HomeMy WebLinkAbout0060 POND VIEW DRIVE - Health 60 PUNDVIEW,DRIVE.,CENTERVILLE
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UPC 12543 p
No....�...?3 O.R..
HASTINGS, MN
y No. �f — �. Fee 5 0 0 0 �-
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1/
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
ftpltratton for Mie;pomY *p!5tem Cunotruction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System O Individual Components
Location Address or Lot No-6 0 P o n d v i e w Drive Owner's Name,Address and Tel.No.
As'�eorts�CfapyP1azCetle ,Mass. Melvin Thacher 60 Pondview Drive
O Centerville ,Mass . 02632
Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—3 3 3 8 Designer's Name,Address and Tel.No. 5 0 8—7 7 5—3 3 3 8
J.P.Macomber & Son Inc . J.P.Macomber & Son Inc .
Box 66 Centerville,Mass . 02632 Box 66 Centerville ,Mass . 02632
Type of Building:
Dwelling g g No.of Bedrooms 2 Lot Size sq. ft. Garbage GrinderN 0 )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 5 5 gallons per day. Calculated daily flow 2 x 110=2 2 0 gallons.
Plan Date - Number of sheets Revision Date
Title
Size of Septic Tank 1500 gallons Type of S.A.S.2-500 gallon chambers .
Description of Soil Loamy sand to meduim fine sand .
Nature of Repairs or Alterations(Answer when applicable) 9 m i t t i ng c e s s p o 1 g t-a 11 a in g
2-900 gallon rhambers packed in 4' ° of stone . 25 ' xl2 ' 10"x2 '
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 Certifi-
cate of Compliance has been iss13
by this d f Hea .
Signed ue B-&qmnL,=�,Z Date 4/8/9 9
Application Approved by Date
Application Disapproved for the o lowing reasons
Permit No. _ Date Issued
TOWN OF BARNSTABLE
LOCATION ® f HIV i/l eo Of SEWAGE # A �
VILLAGE C e.AZ9'C/°V1'Z1-e ASSESSOR'S MAP& LOT
INSTALLER'S NAME&PHONE NO. ..l• !: W A C D t/S eA t .Sou
SEPTIC TANK CAPACITY
LEACHING FACIL=: (type)A—r*�L 0 LAC#/q*(X�size) XD® 6A4
NO. OF BEDROOMS Wo
' -OV6 , Z Oc—
'B �A&
PERMTTDATE: .�' ZI COMPLIANCE DATE: =5
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 aching facility) Feet
Furnished by j /
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2. �'
No. `�� - .�r ? Fee$ 50.00 �
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓
PUBLIC HEALTH DIVISION -TOWN OAF BARNSTABLE., MASSACHUSETTS Yes
ZlppYication for Migw6ar *pgte"m Congtructian i3eriffit
Application for a Permit to Constrpct( )Repair( )Upgrade( )Abandon( ) XXComplete System ❑Individual Components
Location Address or Lot Nob 0 Pondview
ondview Drive Owner's Name,Address and Tel.No.
Cent v Mass. Melvin Thacher 60 Pondview Drive
Assessor sap/P�arce Q
Centerville ,Mass. 02632
Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—3 3 3 8 Designer's Name,Address and Tel.No. 5 0 8—7 7 5—3 3 3 8
J.P.Macomber & Son Inc. J.P:Macombef & Son Inc .
Box' 66 Centerville,Mass. 02632 Box 66 Centerville ,Mass. 02632
Type of Building:
Dwelling XX No. of Bedrooms 2 Lot Size sq.ft, Garbage Grinder,40 )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3 5 5 gallons per day. Calculated daily flow 2 x 110=2 2 0 gallons.
Plan Date Number of sheets Revision Date
Title
Size Septic Tank 1500 gallons Type of S.A.S.2-500 gallon chambers .
DescriptilofSofl Loamy sand to meduim fine sand.
Nature of Repairs or Alterations(Answer when applicable) 0 m-i m i n t r e s s n c c 1 s, T n s t a l a i n g
22-5004allon chambers Packed in 41';of st e` 25 ' x12 ' 10"x2 '
Date last inspected:
Agreeme4t:
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 Certifi-
cate of Compliance has been issuqA by this B f He h. •
Signed Z,
" Date 4/8/9 9
Application Approved b Date
Application Disapproved for e o lowing reasons
a
Permit No. - as Date Issued
T
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTA�BLE, MASSACHUSETTS
-C rtiftcate of Compliance
( G
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( Repaired Upgraded(XX)
Abandoned( )by J.P.Macomber & Son Inc•
at 60 Pondview Drive Centerville Mass . r has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No ?-:1 3.5_dated
Installer J.P.Macomber & Son Inc . Designer J.P.Macomber & Son Inc .
The issuance o Ais permit shall"kh onstrued as a guarantee that the sys ill function as es'gne�
Date cJJ '""' ��yy
Inspecto '
———————————————————.-——— ————————————..
No. Fee 50.00
THE COMMONWEALTH-,OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS x
igogaY-.�pgterrtongtructionerntit
Permission is hereby granted to Construct( ),Repair( )Upgrade Zk.X )Abandon( )
Systemlocatedat 60 Pondview Drive Centerville,Mass .
and as described 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.
d
Provided:Construction must be completed within three years of the date of this permit.,
Date: Approved by '\-
1/6/99
NOTICE: This Form Is To Be Used For the Repair Of Failed
Septic Systems Only.
CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL
WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS)
I,J o s e n h P.Macomber J r . , hereby certify that the application for disposal works
construction permit signed by me dated 4/9/9 9 concerning the
property located at 60 P o n d v i e w Drive meets all of the
Centerville ,Mass, f
following criteria:
The failed system is connected to a residential dwelling only. There are no commercial or business
/ uses associated with the dwelling.
Y The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch.
There are no wetlands within 100 feet of the proposed septic system
There are no private wells within 150 feet of the proposed septic system
There is no increase in flow and/or change in use proposed
There are no variances requested or needed.
The bottom of the proposed leaching facility will not be located less than five feet above the
maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor
rmethod when applicable]
aV If the S.A.S. will be located with 250 feet of an vegetated wetlands the bottom of the proposed
Y g P po
leaching facility will not be located less than fourteen(14) feet above the maximum adjusted
groundwater table elevation,
Please complete the following:
A) Top of Ground Surface Elevation(using GIS information) C)
B) G.W. Elevation ;kiQ +the MAX. High G.W. Adjustment.t/,, _ 4
DIFFERENCE BETWEEN A and B JF
SIGNED : 1 / DATE:
(Sketchp opposed plan of system on back].
q:health folder.cart
1-Distribution box
2-500 gallon chambers
packed in 4 ' of stone . 1 p -��- 0150 1-1500 gallon
1 21 Tank .
Omitting cesspools
i
3
TOWN OF BARNSTABLE.
LOCATION 4�1Q Z�&O� V<l e&j R SEWAGE# ':�'37 •!� 3��
VILLAGE C e Alfe-A 11i��� ASSESSOR'S MAP & LOTS
INSTALLER'S NAME&PHONE NO. M A C Q,Af I OA, t SOAK
SEPTIC TANK CAPACITY Z SQ a
LEACHING FACILITY: (type),2,—FZ t1U.)C&A gsize) rQ0 GAL
NO. OF BEDROOMS
'YUTMHER OR OWNER /���'G (.t�. ✓ L�_ `
PERMITDATE: ALI= ! �. COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
jPrivate 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 1 aching facility) Feet
Furnished by
Y
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D4 WATER SHUT OFF z
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4 JOHN J. PETERCUSKIE
dt JUDITH CAPRA
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4 a LOT 20
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APPROXIMATE 0 9 ACRES f} 3
WATERRh = 24e O LOCATION OF N
PER C-O-MM iF X BULKHEAD O EXISTING SEPTIC idDATED: ' � �� SYSTEM
N H/ W _�� W ' � �y �y �S OUTDOOR COMPLIANCE.SEWAGE 5 to
SHOWER 05-06-99
47.4'
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200.00'
N 88'13'40' W 402.07' Tp 202.07,
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N/F -j
SHARON A. CARLISLE
WENDY L BOEPPLE.
TRUSTEE
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MIERAL NOTES,
1. THE INTENT OF THIS PLAN IS TO DETAL A PROPOSED.
n AMMON
n 2. LOCUS PROPERTY IS SHOWN AS.
ASSESSOR'S WP 229 - PARCEL 040
DEED BOOK 12266 PAGE 259
i PLAN REFERENCE:
LOT 20 0 PLM EIOOK 108 PAGE 9
CL OWNER APPUCANT
i. CHRMW V. MAILER BAYSIDE MUM CO., INC.
60 POND VIEW DRIVE 3 BAYBERRY SQUARE
(L CENTERVILLE, MA 02632 CENTERVILLE, MA 02632
°f PROJECT LOCATION:
60 POND VIEW DRNE
0- CENTERVI 4 MA 02632
4. COMMUNITY PANEL NUMBER 250001 0005 C
THE FLOOD MVSURANCE RATE MAP DEFINES THIS AREA AS
ZONE C, M AREA OF MMUMN. FLOODING.
5. ZONING INFORWTION.
ZONING DISIRICL• RD-1
MINIMUM LOT AREA @ 43,560 SF
MINIMUM FRONTAGE = 20'
MINM UM WIDTH = 125'
°F FRONT YARD SETBACK = 30'
.TON �� SIDE YARD SETBACK = 10'
s a REAR YARD SETBACK
ARE
I
01-14-
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Plan of Land at
60 Pond View Drive
N/F Centerville, Massachusetts
WK N. LANGS PREPARED FOR.
Bayside Building Co., Inc.
TM
_ _Plan of Land -
BA)MR NYE ENGINEERING&SURVEYING
RegisWW ftofessional.
En&eets and Land Surveyors
78 North Street,3rd Floor,Hyannis,MA 02601
Phone (508)771-7502 Fax-(508)771-7622
j
20 0 20 40
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SCALE IN FEET
SCALE: 1" = 20' DATE. 01-23-08
REV. DATE: REMUIRKS
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IMAM NUTAIER
0: 2008 2008-002 SU WRKS 2008=002—OFP.dw
20018-002
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DRAWN BY. KW
DATE, 10/22/07 i
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WINDOW DESIGNATIONS ARE
n _ ANDERSEN WINDOWS. W W_ -1
7. o CONTRACTOR SMALL VERIFY CL
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' LOCATIONS t DIMENSIONS PRIOR _ ('
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W/ TRANS 1 EXISTING WALL 0
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22'_O' i
FIRST FLOOR PLAN ADDITION 522 SQ FT
SCALE: 114" - 1'-O" GARAGE 280 SO FT JOB: 0704
DRAWN BY- KW
DATE: 10/22/07
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2-3' q._6. 2�_3. SHEET 4 OF 5
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FOUNDATION PLAN
SCALE: 114' 1'—O°
4
JOB: 0704
DRAWN BY: KW
DATE: 10/22/07