HomeMy WebLinkAbout0087 BUCKWOOD DRIVE - Health 87 BUCKWOOD DRIVE
Hyannis `
A 272, 093
I�
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No. 3 1 � Fee v
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ( w�
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
ftphtation for Misposal *pstrm CDnstruttion 3permit
Application for a Permit to Construct Y�, Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. 'Z77 &cxj,-A DQzvE Owner's Name,Address,and Tel.No.
Lo'r 9 3 NyAn^i S
Assessor'sMap/Parcel 2Za Iq LI h✓J Oe&(
Installer's Name,Address,and Tel.No. 1 r3 L , ,..w.! ST' Designer's Name,Address,an Tel.No.
2%!;l C�Lw•ti�ur� l{c►wy Er+ST .,+a.sl.aw.
Type of Building:
Dwelling No.of Bedrooms Lot Size ft. Garbage Grinder( )
Other Type of Building 5�� �c (:A,^,,(st No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) I (, gpd Design flow provided Z 3 0 . (e gpd
Plan Date ])1 l [ J 20 13 Number of sheets t Revision Date
Title `a-1 e,
Size of Septic Tank S'i�� CjW t4—i v Type of S.A.S. STu,.R. 36 -H L &is
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.
Signed Date 1/ /1 1 2i i?
Application Approved by Date 0
Application Disapproved by Date a
for the following reasons
Permit No. +�. 7 ��— Date Issued t
No- (3 _ Fee
THE COMMONWEALTH OF MASSAC4USETTS Entered in computer �.
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
2ppfitation for Nsposal Opstetn Construction Aerntit
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) 54complete System ❑Individual Components
Lvgaton AVress or Lot No. 'i57 8vc�-o A b9ZW' E Owner's Name,Addres ,and Tel.No.Omer,`r o 4c k e -�.c c 4
4l .�
9
Y,a n/1i5
Assessor's Map/Parcel 2'7 a 4 3 ✓1 �r�s L
Installer's Name,Address,and Tel.No. 1 i 3 Lo.n vu,* / 51 Designer's Name,Address,and Tel.No. •L- th S gum
C4�,w,(,t E� ,St> t t� C l�t�'fi� vLJ4 2�sS`+ G✓�va��er✓7 Il�,w1 ens,
,
Type of Building: 1`
Dwelling No.of Bedrooms ` �' Lot Size (J101-7 sq.ft. Garbage Grinder( )
` Other Type of Building No.of Persons " Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.re711
ired (1 gpd Design flow provided z 3 (o gpd
"kPlan Date ))1 �2-0 r 3 Number of sheets Revision Date
} L Title g 1
Size of Septic'Tank D G v+i t - Type of S.A.S. l;. s. 5 r fr erRc L, g 36 4 Yam;,
Description of Soil
4 U
Nature of Repairs or Alterations(Answer when applicable) N-24,J
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.
Signed/ ~•,.,5 ... Date
Application Appro,, i4by I r Date 1 q
Application Disapproved by Date
for the following reasons i
I
Permit No. . ° 7 Date Issued 1
t
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliante
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed ), Repaired( ) Upgraded(' )
Abandoned( )by I&,
at '�L1 w has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. U(3 Y ldated ! `�
Installer t C� v iy•-r) -L Designer C- C�(1��0%,
#bedrooms �� -! /°��1�` Pd� Approved a flow 1 r� gpd
The issuance of th artsall of construed as a guarantee that the syste w c' �as
ne . q
Date Inspector
-------------------------/i-(------------------------------------------
-
No. �O `/� (J ------------------ -------------------------Fee---//-(- `� --------
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposar 6pstent Coustruttion 3perutit
Permission is hereby granted to Construct(4}- Repair( ) Upgrade( ) Abandon( )
System located at y�'t w O V 2 ��"� ► y�►L 5
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
\Provided:Cons cti/on must be completed within three years of the date of this permit. t
Date j /t//� _ Approved by Lt
4f
C �PC/ JT PPI-C �J� 5 J' �q'Ji,v� �(�c�����r:t vtp { o•C
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2/26/2014 05:01 5082730367
Town of Barnstable
Regulatory Services
Thomas F.Geiler,Director
' Public Health Division
KU& ,
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508.790-6304
Date: �'2 6�(y Sewage Permit# 0l0(— Assessor's Map/Parcel E 93
Installer&Designer Certification Form
Designer: SC Enytneeccnq , Yric Installer: GaQ '�d e Cdt kre((se.5 t-Le.
Address: 255y�c Hiahw�_ Address: —153
Eask Wor Oft o�n , NR o253259 B LS4P6E MA oar s
On 1 t"I "A o l 3 G4P�t�i�l; �Se��as issued a permit to install a
(date) (installer)
septic system at 8� &0c"aad Pr(-de— based on a design drawn by
(address)
�Tc_ eggmeec•rl� , Tnc, dated III M3
(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. Stripout (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. Stripout(if required) was inspected and the soils
were found satisfactory.
rn o0
�\o (<'-�' /- CHUB N
MI .,
(In a er's ign ur JR u
<r y
Ace
esigner's ignatur =AT.THDM
p Here)
PLEASE RETURN TO BARNSTABLE PUBLICN. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
gaofrice formsWesignereertirlcation form.doC
Do)=: 1 r 237 v H26 12-24-2013 10:23
BARNSTABLE LAND COURT REGISTRY
DEED RESTRICTION
Whereas,Joao L. Junqueira and Richard M. Capen,Trustees of J and R Nominee Trust,
under declaration of trust dated march 30,2004,and filed with the Barnstable Registry District of
the Land Court as Document No. 1,072,944,of 153 Commercial Street,Mashpee,Massachusetts
02649,are the owners of Lot 35,as shown on Land Court Plan No. 35404-A,filed with the
Barnstable Registry District of the Land Court, located at 87 Buckwood Drive,Barnstable
(Hyannis),Barnstable County,Massachusetts(hereinafter,the"Lot'); and
Whereas,Joao L. Junqueira and Richard M. Capen,Trustees of J and R Nominee Trust,
under declaration of trust dated march 30,2004, and filed with the Barnstable Registry District of
the Land Court as Document No. 1,072,944,as the owners of the Lot,have agreed with the To Aqi
of Barnstable Board of Health to a restriction as to the number of bedrooms which can be
included in any home built on the Lot as a pre-condition to obtaining a disposal works
construction permit in compliance with 310 CMR 15.000, State Environmental Code,Title V,
Minimum Requirements for the Subsurface Disposal of Sanitary Sewage;and
Whereas,the Town of Barnstable Board of Health,as a pre-condition to granting a
disposal works construction permit fora 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 constructed on the Lot be put on recorded with the Barnstable County Registry of
Deeds and/or the Barnstable Registry District of the Land Court,as applicable,by recording this
document.
Now,therefore,Joao L. Junqueira and Richard M. Capen,Trustees of J and R Nominee
Trust,under declaration of trust dated march 30,2004, and filed with the Barnstable Registry
District of the Land Court as Document No. 1,072,944,do hereby place and impose the
following restriction upon the Lot in accordance with his agreement with the Town of Barnstable
Board of Health,which said restriction shall run with the land and be binding upon all successors
in title:
The dwelling constructed upon the Lot shall contain no more than one(1)bedroom unless
and until it is connected to the municipal sewer or the Board of Health of the Town of Barnstable
permits otherwise.
Property Address: 87 Buckwood Drive,Hyannis,Massachusetts
For title,see Certificate of Title No.202286.
C�
Executed as a sealed instrument this 23 day of- ��e-ew. e ,2013.
J and R N '�e Trust
By:
Jo o ira,Trustee
By:
chard M. Capen,Vustee
COMMONWEALTH OF MASSACHUSETTS
Barnstable,ss.
r� \
On this 2-5 day of `��e.'.�b� r ,2013,before me,the undersigned notary
public,personally appeared Joao L. Junqueira and Richard M. Capen,personally known to me 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,as Trustees of J and R
Nominee Trust.
PHILIP MICHAEL BOUDREAU
Notary Public
Commonwealth of Massachusetts ,0i8 Notary Public
My Commission Expires JANUARY 12,2
My Commission Expires:
Daa: 1 r 237 v 826 12-24-2413 10:23
BARNSTABLE LAND COURT REGISTRY
DEED RESTRICTION
Whereas,Joao L. Junqueira and Richard M. Capen,Trustees of J and R Nominee Trust,
under declaration of trust dated march 30,2004,and filed with the Barnstable Registry District of
the Land Court as Document No. 1,072,944, of 153 Commercial Street,Mashpee,Massachusetts
02649,are the owners of Lot 35,as shown on Land Court Plan No. 35404-A, filed with the
Barnstable Registry District of the Land Court, located at 87 Buckwood Drive,Barnstable
(Hyannis),Barnstable County,Massachusetts (hereinafter,the"Lot"); and
Whereas,Joao L.Junqueira and Richard M. Capen,Trustees of J and R Nominee Trust,
under declaration of trust dated march 30,2004, and filed with the Barnstable Registry District of
the Land Court as Document No. 1,072,944, as the owners of the 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 home built on the Lot as a pre-condition to obtaining a disposal works
construction permit in compliance with 310 CMR 15.000, State Environmental Code,Title V,
Minimum Requirements for the Subsurface Disposal of Sanitary Sewage;and
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 constructed on the Lot be put on recorded with the Barnstable County Registry of
Deeds and/or the Barnstable Registry District of the Land Court,as applicable,by recording this
document.
Now,therefore,Joao L. Junqueira and Richard M. Capen,Trustees of J and R Nominee
Trust,under declaration of trust dated march 30, 2004,and filed with the Barnstable Registry
District of the Land Court as Document No. 1,072,944,do hereby place and impose the
following restriction upon the Lot in accordance with his agreement with the Town of Barnstable
Board of Health,which said restriction shall run with the land and be binding upon all successors
in title:
The dwelling constructed upon the Lot shall contain no more than one(1)bedroom unless
and until it is connected to the municipal sewer or the Board of Health of the Town of Barnstable
permits otherwise.
Property Address: 87 Buckwood Drive,Hyannis,Massachusetts
For title, see Certificate of Title No. 202286.
� Y
r� 1
Executed as a sealed instrument this 23 day of 2013.
J and R N i e Trust
By:
Jrala_Q
ira,Trustee
By:
chard . Capen, stee
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss.
\
On this Z`3 V. day of 2013,before me,the undersigned notary
public,personally appeared Joao L.Junqueira and Richard M. Capen,personally known to me 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, as Trustees of J and R
Nominee Trust.
PHILIP MICHAEL BOUDREAU
Notary Public
Commonwealth of Massachusetts Notary Public
My Commission Expires yANUARY 12,2015 My Commission Expires:
TRUSTEES' CERTIFICATE
We,Joao L. Junqueira and Richard M. Capen, of 153 Commercial Street,Mashpee,
Massachusetts,under oath,do depose and say as follows:
1. That we are the sole trustees of J and R Nominee Trust,under declaration of trust dated
march 30,2004, and filed with the Barnstable Registry District of the Land Court as
Document No. 1,072,944;
2. That said Trust has not been revoked or amended and that the same is still in full force
and effect.
3. That we have been duly authorized and directed by all of the beneficiaries of said trust,to
sign, seal,acknowledge and deliver the Deed Restriction affecting property situate at 87
Buckwood Drive,Barnstable(Hyannis),Barnstable County, Massachusetts,being more
particularly.shown as Lot 35 on Land Court Plan No. 35404-A,title to which is evidence
by Certificate of Title No. 202286.
4. That all of the beneficiaries of said trust are individuals,are not minors,are competent
and are operating under no constraint or undue influence.
SUBSCRIBED AND SWORN to under the pains and penalties of perjury this 2g day
of 1�5er e,�Ae/ ,2013.
Joa rustee of J and R Nominee
T st
77N�4D�
Ric `rd M Capen,T t e,Trustee of J and R
in Trust
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss:
On this 2� day of 2013,before me,the undersigned notary public,
personally appeared Joao L.Junqueira and Richard M. Capen, as Trustees of J and R Nominee
Trust,known to me personally to be the persons whose names are signed on the preceding or
r
attached document,and,after being duly sworn, attested to the truth of the matters above-
subscribed,before me.
Notary Public
My Commission Expires:
.PHILIP MICHAEL BOUDREAU
Notary Public
Commonwealth of Massachusetts
My Commission Expires JANUARY 12,2018
BARNSTABLE REGISTRY OF DEEDS
(CL)"T t—rA(Gr—Z.aUDij D2
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CONTRACT Customer Net Campbell,Ladanno Customer Sloature
Frazer,Xeyon ""
SKETCH Contract.Date 87 Buckwood Dr ,�:", Sales Reprtsentative Signature
Hyannis,MA 02601 t
ATTACHMENT Customer Phc 508-292-9505 '� Contract Frig& 4 75�
t --8.. 7..._ ..,_g..._la tl S.IE�n17. •Iaul/q:!.LIat71e�+�19 'xT2�f�'^.F22�."27' 2/�n29 2E ,27�2B P��20 31 ]2 37 31 35 30 37 30 39 10 012n,.A3 11 45 19 17 IB 49 60 fit 6S 63 SI 65 50 67 SB 59 a9
2 3 1
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I
NOTES - -Each box equals one fool unless otherwise noted.This sketch Is a good faith
representation of the work to be done,It Is understood that all dimensions
derived from this sketch are approximate,and that all locations of outlets,light
fixtures,plugs,jacks and/or switches are subject to change If necessary.
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CONTRACT Customer Nat pbepbe Camll,Ladanna Customer Sitzhature
Frazer,Keyon
SKETCH67 Buckwood Dr Contract Date Sales Reprgs"ntative Signature
ATTACHMENT Customer Ph( Hy509-292-9505annis, 601 ;.�.�
-. Contract Prime 34 75G
1 2 3 4 _._6..:._7— - 9.^+40••r.41�. ,lYngnl3rsq/, .15,T+.L18 1?�6.—+.'Y9. 20'`.'4`-2 22OLM123: 24^t^R25 26,i'.Z7 28 -30 31 32 33 31 35 35 37 38 39 40 41 4b .43 44 <5 46 47 48 49 60 61 52 53 54 55 55 57 50 59 e0
tlwlf i e5t53 1
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29 30 — —I_ .'_. I I _ ...1 ' i. _ I - _ I_ i
32
3sNOTES: Each Each box equals one foot unless otherwise noted.This sketch is a good tailh-
representation of the work to be done,it Is understood that all dimenslons
derived from this sketch are approximate,and that all locations of outlets,light
fixtures,plugs,jacks and/or switches are subject to change if necessary.
y
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Town of Barnstable.
°pIME t Regulatory Services
Richard V. Scali, Interim Director
- 1 lARNSTABLE, * Public Health Division
MASS9^ 1 ,fig -
ArEp3,�s Thomas McKean, Director
200 Main Street,Hyannis,MA 02601.
Office: 508-862-4644. Fax: 508-790-6304
Homeowner Certification Form for Alternative Systems
Property Address: $ -1 3vchwa0(j '7��V-� Iv!r ✓ V�k t
Assessor's Map\Parcel:
Property Owners Name: !Z yUo T SST
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
J ❑ 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)
❑ 19�I have been provided with the Owner's Manual
❑ YI have been provided with the Operation and Maintenance Manual
❑ Imo' 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
El For 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)
E ❑ If the design does not provide for the use of garbage grinders,the restriction is understood
/ and accepted
19 El "ether 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 ��Vt now T✓-�f U46 agree to comply with all terms and conditions above.
Property Owners printed name
nerty Owners Bignature Da e
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.doc
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( v S T (i✓ o� I rL k r�—� 1 ,5bri
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TOWN OF BARNSTABLE
LOCATION 97 dv c kwood Aria!, SEWAGE#
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VILLAGE Nv s ASSESSOR'S MAP&PARCELo22-7 cod 9.3
INSTALLER'S NAME&PHONE NO.<;t,, ,-de_— En-s<zgmimc. L[C- Mr-1177 077
SEPTIC TANK CAPACITY /TOO 6a�
LEACHING FACILITY:(type) 8AR1Z 3!0 NoDIr-fiUS size) 9,!q r X t-b
NO.OF BEDROOMS
OWNER 1V�Ze,vn
PERMIT DATE: j ��(� 3;. COMPLIANCE DATE:
Separation Distance Between the: Al a G '�d`'"44,e'-
EnCQLn- ,Ca at
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /0?610 Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) ','VIA Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within ,/ ,{
300 feet of leaching facility) /" Feet
FURNISHED BY CAQC-WLg-
_ IiIJYE�Iy1IU�
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TOWN OF BARNSTABLE
LOCATION ; 1P o C.k W o o d �' SEWAGE #
VILLAGE AIW n 11 i--h ASSESSOR'S MAP & LOT r��oT—d93
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BbT:DEI-QR OWNER .l C�tS 4 �/ICtS IipC'C��I
PERMIT DATE: 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
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TOP OF FOUNDATION = 65.50' PROVIDE EXTENSION RISER INISH GRADE OVER D-Bo x 6 2_5'_+ 4"SCHEDULE 40 PVC FINISHED GRADE OVER BIODIFFUSERS= 62.5' - 62.9' GENERAL NOTES
WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER @ MIN. SLOPE 1% INSPECTION PORT WITH ACCESS SLOPE @ 2% MIN. 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISHED GRADE OUTLET TO WITHIN 6'OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE BOX TO WITHIN 3"OF F.G. METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
@ FOUNDATION = 64.00' F.G. OVER TANK EL.= .6-3.-0'+ 5" DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES.
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
20"MIN.ACCESS 9"MIN.
COVER(3 TYP.)- DESIGN ENGINEER.
PROP. SCH.40 36"MAX. MIN.
3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PVC SEWER PROP. SCH.40 36"MAX. MIN. SYSTEM UNLESS OTHERWISE NOTED.
PVC SEWER 36"MAX. TOP OF SAS I B.O. 59.90'
2-DROP MIN. 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
MIN.SLOPES 1% 6' 3'
- 3-DROP MAX. 3" MIN.SLOPE @ 1% L 19'± PROVIDE WATERTIGHT ELEVATION =59.90' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
*6-
�IIN SLOPE@ 1% 4"PVC IN FROM JOINTS C[y - 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
60.501 r S
14" SEPTIC TANK 4" PVC OUT TO 1.33' "TYP THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
60-001 OLEACHING FACILITY (TYP.) 16"
P.
0 i i n10.75Yj' TYP 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
60.25 12- o-rl [EMNIEMNIE 'WE A
4�" OUTLET TEE 59.67 / 12" 6" 59.50' - 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
59.47-1 58.57' (LAID FLAT) �_2.875'(34.5-)_� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
\-GAS BAFFLE 6"CRUSHED STONE 5.0' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
tw M�3 OVER MECHANICALLY (TYP.) NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
11.6'TO FND. COMPACTED BASE 5'MIN. AND DESIGN ENGINEER.
6" CRUSHED STONE 5 0.01
OUTLET DISTRIBUTION BOX - 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. ELEVATION OF 62.14'
TO BE INSTALLED ON A LEVEL STABLE ESTABLISHED ON A NAIL SET IN UTILITY POLE AS SHOWN ON PLAN.
OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.- < 52.50'
COMPACTED BASE PIPES TO BE LAID LEVEL. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK BIODIFFUSER (PROFILE) BIODIFFUSER (END VIEW) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LENGTH 10'-6' WIDTH 5'-8" DEPTH 5'-8" (Dimensions per Wiggin CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
SEPTIC TANK PROFILE Precast Coip., Pocasset,MA) DISTRIBUTION BOX DETAIL ARC 36HC (#3616BD) BIODIFFUSERS TO THE DESIGN ENGINEER.
NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
--------- 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
0 UN A TEST PIT DATA TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
14160 APPROPRIATE AUTHORITY.
PERC NO. PERC NO. 14160
INSPECTOR: David W. Stanton, R.S. I
I INSPECTOR: David W.Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
THEY SHALL WITHSTAND H-20 LOADING.
C.S.E.APPROVAL DATE: Oct. 1999 C.S.E.APPROVAL DATE: Oct. 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
MAP 272 e1i DATE: October 8,2013 DATE: October 8, 2013
61-_ LOT 94 TEST PIT#: 1 TEST PIT#: 2 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
♦ MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
ELEV TOP= 64.00' ELEV TOP= 64.00'
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
ELEV WATER= <53.50' ELEV WATER= <53.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
PERC RATE <2 min./inch PERC RATE= 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
• SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
Cl)
0
U') S79.11,50-E PROP. 1,500 GAL. LOCUS E3/T. DRIVE Ir DEPTH OF PERC 36"-54" DEPTH OF PERC 16. PROPOSED PROJECT IS LOCATED WITHIN:
6 a SEPTIC TANK
z
z TEXTURAL CLASS: 1 TEXTURAL CLASS: I ASSESSORS MAP 272 PARCEL 93
:5 MAP 272 V 62 61 xT 61xl' VIP -
6 0:0 OWNER OF RECORD: WILLIAM J. & LINUS DEASY
LOT 181 NY-( Benchmark • 9
6 x : sa 0. 0. ADDRESS: 29 ROBERTS ROAD
Nail Set in U.P. 64.00' 64.00'
62x5' W 61 xT GUYWIRE C3 ;1X1' Elev. =62.14' AJE Loamy Sand A/E Loamy Sand MANCHESTER, CT 06040
Approx. M.S.L. 10Yr 3/2"I�' LV - 4' 63.67' 4" 63.67' FEMA FLOOD ZONE C
0. Qq
216 a 0 • B Loamy Sand B Loamy Sand COMMUNITY PANEL# 2500010005 C
-62-,_ 1 OYr 5/6 1 OYr 5/6 17. DEED REFERENCE: L.C.C.49546
0) • • 36" 61.00' 36" 61.00' 18. PLAN REFERENCE: L.C. PLAN No. 35404-A
0.0' PROP. "D-BOX"
Perc
62x5' ONE 2 0 4 19. ZONING DISTRICT: RC-1
'
• 54 59.50 GROUNDWATER PROTECTION OVERLAY DISTRICT
62X8' LOT AREA= 10,087 S.F.
REQUIRED PROPOSED
6�331 Medium Sand Medium Sand FRONT SETBACK= 30'MIN. 31.0'
CO C 2.5Y 6/6 C 2.5Y 6/6 SIDE SETBACK 15'MIN. 29.6'
B.H' 63 P4 V (5-10%gravel) (5-10%gravel) REAR SETBACK 3 15' MIN. 23
63x0' CO 62 61 x1l' (loose) (loose) BUILDING HEIGHT= 30'MAX.* < 30'
6.0, 63 0 LOT COVERAGE"= 15% MAX."** 16%(1,613 s.f.)
63 31. NATURAL STATE = 30% MIN. 30%
LOCUS PLAN -
0 co #87 3.61 CONVENTIONAL DESIGN SAS EQUIVALENT
TREE (TYP) 0 iz: Q_ PROPOSED (2.875'w x 0.90'd x 40.0'1 trench = 187 s.f. SCALE: 1"= 1000' *Or 2 1/2 stories,whichever is lesser.
V_: 1�Q LU I;f 1-BEDROOM a. C; **Lot Coverage includes the gross ground floor area of all buildings and all impervious surfaces.
ec"211� CV (D effective leaching area provided-, which is > 126"1 53.50' 126-1 53.50'
0) C5 DWELLING 148.6 s.f. required) I ***Or 2,500 square feet,whichever is greater.
FFE = 66.60' C� X - (/) No Mottling, Standing or Weeping Observed i NO Mottling, Standing or Weeping Observed
0
0
C BFE 58.00' TEST PIT DATA TEST PIT DATA
1j M 1(0_5.5' DESIGN DATA LEGEND
TOF 65.50' co
Co
PROP. TOTAL 8 ARC 36HC BIODIFFUSERS PERC NO. 14160 PERC NO. 14160
INSPECTOR: David W. Stanton, R.S. INSPECTOR: David W.Stanton, R.S.
63x8' 8.0, NUMBER OF BEDROOMS (DESIGN) 2 50x0 EXISTING SPOT GRADE
MAP 272 DESIGN FLOW 110 GALIDAY/BEDROOM EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. 50 - - -
LOT180 24,0, PROP. INSPECTION PORT C.S.E.APPROVAL DATE: Oct. 1999 C.S.E.APPROVAL DATE: Oct. 1999 EXISTING CONTOUR
0
Nt I TOTAL DESIGN FLOW 220 GALIDAY
co Q5 DATE: October 8,2013 PROPOSED CONTOUR
0- C3 DATE: October 8, 2013
TP2 TP1 w = DESIGN FLOW x 200 % = 440 GAUDAY
64xO' 62x4' TEST PIT#: 3 TEST PIT#: 4
ir- D/H/W EXISTING OVERHEAD UTILITIES
_64- 64x0' USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP= 63.00' ELEV TOP= 63.00' II/H/W PROPOSED OVERHEAD UTILITIES
2.9r *PROPERTY SHALL BE RESTRICTED TO 1 BEDROOM ELEV WATER= <52.50' ELEV WATER= <52.50'
auk C) GAS PROPOSED GAS LINE
MAP 272
BASED ON THIS SEPTIC SYSTEM DESIGN ONLY. PERC RATE <2 min./inch PERC RATE
a 64x2' aft
PROP DEPTH OF PERC DEPTH OF PERC W-W PROPOSED WATER LINE
LOT 93 DRIVE INSTALL 8 - ARC 36HC (#361613D) BIODIFFUSERS 40"-58"
10,087±S.F. TEXTURAL CLASS: I TEXTURAL CLASS: 1 TEST PIT LOCATION
-LLJ
SYSTEM CAPACITY
PROPOSED 1,500 GALLON SEPTIC TANK
M CV) �10.0' 0. 0"
(TOTAL L.F.OF BIODIFFUSERS)(7.79 SF/LF)(0.74 GPD/SQ.FT.) GPD 63.00' 63.00'
C)
C\1 0 Loamy Sand Loamy Sand PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
A/E A/E
(40.0')(7.79 SF/LF)(0.74 GAUSQ.FT.) 230.6 GAL. LEACHING I DAY 1 OYr 3/2 1 OYr 3/2
(0 tk OP LU 6' 62.50' 6" 62.50'
S _j 62x8' ❑ PROPOSED DISTRIBUTION BOX
C14 Loamy Sand Loamy Said
0 0 NA."r LU TOTALS: B B
64x5' > I OYr 5/6 1 OYr 5/6 0 PROPOSED ARC 36HC(#3616BD)BIODIFFUSER
W Cn
L? u TOTAL NUMBER OF BIODIFFUSERS: 8
CONVENTIONAL DESIGN SAS EQUIVALENT 40" 59.67' 40" 59.67'
af LIJ TOTAL NUMBER OF COUPLINGS: 0
0 1 1
(8.63'x 21.2'field = 183 s.f. effective leaching area > C) >- TOTAL LEACHING AREA: 311.6 SQ.FT. Peirc DATE BY PAPP DESCRIPTION
L\
provided; which is > 148.6 s.f. required) (o If <
TOTAL LEACHING CAPACITY: 230.6 GAL./DAY 58" 58.17'
0
co LL. 0
S76 '40-,e 63x2' 0 PROPOSED SITE PLAN
_71' _63- 96.89, PREPARED FOR:
64, LU Medium Sand Medium Sand
C C JOHN 1 L CAPEWIDE ENTERPRISES
2.5Y 6/6 2.5Y 6/6 CHURC *
ILL JR
TR ED NOTE: (5-10%gravel) (5-10%gravel) NO, 8066
EFFECTIVE LEACHING AREA OF 7.79 SF/LF OBTAINED FROM THE (loose) (loose) LOCATED AT
63x4' DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER
CERTIFICATION FOR GENERAL USE ISSUED TO INFILTRATOR 87 BUCKWOOD DRIVE
SYSTEMS, INC., ISSUED ON JUNE 3, 2013 (LAST REVISED AUGUST 22, HYANNIS, MA 02601
MAP 272 63x4' 2013). TRANSMITTAL NUMBER=X235253.
NOTES: LOT 92 63xO' 126"1 1 52.50' 126"1 1 52.50' SCALE: 1 INCH 10 FT. DATE: NOVEMBER 11, 2013
J'ok 0 5 10 20 40 FEET
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH No Mottling, Standing or Weeping Observed No Mottling, Standing or Weeping Observed
SEPTIC SYSTEM COMPONENT. `14
RESERVED FOR BOARD OF HEALTH USE JOHN L. PREPARED BY:
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE CHURCHILL JR. JC ENGINEERING, INC.
CIVI
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN NO. 807 2854 CRANBERRY HIGHWAY
ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT EAST WAREHAM, MA 02538
CONSISTENT WITH TEST PIT DATA.
SITE PLAN 508.273.0377
3.) PROPERTY IS LOCATED WITHIN A GROUNDWATER PROTECTION OVERLAY DISTRICT. SCALE: 1"= 10' Drawn By, MCP I L_D Designed By:MCP Checked By:JLC JOB No.2564
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