------------
---------- f----------------------
Signature g Date
t
LOCATION + MWA L+
/ —
YII.LAGE,0�,A .ASSESSOR'S MAP &.LOT
J INSTALLER'S NAME& PHONE NO. �� ./�
�. SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) IA A�90 (size)
NO. OF BEDROOMS
J
BUILDER OR OWNER
PERMITDATE: �� COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
I Private Water Supply Well and Leaching Facility (If any wells exist
I. on site or within 200 feet of leaching facility) v Feet
j Edge of Wetland and Lea
c ang Facility (If any wetlands exist
. I A
within 300 Vfee�tle n ility) Feet
Furnishe
I ° 3 5 rJu 5+�cc'r t✓v �b� 3nrr,�,�ka-�lA
i
/ I� /10
pronh NoifR 7. �:
' - 9s
1
Environmental Laboratories
LABORATORY REPORT
PREPARED FOR:
BSC Group
384 Washington Street
Norwell, MA 02061
Attn: Kieran Healy -
PROJECT ID: 48469.00
33 Spruce Street
W. Barnstable, MA
GEOLABS CERTIFICATION#: M-MA015
tSAMPLE NUMBER: 128332
I
DATE PREPARED: November 8, 2002
PREPARED BY: Christine Johnson
APPROVED BY:
Jim Chef, Laboratory Director/Date
V
i
Phone: (781) 848-7844
Location: 45 Johnson Lane Fax: (781) 848-7811
Braintree, MA 02184 1 of 5
GeoLabs, Inc.
Environmental laboratories
CLIENT NAME: BSC GROUP PROJECT ID: 48469.00
SAMPLE TYPE: SAND REPORT DATE: 11/08/02
COLLECTION DATE: 10/16/02 ANALYZED BY: GEOTESTING EXP.
REC'D BY LAB: 10/25/02 ANALYSIS DATE: 11/04/02
COLLECTED BY: CLIENT DIGESTION DATE: N/A
SIEVE ANALYSIS
SAMPLE NUMBER: 128332
SAMPLE LOCATION: SOIL HOR. C3
' SIEVE SIZE 0.75" 0.5" 0.375" #4 #10 #20 #40
RESULTS 100 96 93 90 85 75 56
(%Passing by Wt.)
SIEVE SIZE #60 #100 #200
' RESULTS 39 22 9
(%Passing by Wt.)
1 Sieve Analysis
100 -
b 80 7-77-77-777777
y
a 60
40 -
a 20
0
0.75" 0.5" 0.375" #4 #10 #20 #40
Sieve Size
Method Reference:
ASTM D 422
i
1
2of5
GeoLabs, Inc.
Environmental Laboratories
CLIENT NAME: BSC GROUP PROJECT ID: 48469.00
SAMPLE TYPE: SAND REPORT DATE: 11/08/02
COLLECTION DATE: 10/16/02 ANALYZED BY: GEOTESTING EXP.
REC'D BY LAB: 10/25/02 ANALYSIS DATE: 11/04/02
COLLECTED BY: CLIENT DIGESTION DATE: N/A
SIEVE ANALYSIS
' SAMPLE,NUMBER: 128332
SAMPLE LOCATION: SOIL HOR. C3
COMMENTS: SIEVE FOR USDA CLASSIFICATION
SIEVE SIZE #10 #20 #40 #60 #100 #200
RESULTS 100 88 65 46 26 10
(%Passing by Wt.)
1
Sieve Analysis
100
00 80
y
i 60
a
i
40 -
�,
a�
a
20 -
0
#10 #20 #40 #60 #100 #200
Sieve Size
Method Reference: . '
' ASTM D 4:22
' 3of5
g ofGeoLabsInc.
Environmental Laboratories SPECIAL INSTRUCTIONS
10 Plain Str
ee t
.........
.................
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Braintree,
ra ntre
Office. 84-7 -81 8 78 44
F -
ax. 7 -
81 84 87 811
Client: ESL &IIOUp Project Number: 0440). 06
Address: 657 KpvIrA5rt". JNtr rA Project Location: 3,3 SPIN-UC-E 5 ,
U) YAL-MOOT-{R 0,U-73KA
Phone: (50 778-$ 0)
Fax: 50 -8 (.6 Purchase Order,#:
Contact: L-Y Collected By:
ANALYSES REQUESTED
COLLECTION CONTAINER
Q M L
A
SAMPLE A I SAMPLE Y A A T O R R GEOLABS
ID T M LOCATION P R M A E SAMPLE B
E E E N NUMBER
P B S �j P
1011(. (Z:oo Solu HAP-Izo� C O s X
CONTAINER CODES: MATRIX CODES: PRESERVATIVE CODES: Re i quish Date/Time Receiv
ed By: Date/Time:
A = Amber GW = Ground Water 1 = HCI 7 = ICE ✓�-.7 T-d
B = Bag WW= Wastewater 2 = HNO
s Reli wished By:./b���'b Z, ,o.�- .Q
G = Glass DW = Drinking Water 3 = HZSO4 /_(D �
P = Plastic SL = Sludge 4 = Na2S203 Relinquished By: WoLabs:
S = Summa Canister S = Soil A = Air 5 = NaOH
O = Other V=VOA O = Oil OT= Other 6 = McOH GEOLA.BS CHAIN OF CUSTODY
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i
FORM 11 - SOIL EVALUATOR FORM
' Location Address or Lot No. 33 SPA --e— ��ti•—
' On-site Review
Deep Hole Number Date: .l.o(,�? a Z Time: Weather
Location (identify on site plan)
Land Use Slope M Surface Stones
Vegetation .: ...
' Landform
Position on landscape (sketch on the back)
Distances from:
Open Water Body feet Drainage way feet
Possible Wet Area feet Property Line feet
Drinking Water Well feet Other
' DEEP OBSERVATION HOLE LOG'
Depth horn Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, %
Gravel)
O — j o A-
�2-
Z ' G 2
13� C 3 M
P.r:nt IlAsttectai to•�4�-� o.a�.bocie:
' p@cpth w argungfimyM Stwx*V Wear in the Bole: Weepinq fry m I t F em:
E:slmeced Seas«►el ►#� (3n«md Wwr:
'� n
II �°7lL �3T NaT -170 .lDLiPT)'1 0� Su IT-f►,b�c.
5` 3 cv2
2- U ter All Movm POSM-UMMS Z Gb a o /''t S I I . 3 -Ir<► 15 3
BARNSTABLE BOARD OF HEALTH
ABUTTER NOTIFICATION LETTER
DATE: December 12, 2002
RE: Upcoming Barnstable Board of Health Hearing
To Whom It May Concern,
As an abutter to the proposed project, please be advised that a DISPOSAL SYSTEM CONSTRUCTION
PERMIT application has been filed with the Barnstable Board of Health.
APPLICANT: Thomas &Patricia McGrath
. PROJECT ADDRESS OR LOCATION: 33 Spruce Street
PROJECT DESCRIPTION: The proposed project involves the removal of the existing sewage
disposal system components and construction of a proposed on-site sewage disposal system consisting of
a 1,500 gallon septic tank, distribution box and a 32'x 14' leaching field. Two variances are being sought
for the repair of the system from the.Town of Barnstable Board of Health Local Onsite Sewage Disposal
Construction and Well Setback Regulations and the Commonwealth of Massachusetts Department of
Environmental Protection State Environmental Code, Title 5. The local variance and Title 5 variance are
as follows:
1.) Part XII, Section 2.00: Sewage Disposal System Setback to Private Water Supply
Required: 150 feet
Provided: 101.1 feet
t
2.) 310 CMR 15.104: Percolation Testing
Required: Percolation Test
Provided: Sieve Analysis (Policy#: BRP/DWM/PeP-P00-4)
APPLICANT'S AGENT: BSC Group, Inc.
657 Main Street, Unit 6
West Yarmouth, MA 02673
Attn: Craig Field
PUBLIC HEARING: BARNSTABLE TOWN HALL, 367 Main Street, Hyannis
DATE: February 18
TIME: Meeting 7.00 PM
NOTE: Plans and application describing the proposed activity are on file with the Barnstable Board of
Health at 200 Main Street, Hyannis.
i
Direct Abutters to Map 216 Parcel 051
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this
list is responsible for ensuring the correct notification of abutters. Owner and address data taken from Assessor's database July 2,2002.
Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country
196006 INDIAN SPIRITUAL&CULTURAL %COMM OF INDIAN AFFAIRS 1 ASHBURTON BOSTON MA �021 08 USA
�Pl--ROOM 1004
216021 FERNANDES,AMELIA 1841 MAIN ST W BARNSTABLE MA . 02668 USA
216022 OREILLY,JAMES&MARY E A 1849 MAIN ST W BARNSTABLE MA �02668 USA
216050 PIGNATARO,FRANK D JR& P[GNATAR0,PATRICIA A 20 WHEELOCK SHREWSBURY MA 01545-1833
ST
216051 MCGRATH,THOMAS E& MCGRATH,PATRICIA J 33 SPRUCE ST WEST BARNSTABLE MA �02668 USA
216052 BARTLETT,WESTON H JR 45 SPRUCE ST WEST BARNSTABLE �MA �02668 USA
Thursday,December 19,2002 Page 1 of l
WIN M M
Massachusetts Department of Environmental Protection
' Bureau of Resource Protection —Wastewater Management Program
Form 9A - Application for Local Upgrade Approval
Required by 310 CMR 15.403(1)
Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming
septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR
5.404(1), is not feasible.
System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full
compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410
through 15.417.
NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of
a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved
capacity of a septic system constructed in accordance with either the 1978 Code or 310 CMR 15.000.
A. Facility Information
Important:
When filling out 1. Facility Name and Address
forms on the
computer, use Residential Property
only the tab key Name
to move your 33 Spruce Street
cursor-do not
use the return Street Address
key. West Barnstable MA 02668
City State Zip Code
2. Owner Name and Address:
Thomas & Patricia McGrath 33 Spruce Street
Name Street Address
West Barnstable MA
City State
' 02668 (508) 362-4077
Zip Telephone Number
3. Type of Facility(check all that apply):
® Residential ❑ Institutional ❑ Commercial ❑ School
4. Describe Facility:
Existing 2 story wood dwelling.
5. Type of Existing System:
❑ Privy ❑ Cesspool(s) ® Conventional ❑ Other(describe below):
' Existing 1,000 gallon septic tank&d-box.
6. Type of soil absorption system (trenches, chambers, leach field, pits, etc):
Existing leaching pit.
' t5form9a.doc•rev.5/02 Ap
plication for Local Upgrade Approval Page 1 of 4
' Massachusetts Department of Environmental Protection
Bureau of Resource Protection —Wastewater Management Program
Form 9A - Application for Local Upgrade Approval
Required by 310 CMR 15.403(1)
A. Facility Information (continued)
7.
Design Flow per 310 CMR 15.203:
Design flow of existing system: 330 gpd
gpd
Design flow of proposed upgraded system 330 gpd
gpd
Design flow of facility N/A
gpd
B. Proposed Upgrade of System
1 1. upgrade Proposed u check one
P P9 is ( ):
Voluntary ❑ Required by order, letter, etc. (attach copy)
Required following inspection pursuant to 310 CMR 15.301: date date o02
of inspection
' 2. Describe the proposed upgrade to the system:
Proposed septic system includes 1,500 gal. septic tank, d-box and 32 ft. x 14 ft. leaching field.
3. Local Upgrade Approval is requested for:
' ❑ Reduction in setback(s)—describe reductions:
I
N/A
_
❑ Percolation rate for 30 to 60 min./inch: N/A
min./inch
ElReduction in SAS area of up to 25%: N/A N/A
SAS size,sq.ft. %reduction
❑ Reduction in separation between the SAS and high groundwater:
Separation reduction N/A
ft.
Percolation rate N/Amin./inch
' Depth to groundwater N/A ft.
t ❑ Relocation of water supply well (explain):
N/A
i
1
t5form9a.doc•rev.5/02 Application for Local Upgrade Approval* Page 2 of 4
' Massachusetts Department of Environmental Protection
Bureau of Resource Protection —Wastewater Management Program
Form 9A - Application for Local Upgrade Approval
Required by 310 CMR 15.403(1)
5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the
appropriate boxes): `
® Application for Disposal System Construction Permit
® Complete plans and specifications
® Site evaluation forms
' ❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines.
Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2).
® Other(List):
Sieve analysis report.
D. Certification
1, the facility owner, certify under penalty of law that this document and all attachments, to the best of my
knowledge and belief, are true, accurate, and complete. I am aware that there may be significant
consequences for submitting false information, including, but not limited to, penalties or fine and/or
imprison nt for deliberate vi lations."
jcilityAQ- Q ozOwner's Signature Date
Thomas McGrath
Print Name
BSC Group, Inc. December 12, 2002
Name of Preparer Date
657 Main Street, Unit 6 West Yarmouth
Preparer's address City/Town
MA 02673 (508) 778-8919
State/ZIP Telephone
NOTE: 310 CMR 15.403(4) requires the system owner to provide a copy of the local upgrade
approval to the appropriate Regional Office of the Department of Environmental Protection, Bureau of
Resource Protection, Division of Watershed Management, upon issuance by the local approving
authority and before commencement of construction.
t5form9a.doc•rev.5:02 Application for Local Upgrade Approval, Page 4 of 4
e
o .z ._ Fxs.. ...............
THE COMMONWEALTH OF MASSACHUSETTS
V\ BOAR® OF HEALTH
App irFation for Uiipniial orks Toutitrurtion ramit
Application is hereby made for a Permit to Construct (kf r ( t an Individual Sewage Disposal
System at: ,
Ark. e.-I'd ri
_... •-------------- ---
ocation•Addres
. . .�.1........
... �(1... ...-i- Q - � � �.i..S....7 .... .._L...------
Ow er — Address
-�`----- .: . .4. .f- .e__-_ - ----•...............•..........----•-..................-----------•--•-•------------..............
Install Address
g fJ- q
U Type of Building � Size Lot.. _.Q. . �4.._..S feet
t, Dwelling—No. of Bedrooms............................................Expansion Attic ( � Garbage Grinder ( )
a Other—T e of Building No. of persons............................ Showers — Cafeteria
P4 Other fixtures •-••-••---------------------•--•-•--._..........--
W Design Flow...............1. .................gallons per person per day. Total daily flow.......... ..n ..0...............gallons.
WSeptic Tank—Liquid capacity/0'eO.gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Sewpage Pit No--------------------- Diameter.................... Depth below inlet.............I..... Total leaching area...................sq. ft.
Z Other Distribution box ( ) Dosing tank
Percolation Test Results Performed by......41, ._...._`""` hDate........................................
Test Pit No. 1--------- .._.minutes per inch Depth of Test Pit.................... Depth to ground water.._..-ta..
44 Test Pit No. 2........... per inch Depth of Test Pit......f 3..... Depth to ground water....4.a-m----�
C4' ...---••_. .........yam......... ................ .......... -.......
O Descriptio of S ------. ••. ..•-- ...... - '= Ad
x Cam..{. 1
x ...................................................... ................................................................................................................................................
U Nature 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 iI'i U 5 of the State Sanitary Code— The undersigned furtheVagrees of >o placeJ_t e. . . ...............
a system in
atio u Cer 'ficate of Compliance has been issued by the board of health.
..''.�.o... .�-----• Y
ate
Application Approved By.. _:. .
. ..............
Date
Application Disapprov for he following reasons:................................................................................................................
-•............................•-•-----•--•-•------••---•••----...---•-••------••••--........•------•••--•-------------------•••----•--•-----••........................................................
Date
PermitNo......................................................... Issued_.......................................................
Date
•• I
no...........#.Z�.... Flcs...�.`.....................
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
............................................OF................
Appliration for DiipnsFal Workii t atuitrurtinat runfit
Application is hereby made for a Permit to Construct ( ) or Repair ( } an Individual Sewage Disposal
System at:
................_................................................................................ --••......................•-•--------•-•••---••-••-•-•••..........._._._.....--------......_•--•--
Location-Address or Lot No.
Owner Address
W
Installer Address
d Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
Other—T e of Building No. of persons____________________________ Showers — Cafeteria
Otherfixtures ----------------•----------------•---------------------•--•-•••-•--•--•--••-•••••-----------••-•-•-•-•••------------------•--•......--------------•--
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................
fi, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
P4 •••-••-•-•--••----•-••••••••----------•-------------••-----------•-....------•--.._......-•••----•--._....•-••••-------•------••--••••-•. -------------•----
0 Description of Soil.....................................................................................................................................................--....................
x
W
Z. -------------------------------------------------•----------------------------------------••_..------••----•-•-----------.._-----------•------------------••------•----------------------._.._.._------
U Nature 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 TITU 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
o atio un • Cer •-cate of Compliance has been issued by the board of health.
Signeyi'=---------------•---------------------------•--••-----•-------------------•-•--- ---
to
Application Approved By... ..�k�:_•"..r�------------------------------------------------•----------------.. ---
Date
Application Disapprove f or he following reasons-............=...................................................................................................
---------•--•--•-•-••_---••-•-•••-----------•-•--•-...-•--------•.............•----•-•-•---•-•-•.....------....._..---...-------------...................................................--------------
r Date
PermitNo......................................................... Issued_.......................................................
Date
a •;r
i' iopf.
THE COMMONWEALTH OF MASSACHUSETTS
_ BOARR OF HEA TH I
'
Trrtifiratr of Tomphattrr ��;, i
THIS IS0'E CFRTIY; That the Individual Sewage Disposal System constructed.,.(1'�) or Repaired ( )
by--••- `y `� ; ` *------------- -- ----- ------- ---____------ ---------__ .. ..------------------------------------------
j .. .i'R r S) Installer/ r �}
has been installed in accordancdwith the provisions of TI T IF 5 of The State Sanitary Co a , /scribed in the
7 application fpr Disposal Works Construction Permit No.- ?___.,5__�___________________ dated-_------:-._�.--_- .....................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST iI AS A GUARANTEE THAT.THE
SYSTEM WIL U TION SATISFACTORY.
DATE......_1�... v............................................ Inspector..........
. •---••----.....
THE COMMONWEALTH OF MASSACHUSETTS
BOARD, OF HEA T
_ / r
JD . , .
No..:..:..........: FEE.._.....................
fit�tt�trti�ra� rrutit
Permission is hereby granted ='�rC �� _ . .............................................
Construct, ,,oxr-Repair ( )`dau I divldual Sewa e.Disposal Systgg�m?
........... ...... ......... .......• •••....•••-•.----- •-------------•---•----•.. . --
Street
as shown on the application for Disposal Works Construction Per o-�_2 _3{' Dated_1�._ _ ___'C_t
- --
...lr ------- -----------•--
2 ��7 / Board of Health
DATE..............//!n-••••-'--•- 4<.
`,FORM 1255 HOBBS & WARREN, INC., PUBLISHERS y
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!
r SOIL TEST PIT & SIEVE ANALYSIS DATA. SEPTIC TANK DETAIL.• NOT To scALE DISTRIBUTION . BOX. NOT TO SCALE INVERT ELEVATIONS: REVISIONS
N0. DATE DESCRIPTION
j TEST PIT TP-1 1,500 GALLON NO. OF OUTLETS: 9
1. 1 31 02 DEED RESTRICTION
GRD. EL. 83.3 NOTES: 1. SEPTIC TANK SHAD_ BE STEEL 5.' INLET AND OUTLET TEES TO BE CAST IRON Q4" / /
RAISE M.H W/ DIA C.I. (6Nf MIN MANHOLE COVER TOP OF FOUNDATION 86.71
N A REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. SEWER BRICK BROUGHT TO FINN�ISH G ADE „
GW. EL. �- SIEVE ANALYSIS PERFORMED ON C3 TAN H-10 LOADING TEES To BE CENTERED UNDER MANHOLE COVER. NOTES: A. 4 INVERT ELEVATION AT BUILDING' 84.46 WELL OFFSETS
ELEV. 2 SEPTIC TANK TO WITHSTAND k MORTAR „
R. DUE TO DEPTH OF LAYER UNLESS UNDER PAVEMENT DRIVES OR
0 R V B. 4 INVERT AT SEPTIC TANK IN 84.00
83.3 LAB � � 6. RECOMMENDED MANUFACTURER SCITUATE RAY REMOVABLE 6 WALLS - � )
TRAVELED WAYS, WHEREIN H-20 LOADING 1. DIST. BOX TO WITHSTAND H 10 „
PERCOLATION TESTING WAS DETERMINED PRECAST OR APPROVED EQUAL covER
.. �,. LILTS OF THE
SHALL APPLY. LOADING UNLESS UNDER PAVE- C. 4 INVERT AT SEPTIC TANK (OUT) 83.75
» UNSAFE. THE. RESULTS »
-TO BE UNS
10 3. ALL PIPE CONNECTIONS AND CONCRETE 8 v• v• :•v..• MENT, DRIVES OR TRAVELED D. 4"-INVERT AT D-BOX" IN 83.71
SIEVE ANALYSIS WERE RECEIVED FROM w )
CONSTRUCTION SHALL WATERTIGHT. 2-24 DIA C.I. 60 MIN. MANHOLE WAYS WHEREIN( H-20 LOADING „
4 REPORT DATED 11 8 02. _ ( ) „ T E. 4 INVERT AT D-BOX OUT 83.54
- GEOLABS, INC. REPO / / 4. FILL ALL UNUSED KNOCKOUTS WITH COVERS BROUGHT WITHIN 6 OF )
» THE RESULTS OF THE SOIL EVALUATION FINISHED GRADE
SHALL APPLY.
19 ram. MORTAR. TEE TO BE UNDER 38"
SHADED AREAS 2. PROVIDE INLET' TEE OR BAFFLE GENERAL NOT D AND SIEVE ANALYSIS ARE AS FOLLOWS. M.H. OPENING INVERTS AT LEACHING FACILITY. ES.
". .. CONSIDERED w ! WHERE SLOPE OF PIPE EXCEEDS
2 „ 1. THIS PLAN IS FOR DESIGN AND
IMPERVIOUS F. 4 INVERT AT BEGINNING OF
w v.... 0.08 FT./FT OR IN PUMPED CONSTRUCTION F
SOIL EVALUATION 12 MIN. TO 0 THE SEWAGE
MATERIAL SEE p
„ " ee. .� . e e,. .p. SYSTEM. LEACHING FIELD 83.51 DISPOSAL FA
M GENERAL NOTE 36 MAX. COVER a a Q, a FACILITY ONLY.
» ., ... , .:M TEXTURAL CLASS. MEDIUM SAND
RAISE M.H W 8 6 b � �°b 4°�,oQ>
52 w : • 5 do 6 2. ALL CONSTRUCTION METRO
G. 4 INVERT METHODS AND
SOIL COMPACTION. UNCOMPACTED SEWER BRICK -
3. FIRST TW0 FEET OF PIPE OUT AT END OF
,r,.,. .„.,.„,r.,.. ».,,..,.•.,.w -. e;. -`-e=: .::a .:-:- .. BOTTOM ON LEVEL � »
MATERIALS SHALL CONFORM TO MASS.
STABLE BASE 6 MIN. 3 4 TO _ 83.35 '
10-5 do MORTAR : / OF D BOX TO BE LAID LEVEL LEACHING FIELD
D.E.P TITLE 5 AND LOCAL BOARD
LEVEL1 1 2 CRUSHED
N MA WA R
/
OF HEALTH REGULATIONS.
SIEVE ANAL CROSS-SECTION STONE BASE RECOMMENDED MANUFACTURER
...., s .... : ' �. p e. 4 cTURER H. ELEVATION AT BOTTOM OF
• p 3 3. ALL (PIPES LOCATED UNDER PA
PERCENTAGE SAND: >91� » scITUATE RAY PRECAST OR 82.85 PAVEMENT
_14 --
LEACHING FIELD I
OR TRAVELED WAY SHALL BE SCHEDULE
<°.�90 PRECAST SEPTIC TANK p
w PERCENTAGE SILT/CLAY: w •: APPROVES EQUAL. 1
-4-8 � ►WEFT TEE :1 L ESTIMATED GROUNDWATER
40 OR EQUAL.
w TEXTURAL CLASS SAND
• • - 5. ALL PIPE CONNNECTIONS AND '
N A
» ELEVATION 4. ALL KNOWN PRIVATE WELLS HAVE i
- - - .- 9 4 .OUTLETS .�- VE BEEN
» p 3 WALLS :` ._ » CONCRETE CONSTRUCTION
�.: ... 6 0 LOCATED OR COMPILED WITHIN 150 FT.
135 ■ , e SHALL
C3 SOIL CLASS. I - - - - 90 BEND ON BE WATERTIGHT. -0F THE PROPOSED LEACHING FACILITY.
,- 4 0 MIN. p• `»
5 8 36 "
MEDIUM SAND L.T.A.R.. 0.74 G.P.D. S.F. - LIQUID DEPTH OUTLET TEE , .- i
/ e " 6. RAISE MANHOLES TO WITHIN 6 5. WITHIN LIMIT. OF EXCAVATION REMOVE
10YR6/6 (GAS CONTROL) `. 4 INLET ALL 'TOPSOIL,
1
OF FINISHED GRADE WITH SEWER L, SUBSOIL AND OTHER 4.-.
BRICK AND MORTAR. FULL'OUTER IMPERVIOUS MATER
IAL.AL. SEE SHADED
NO G.W. OBSERVED .•. •�: ..- p.•. .•. -.. •... .. .-- p ..- -- - •
183 ELEV. �L - - � - • � p MORTAR PARGE TO PROVIDE DATUM: ' SOIL TEST PIT DATA.
• 68.1 . e v
ATE. BOTTOM ON LEVEL STABLE BASE a WATER TIGHT SEAL
D ° 6. REPLACE WITH CLEAN WASHED SAND
PRECAST DIST. VERTICAL DATUM. ASSUMED
10-15-02 PLAN VIEW w / \ 7. FILL ALL UNUSEDOR OTHER 6 MIN.`3 4 TO '�'r'9�'r ��'�'� BOX KNOCKOUTS 0 ER CLEAN GRANULAR SOILS I
»/ - WITH MORTAR. BENCH MARK SET: NAIL IN TREE TEST BY. 1 1/2 .STONE CROSS-SECTION CONFORMING TO THE FOLLOWING
BSC GROUP INC PLAN VIEW ELEV.=86.38 SIEVE ANALYSIS.
10%
{I(MAX) BY WT. SHALL
SED BY.WITNESSED PASS No. 50 SIEVE
D. STANTON <10 X OF No. 4 SIEVE SHALL
PAS
S No. 100
PERC. RATE.
DESIGN CRITERIA. <5 % OF No. 4 SIEVE SHALL ;
A i
MIN. INCH
/ PASS No. 200
F UN.
I ORMITY COEFFICIENT ® No. 4
SOIL EVALUATOR:
SIEVE < =6.0
/ ,
C. FIELD DESIGN FLOW. 7. EXISTING UTILITIES WHERE SHOWN C
3 BEDROOMS AT 110 G.P.B.` D = 330 ,
/ G.P.D. IN THE DRAWINGS ARE APPROXIMATE.
t THE CONTRA�k CTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
REQUIRED SEPTIC TANK: COORDINATING THE PROPOSED CON-
LEACHING FIELD DETAIL. NOT TO SCALE
STRUCTION ACTIVITY.WITH DIG-SAFE ( '
v 330 G.P.D. x 200% = 660 GAL. AND THE APPLICABLE UTILITY E
v
'4e COMPANY AND MAINTAINING THE I
SEPTIC TANK PROVIDED: 1,500 GAL.
EXISTING UTILITY SYSTEM IN SERVICE. I
36" MAX. - 12" MIN. COVER Lt
0DIG-SAFE SHALL BE NOTIFIED PER
�
FIN
ISHED HED GRADE S THE STATE OF MASSACHUSETTS
RE STAT
UTE CHAPTER 82 SECTION REQUIRED SIZE F LEACHING FACILITY:
EC ON 409
Q E 0
d AT TEE. 1-888-344-7233. TH
(SEE SIEVE RESULTS .FOR t.T.A.R.
••-.. _.•_..__ ) ENGINEER DOES NOT GUARANTEE
CAP ENDS THEIR ACCURACY OR AT A
» . . . . . . . . . . .4 F 4 C \. LONG TERM APPL. RATE b•74 G.P.D S.F.
THAT ALL
4 PVC -- � � � �� �.:._ / � /
- UTILITIES AND SUBSURFACE STRUCTURES
e� e♦ a o♦ e♦ e• i � e• e e WELL
o� 330 G.P.D. / 0.74 GPD/SF - 446 S.F.
a9 9�agf 9�a 8f 4f q�1°Ff qq��a4!`q�a4f °►f a,��°tf°� �s / ARE SHOWN. LOCATIONS AND
�'� �'s,c`b '`b�6 ��"b �+c"b �� ^Ae� ��"� ''�qi � � 6 DEPTH
o e� e � e a •r o • e • o e� • e • e+1 e� a e e 1"t"»�r •�''' - ELEVATIONS OF UNDERGROUND UTILITIES
/ N$ WELL / TAKEN FROM RECORD PLANS. THE
3o"vd --'
�/'''� ""--- \ CONTRACTOR SHALL VERIFY SIZE.
LEVEL BOTTOM + s --_._ SIZE OF LEACHING FACILITY PROVIDED:
\ 176.02 LOCATION AND INVERTS OF UTILITIES
32 �•,.. ,
�--�- -•-,. USE 32 LONG x 14 WIDE LEACHING FIELD AND STRUCTURES As REQUIRED PRIOR
PROFILE 32 FT. x 14 FT.,.,_.
= 448 S.F.
TO THE START OF CONSTRUCTION
` ' •
`� `-- ---- 448 S.F. 8. THIS SYSTEM IS NOT DESIGNED FOR
PROVIDED > 446 S.F. REQUIRED
THE USE OF A GARBAGE GRINDER.
"
MIN. LOAM do SEED 4 / 331 G.P.D. PROVIDED > 330 G.P.D. REQUIRED A GARBAGE GRINDER IS NOT
?8 LOT AREA oo RECOMMENDED DUE TO RECOGNIZED
-•--27L MIN. FIN( RIDE --,, EA
,- ADVERSE IMPACTS M w CTS TO THE LEACHING
- 20 785 .F.f S
- 12 MIN. COVER `�•�. ---'' .-- ---- •._._....
, 36 MAX. ___._
-a. FACILITY.
3.1 MAXIMUM � 0.48 AC.
2 MIN.' OF 1 8 TO � v"
/ - IRT Oil _
A TONE ,. ----- }
a•a. f, r 1/2 WASHED S
of y�,o�•yc o ♦ a� • o sz e e ♦i `� *� o ,, da t
12M,pae O G MALL' `
p 80
O ` --
BR
E HMARK
N I�� .- � LOCUS INFORMATION:
3 3 r- ''�---�-- •`'--- NAIL JN TREE v
4 - 81-- PA770
V. 86.38
CURRENT OWNER. THOMAS & PATRICIA- McGRATH
3 4 TO 1 1 2 DOUBLE :. - ... �••-.., z �
z
I
1 o
WASHED STONE NO FINES) O _._._. �.. .._:...- . , �.' tv
: 2
ST
O
R.. Y
�v TITLE REFERENCE. BOOK 770 P
t wool) ,. .- 7, AGE 24
o j .,
NG -' \12 MAPLE
IIn^\
»
R
d' .-•
.CROSS-SECTION
_.._ ... 24 OAK�n s3 PAN R
o
._-•- 4► � L EFERENCE. PLAN BOOK 151 PAGE 133
.• ISTI
:
SEWAGETOP OFN ON_ , SPOSA YSTEMFOVDA COMPON TO
'
cr0n- o
ASSESSORS MAP 216
BSC GROUP
08671 PARCEL. PARCEL 51BE REMOVED IN
ppIi,
a +u
c�
Main
657 a S Unit 6
N T SCALE
. ACCORDANCE WA .... ` !' treat,
NOT 0 ..
FI -
PRO LE
310 CMR 15.354
z .
I
.. . . W.Yarmouth,
. ZONING DISTRICT. RESIDENCE F otlth Massachusetts
cr \ o E ,
---.,� TP
V. BUILDING SETBACKS. FRONT. 30 FT.
(FIRST PIPE LENGTH
SIDE. 1 FT
4 CK \
5
TO BE SET LEVEL -,,WELL '� --- .WALK � "`"'`»�.• 508 778 8919
MANHOLES do COVERS AS REQUIRED ..,,,,.,,,,„»„ „».wwA,»�»»"
" o� REAR: 15 FT.
FOR MIN. 2 0
N (BRING TO WITHIN 6 �.�, S' S ��
36 MAX. COVER
1
OF FINISHED GRADE
101.3 MINIMUM LOT SIZE: 87,120 S.F. •
:. " 12 MIN. COVER -.-- .�,:�. �,� ••-_ PROJECT TITLE.
e 2 MIN. 4 PVC (PERF) r :w .. .;w...
o w,
.- \ `�.,, v; ; ,>s ;:. MINIMUM LOT FRONTAGE:
- » (�y Q "
150 FT.
�q 4 PV 4
r w w 2 OAK
Y \ --
a �r�,M,r r 8 W H T E_ I, ,
� ply 2 1 8 3 DOUBLE AS ED S ON
S 40
4 P SCR -...._. N .,M --, OVERLAY DISTRICT: AQUIFER PROTECTION DISTRICT SEWAGE MSPOSAL
:•: 3 4"-1 1 2" DOUBLE WASHED STONE '\ , $$'�.. ;,
,� ���� � .,���• RESOURCE PROTECTION DISTRICT\I=C .
" -- .,` m"-87 NITROGEN SENSITIVE
D 6 _ z -- „ E e5 !l o� g`Vll �lCeo��l�Ub�l
I F I=G u? 5 LIMIT OF y� .
m �- I=B -_... o ZONE: N/A
\ S WALL . rt,
9 OUTLET , 1 , y EXCAVATION
I-E o 64.61 \ � REPARR
r DIST. Box wl s� �. t Imo FEMA FLOOD ZONE
1500 GALLON ,n = H -- 86.85 Na�0�0 ,
BOTTOM EL ._ - DISTRICT: ZONE C
PRECAST CONCRETE �,
SEPTIC TANK PANEL 250001
HIGH WATER EL. I
"'" PROPOSED 1,500 GAL i 0003 C
s PROPOSED 32 x14 tv
SEPTIC TANK
$ LEACHING FIELD , >
IN V. IN=84.05
v v
INV. OUT-83.80`
PROPOSED
x
oswumD-BOX
A�pS r, INV. IN=83.75 -.0107
• INV. OUT=83.58 i 3
W. BARNSTABLE, MA
VARIANCES REQUIRED. . .
y�
v f� . LOCUS PLAN. No SCALE
TOWN OF BARNSTABLE BOARD OF
HEALTH
a
L LOCAL ONSITE SEWAGE DISPOSAL CON
STRUCTION AND WELL SETBACK REGU
LATIONS
:
:<
o•
, h �
'1 PART. XII. WELL REGULATIONS,
- SECTION 2.00 INSTALLATION
OF A PRIVATE
WATER SUPPLY ON
SQUARE FEET A LOT OF 40 000 Q
,
INSTALLA
TION OF A PRV ATE WATER SU
PPLY AND A PRIVATE SEWAGE
THE Nt
4 000 THAN 0� I AN AREA LESS w;:.yh, .. .:... �, � ,. ,:
DISPOSAL SYSTEM ON A LOT CONTAINING , - � ®EcCEMldB
SQUARE FEET 0F BUILDABLE
LAND
IS PROHIBI
TED TED AND IN NO CASE SHAL
L.
.< '. - . � , �� •
T SEWAGE DISPOSAL SYSTEM BE
A PRIVATE WATER SUPPLY AND A PRIVATE � � . . : r � -: .•�
DA
� .. WAD .. {_.. _, ,. .. .>,....
T OF EACH ` OTHER. J.
a
LOCATED WITHIN 150 FEE �
r - .. -, REPAR
T SETBACK TO PRIVATE WELLS
r"
gdsPMv : T ED FOR.
.. REQUIRED. 150 F .
..� avt,
,
r
N
PROVIDED. 101.1
FT. MINIMUM SETBACK TO PRIVATE WELLS 12 _ :�..
-+ � � THOMAS McGRATH �
8
> .-. , .. •,,., . 33 SPRUCE STREET ,
s�
s wrr,
, ,,,. ur .. W. BARN_� �r..,..�., .• .... � STABLE•.
_ - _ MA 0
PROTECTION ,,... . r, ,., 2668 �
COMMONWEALTH OF MASSAC HUSETTS DEPARTMENT OF ENVIRONMENTAL PRO ;� � ..•r, . ., ,
a WELL ..4
M ENTAIL. CODE. TITLE 5
TA ENVIRON E
310 CM R 15 000 THE STATE
,
�
PR
FIELD
215.104. PERCOLATION TESTINGNOTE:
'
,.. . . .... ..... LC. DESIGN. . M. PETRIN
AT LEAST TWO PERCOLATION .TESTS SHALL BE PERFORMED AT THE A 3 BEDROOM SEED RESTRIc11oN HAS BEEN
....:.
i
CH
ECK. R. CHAPMA
, r� T THE BARNSTABLE REGISTRY N
DISPOSAL AREA ONE IN THE PRIMA
RY :AREA IN WHICH THE SOIL
RECORDED A E
� � OF DEEDS IN DEED BOOK 16321,...PAGE 32 do 32 ,, ;;, � :. _ � ,
qDRAWN: M. PETRI
W N SYSTEM IS TO BE LOCATED AND ONE-1N THE PROPOSED:
P1�.�11111 VV ll EWr N
ABSORPTION � h��
RES
ERVE AREA.
_ r
FIELD.
1 ,
SCALE. 20 FEET
. :Y
PERCOLATION TEST ..; ;r F, ,,r: . . . , ,,; FILE N0. 8469-se
9. REQUIRED. r . ,, ,.:. ;, p.dw p:
Y IS POLICY. BRP DWM Pe P P00 4 ,,
PROVIDED. SIEVE ANAL S ) ,VN13,, �..- .�� :. �� - �
0 10 20
:- ` .DWG N0. 5414
40
SHEET
SH
1 OF
a
JOB N0. 48469.00
a
I
REVISIONS
SOIL TEST PIT & SIEVE ANALYSIS DATA: SEPTIC TANK DETAIL: NOT TO SCALE DISTRIBUTION BOX: NOT TO SCALE INVERT ELEVATIONS: NO. DATE DESCRIPTION
TEST PIT TP-1 1,500 GALLON NO. OF OUTLETS: 9 1. 1 31 02 DEED RESTRICTION I
GRD. EL. 83•3 NOTES: 1. SEPTIC TANK'SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON RAISE M.H W/ 24" DIA C.I. (60## MIN.) MANHOLE COVER TOP OF FOUNDATION 86.71 / /
GW. EL. N/A ( REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. SEWER BRICK BROUGHT TO FINISH GRADE A. 4„ INVERT ELEVATION AT BUILDING 84.46 WELL OFFSETS
SIEVE ANALYSIS PERFORMED ON C3 do MORTAR p" ELEV. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. NOTES:
83.3 LAYER. DUE TO DEPTH OF LAYER, UNLESS UNDER PAVEMENT, DRIVES OR 6. RECOMMENDED MANUFACTURER SCITUATE RAY REMOVABLE 6" WALLS B. 4„ INVERT AT SEPTIC TANK (IN) 84.00
PERCOLATION TESTING WAS DETERMINED TRAVELED WAYS, WHEREIN H-20 LOADING PRECAST OR APPROVED EQUAL. COVER 1. DIST. BOX TO WITHSTAND H-10 C. 4" INVERT AT SEPTIC TANK OUT 83.75
SHALL APPLY. LOADING UNLESS UNDER PAVE (OUT)
10" TO BE UNSAFE. THE RESULTS OF THE 3. ALL PIPE CONNECTIONS AND CONCRETE 8" .a 9• rw.: MENT, DRIVES OR TRAVELED D. 4" INVERT AT D-BOX (IN) 83.71
SIEVE ANALYSIS WERE RECEIVED FROM CONSTRUCTION SHALL BE WATERTIGHT. 2-24" DIA C.I. (60# MIN.) MANHOLE T . WAYS WHEREIN H-20 LOADINIG " D-
BOX 4 INVERT AT D BOX OUT 83.54
x GEOLABS, INC. REPORT DATED 11/8/02. 4. FILL ALL UNUSED KNOCKOUTS WITH COVERS BROUGHT WITHIN s OF SHALL APPLY. (OUT)
19" THE RESULTS OF THE SOIL EVALUATION MORTAR. FINISHED GRADE 38" GENERAL NOTES:
SHADED AREAS
TEE TO BE UNDER 2. PROVIDE INLET TEE OR BAFFLE INVERTS AT LEACHING FACILITY:
IMPERVIDEREDOUS AND SIEVE ANALYSIS ARE AS FOLLOWS: M.H. OPENING 2„ WHERE SLOPE OF PIPE EXCEEDS 1. THIS PLAN IS FOR DESIGN AND
F. 4 INVERT AT BEGINNING OF
� � 0.08 FT./FT OR IN PUMPED CONSTRUCTION OF THE SEWAGE
MATERIAL SEE SOIL EVALUATION 12; MIN. TO ,�. v4 a SYSTEM. LEACHING FIELD 83.51 DISPOSAL FACILITY ONLY.
52" GENERAL NOTE TEXTURAL CLASS: MEDIUM SAND RAISE M.H W 36 MAX. COVER 8• 6" °„ °� a „
�' �� � 2. ALL CONSTRUCTION METHODS AND
5 dos SOIL COMPACTION: UNCOMPACTED SEWER BRICK 3. FIRST TWO FEET OF PIPE OUT G. 4 INVERT AT END OF 83.35 e.. .. e _ -:_.- BOTTOM ON LEVEL � " „ LEACHING FIELD MATERIALS SHALL CONFORM TO MASS. �
STABLE BASE 6 MIN. 3/4 TO OF D-BOX TO BE LAID LEVEL.. D.E.P TITLE 5 AND LOCAL BOARD
1 1015" do MORTAR s 1 1/2" CRUSHED OF HEALTH REGULATIONS.
SIEVE ANALYSIS MA w R CROSS-SECTION STONE BASE 4. RECOMMENDED MANUFACTURER H. ELEVATION AT BOTTOM OF
PERCENTAGE SAND: '>91% 3" 3. ALL PIPES LOCATED UNDER PAVEMENT
PERCENTAGE SILT CLAY: <9% PRECAST SEPTIC TANK
10
» 14" SCITUATE RAY PRECAST OR LEACHING FIELD 82.85 OR TRAVELED WAY SHALL BE SCHEDULE
APPROVED EQUAL. L ESTIMATED GROUNDWATER 40 OR EQUAL.
4'-8" INLET TEE
TEXTURAL CLASS: SAND " 5. ALL PIPE CONNECTIONS AND ELEVATION N A 4. ALL KNOWN PRIVATE WELLS HAVE BEEN
135" - ` 3" WALLS ` 6,-0» 9-4 OUTLETS CONCRETE CONSTRUCTION
LOCATED OR COMPILED WITHIN 150 FT.
_ d' SHALL BE WATERTIGHT.
OF THE PROPOSED LEACHING FACILITY.
C3 SOIL CLASS: I � - � 4'-0" MIN. 90' BEND ON -=
MEDIUM SAND L.T.A.R.: 0.74 G.P.D./S.F. 5'-8" LIQUID DEPTH OUTLET TEE 36» 6. RAISE MANHOLES TO WITHIN 46" 5. WITHIN LIMIT OF EXCAVATION REMOVE
10YR6/6 (GAS CONTROL) . 4" INLET OF FINISHED GRADE WITH SEWER ALL TOPSOIL, SUBSOIL AND OTHER
1 BRICK AND MORTAR. FULL OUITER DATUM• IMPERVIOUS MATERIAL. SEE SHADED
NO G.W. OBSERVED :_� SOIL TEST PIT DATA.183" ELEV. ( 1 :=�`�:::-i . .�e::::ed a 1"..tee MORTAR PARGE TO PROVIDE •
68.1 - .. I
"'a BOTTOM ON LEVEL STABLE BASE •a WATER TIGHT SEAL. 6. REPLACE WITH CLEAN WASHED SAND
DATE: i VERTICAL DATUM: ASSUMED
10-15-02 PLAN VIEW qq,�� PRECAST DIST. OR OTHER CLEAN GRANULAR SOILS
b `mob
» » /�p, ,r /,�►/,� , 7. FILL ALL UNUSED KNOCKOUTS OR
BY: 6 1M1�23/STONE CROSS-SECTION BOX WITH MORTAR. BENCH MARK SET: NAIL IN TREE CONFORMING TO THE FOLLOWING
BSC GROUP, INC. ELEV.=86.38 SIEVE ANALYSIS:
PLAN VIEW 10% (MAX) BY WT. SHALL
WITNESSED BY: PASS No. 50 SIEVE
D. STANTON <10 % OF No. 4 SIEVE SHALL
PERC. RATE: PASS No. 100 �
N A / DESIGN CRITERIA: <5 x OF No. 4 SIEVE SHALL
NA PASS No. 200
SOIL EVALUATOR UNIFORMITY COEFFICIENT 0 No. 4
C. FIELD DESIGN FLOW: SIEVE </=s.o
3 BEDROOMS AT 110 G.P.B. D = 330 G.P.D. 7• EXISTING UTILITIES WHERE SHOWN
/ IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
LEACHING FIELD DETAIL. � REQUIRED SEPTIC TANK: COORDINATING THE PROPOSED CON-
NOT TO SCALE STRUCTION ACTIVITY WITH DIG-SAFE
G.P.D. x 200% = 660 GAL. AND THE APPLICABLE UTILITY
SEPTIC TANK PROVIDED: = 1,500 GAL. COMPANY AND MAINTAINING THE �!
EXISTING UTILITY SYSTEM IN SERVICE.
36" MAX. - 12" MIN. COVER Zu
DIG-SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
FINISHED GRADE `; �"
REQUIRED SIZE OF LEACHING FACILITY: STATUTE CHAPTER 82. SECTION 409
�` ���,, AT TEL. 1-888-344-7233. THE '
T �" (SEE SIEVE RESULTS FOR L.T.A.R.) ENGINEER DOES NOT GUARANTEE
» . . . . . . . ._.4"�F �4�C06 •�• CAP ENDS 4 . 1 LONG TERM APPL. RATE 0.74 G.P.D/S.F.
THEIR ACCURACY OR THAT ALL
4 PVC WELL UTILITIES AND SUBSURFACE STRUCTURES
ea s ea • sa a •♦ a •a • •a •a a ea • •♦ • ea • • \
° ° ° c�° --- / 330 G.P.D. 0.74 GPD SF = 446 S.F. ARE SHOWN. LOCATIONS AND
/� ELEVATIONS OF UNDERGROUND UTILITIES
b��" � b�°'�b-'�b°�,`�;°��°`��'�� s" DEPTH �... 'S '- --- --._ , .�5 / , ---,
// e •a e a • e •a e • • • • •a •a • • e •a e e TAKEN FROM RECORD PLANS. THE
�, N •3 WELL / / y CONTRACTOR SHALL VERIFY SIZE,
/ SIZE OF LEACHING FACILITY PROVIDED:
LEVEL BOTTOM s\ 176.02' �- LOCATION AND INVERTS OF UTILITIES �
32 �- USE 32' LONG x 14' WIDE LEACHING FIELD AND STRUCTURES AS REQUIRED PRIOR
PROFILE . 1--.. `� ___- r" i /� % �*-- z TO THE START OF CONSTRUCTION.
• .:2 FT. x 14 FT. = 448 S.F.
8 THIS USE OF A GARBAGEG DESIGNED GRINDER.
448 S.F. PROVIDED > 446 S.F. REQUIRED
4" MIN. LOAM do SEED ` ~-- _. ___- �z 331 G.P.D. PROVIDED >,330 G.P.D. REQUIRED A GARBAGE GRINDER IS NOT
�-2% MIN FINISH RIDE 78� LOT AREA 00 RECOMMENDED DUE TO RECOGNIZED
E l ,---- FACILITY.
IMPACTS TO THE LEACHING
36" MAX. - 12" MIN. COVER p �. 20,785 S.F.f .
3:1 MAXIMUM 0.48 AC.f ''' --" ---- �`'
" v a 2" MIN. OF 1/8" TO 3 --79- I DIRT DRIVE
ee o .a
°F-�.• ° . ) 1/2 WASHED STONE \ '�- --- o
e a s�ef • LU
60
e •a �_ , ie O O�\` 80- -' G
,� ,CCU .�C � � � O � \\ BI'R'"�ET'� ,�,
O E HMARK
3. N - - �ArGk - NAIL INT1 LM LOCUS INFORMATION.
I- - - -�-- =I 81 770 �'" V.=86.38
» i 3 r. ` CURRENT OWNER: THOMAS & PATRICIA McGRATH
3/4 TO 1-1/2 DOUBLE I
WASHED STONE (NO FINES) � lu
0 8z-- --., .-- 2 sTORY r ° N TITLE REFERENCE: BOOK 7707, PAGE 24
WOOD .
rn DWELLING �^ \12" MAPLE`
CROSS-SECTION o /- #3 Istl SEWAGE" = °8 ( K 151, PAGE 133
�n `\ 83-- �_- 24 OAK \ W PLAN REFERENCE: PLAN B00
cn �YOO FOUND
OF SPOSAI YSTEM
D O#sND PO = .; � ``�� 0 � w ASSESSORS MAP: MAP 216 BSC GROUP
DEC N COMPlONNEENT9.TO o. yw r ca
84 8s.71 o 0 PARCEL: PARCEL 51 6571VIain 5 Unit
R OFI LE: �- BE REMOVED IN
P NOT TO SCALE �\\ 310 CM ACCORDANCE WI - -\ 2 Street,
310 CMR 15.354 � \ �_1 c, ZONING DISTRICT: RESIDENCE F W.Xa1711®uth, Massachusetts
rrvv s ; •�''� BUILDING SETBACKS: FRONT: 30 FT. 02673
FIRST PIPE LENGTH `� WELL �` '•'8 a $RICK WALK Q '+•..,,," SIDE: 15 FT. 778 8919
MANHOLES do COVERS AS REQUIRED TO BE SET LEVEL '� 0 ••. �--- REAR. 15 FT.
(BRING TO WITHIN 6" FOR MIN. 2' �„ -- f S S /�
OF FINISHED GRADE) 36 MAX. COVER '\ ``'`8g�_ �' 101.3. Rp --� ,/' PROJECT TITLE:
12" MIN. COVER . \ MINIMUM LOT SIZE: 87,120 S.F.
2" MIN. 4 PVC (PERF) �•
" ° /24" OAK I n f MINIMUM LOT FRONTAGE: 150 FT.
e- SCHPV 2"-1 8"-3 8" DOUBLE WASHED STONE /
4" P OVERLAY DISTRICT- AQUIFER PROTECTION DISTRICT
! �88 RESOURCE PROTECTION DISTRICT SEWAGE MSPOS�
3/4"-1 1/2" DOUBLE WASHED STONE � � --- '� _ x '� NITROGEN SENSITIVE SYSTEM STEM ®E��I�AV
=A I=C " '87
I-D 6 I-F I_G 9\ _`585$�=OAS u� 5' LIMIT OF y�� ZONE: N/A
• \ `\ 5 O WALL I EXCAVATION ClWili/l , ����
=6 DISOTuTLET Box I E \ 9Q --- -�-_ ` 164.61 � F» FEMA FLOOD ZONE
1500 GALLON H 86.85 �•
PRECAST CONCRETE in BOTTOM EL= \ \� _ DISTRICT: ZONE C
SEPTIC TANK '`" --__ \ e e� PANEL # 250001 0003 C
HIGH WATER EL.=I ` PROPOSED 1,500 GAL ,
SEPTIC TANK PROPOSED 32'x14' J;;,
INV. IN=84.05
INV. OU 83 80 PROPOSED LEACHING FIELD , , f,
D-BOX 33 SPRUCE STREET
INV. IN=83.75 ?fp 8, to 3 (� 3 .. o .. ... ,,
VARIANCES REQUIRED:
INV. OUT=83.58 "'" / - `VV.� 1ID�111[�9�IST�111U�1t�E9.
LOCUS PLAN: NO SCALE
TOWN OF BARNSTABLE BOARD OF HEALTH
LOCAL ONSITE SEWAGE DISPOSAL CONSTRUCTION AND WELL SETBACK REGULATIONS
1) PART XII: WELL REGULATIONS, SECTION 2.00 INSTALLATION OF A PRIVATE
WATER SUPPLY ON A LOT OF 40,000 SQUARE FEET
"THE INSTALLATION OF A PRVATE WATER SUPPLY AND A PRIVATE SEWAGE ' ��; r�`
DISPOSAL SYSTEM ON A LOT CONTAINING AN AREA LESS THAN 40,000 '4 �������� ��9 ���
SQUARE FEET OF BUILDABLE LAND IS PROHIBITED AND IN NO CASE SHALL
' r
A PRIVATE WATER SUPPLY AND A PRIVATE SEWAGE DISPOSAL SYSTEM BE ten `
R
LOCATED WITHIN 150 FEET OF EACH OTHER." I�w�a
�,. < MSFIN PREPARED FOR:
REQUIRED: 150 FT. SETBACK TO PRIVATE WELLS *` avx
PROVIDED: 101.1 FT. MINIMUM SETBACK TO PRIVATE WELLS INo.321t2 _ THOMAS MCGRATH
v rani ';pp;;
M p 33 SPRUCE STREET
r W. BARNSTABLE MA 02668
COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION WELL
310 CMR 15.000 THE STATE ENVIRONMENTAL CODE, TITLE 5 w
> �� �` �\ PROJ. MGR. C. FIELD
2) 15.104: PERCOLATION TESTING NOT>;: �' '
CALL. DESIGN: M. PETRIN
AT LEAST TWO PERCOLATION TESTS SHALL BE PERFORMED AT THE A 3 BEDROOM DEED RESTRICTION HAS BEENV.
CHECK: R. CHAPMAN
DISPOSAL AREA, ONE IN THE PRIMARY AREA IN WHICH THE SOIL RECORDED AT THE BARNSTABLE REGISTRY DRAWN M. PETRIN
OF DEEDS IN DEED BOOK 16321, PAGE 32 do 32 P VMW x
ABSORPTION SYSTEM IS TO BE LOCATED AND ONE IN THE PROPOSED '
RESERVE AREA." Xg:�;.
FIELD: DG / PH
REQUIRED: PERCOLATION TEST
SCALE: 1" = 20 FEET
gM. _ FILE NO. 8469-sep.dwg
PROVIDED: SIEVE ANALYSIS (POLICY #: BRP/DWM/PeP-P00-4) . „ a DWG N0. 5414-01
0 10 20 40 �\ SHEET 1 OF 1
JOB NO 48469 00