HomeMy WebLinkAbout4275 MAIN ST./RTE 6A(BARN.) - Health E
MAIN ST.NSTABLE350 006
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{ TOWN OF BARNSTABLE
LOCATION `� �� �.`� �►R �
SEWAGE #
VILLAGE C C&m M&Qu t ro ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY I S V
LEACHING FACII.ITY: ( ) ��LY t.����5 (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
j Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet-of leachingfacility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
(. Furnished by. .,
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TOWN QFBARNSTAPLE
LOCATION (off a1l'� cl SEWAGE #
VILLAGE CELm M AQ ui o ASSESSOR'S MAP & LOT " 7006
INSTALLER'S NAME&,PHONE NO. _MRMAK&
SEPTIC TANK CAPACITY 1ST
LEACHING FACILITY: ( ) 'XY ,5 (size)
NO. OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE: f
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 44
within 300 feet of leaching facility) Feet >
Furnished by
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No. _Z� �S 7 Fee $ 5 0.0 0 J
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNS.TABLE., MASSACHUSETTS
ZIpprtcattou for Mtoogar *r5tem Com5tructton j3ermtt
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( )XPj Complete System ❑Individual Components
Location Addressor Lot No. 7 5 Route 6 A Owner's Name,Address and Tel.No. 3 6 2—2 5 9 3
Cummaqquid,Mass. 02637 James Hinkle
Assessor'sMap/Parcel Y �_� 0 (5 4275 Route 6A Cummaquid,Mass.02637
Installer's Name,Address,and Tel.No. — — 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 X No.of Bedrooms 4 , Lot Size sq.ft. Garbage Grinder( )
Other Type of Building, No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 462 gallons per day. Calculated daily flow 4 X 1 1 0=4 4 0 gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank 15 0 0 + Box Type of S.A.S.3 6 X2 3 X 3.5
Description of Soil Clay at tie feet. Performing dig out. 5 ' aLL
around. 135 yards of impervious soils to be removed and replaced
with clean perkable sand.
Nature of Repairs or Alterations(Answer when applicable)Omitting cesspools. Cave in took place
Installing 1 -1500 gallon tank 1 -Distribution box 3- 500 gallon leaching
chambers packed in 4 ' of 11" stone. Performing 5' dig out all around.
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 iss ed by this o d of Health.
Signed Date 8/3/0 0
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued
50.00
No. � �S °.-ri....�.-,. Fee /
x THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
_ PUBLIC HEALTH pIVISION -TOWN OF BARNSTABLE.,MAS$ACHUSETTS
Ofpprication for Ziopogal *pgtem Construction Permit
.r Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( )XK Complete System ❑Individual Components
Location Address or Lot No.4 5 Route 6A Owner's Name,Address and Tel.No. 3 6 2—2 5 9 3
Cymmauid,Mass. 02637 James Hinkle
Assessor's Map/Parcel v�d C) 4275 Route 6A Cummaquid,Mass.02637
Installer's Name,Address,and Tel.No. — —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
r
Type of Building: ti.
Dwelling X`No.of Bedrooms : 4 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building` No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 462 gallons per day. Calculated daily flow 4 X 11 =4 4 0 gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank 1500 ¢ Box Type of S.A.S.3 X2 X35.5
Description of Soil Clay at Jme feet. Performing dig out;. 5' aLL
around. 135 .yards of impervious soils to be removed and replaced
with clean perkable sand.
Nature of Repairs or Alterations(Answer when applicable)omitting cesspools. Cave in took pace
Installing 1-1500 gallon tank 1 -Distribution box 3- 500 gallon leaching
`chambers packed in 4 ' of 1 " stone. Performing 5' dig out all around.
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 iss ed by this.4Boayd of Health.
Signed Date 8/3/0 0
Application Approved by `} ''f _ Date
Application Disapproved for the following reasons
Permit No.
R Date Issued
COMMONWEALTH OF MASSACHUSETTS
�PARN STAB LE,fMASSACHUSETTS
Certifi°ate of Compliance �' `
THIS IS TO CERTIFY,that the On site Sewage Disposal System Constructed( )Repaired( )UpgradeAXX)
Abandoned( )by J.P.Macomber & Son Inc.
at 4275 Route 6A Cummaquid,Mass. has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer J.P.Macomber & Son Inc. Designer J.R. acomber &,.,Son,,Inc. /?
The issuance of this pe t4' s r11 no be construed as a guarantee that the siystemf�''�ill fu atio�s.�ash/designed:
Date Xj Inspector
t �e
S. i2 too dv
No. �.�7/?J --1�/Sr 7 Fee$ 50.00
THE COMMONWEALTH OF MASSACHUSETTS
35-b 1006 PUBLIC HEALTH DIVISION . BARNSTABLE., MASSACHUSETTS
Miqu;at *p5tem Construction Permit
Permission is hereby granted to Construct( )Repair( )UpgradeYX )Abandon( )
System located at 4275 Route 6A Cummaquid,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.
Provided:Construction must be completed within three years,of the date of this a it.
Date: Approved by
►' _ _ �
W99
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)
); Joseph P.Macomber Jr. hereby certify that the application for disposal works
construction permit signed by me dated 8/3/0 0 concerning the
property located at 4275 Route 6A Cummaquid,Mass. meets all of the
following criteria:
• The failed system is connected to a residential dwelling only. There are no commercial or business
uses associated with the dwelling.
• 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 Abe located less than five feet above the
maximum adjusted groundwater table elevation. (Adjust the groundwater table using the Frimptor
method when applicable)
• If the S.A.S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed
leaching facility will M 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) �r I S—
B) G.W. Elevation ,` +the MAX, High G.W. Adjustment.
DIFFERENCE BETWEEN A and B S— 1
SIGNEDrop DATE: 8/3/0 0
(Sketc osed plan of system on back].
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