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HomeMy WebLinkAbout0416 SCUDDER AVENUE - Health 416 Scudder Ave 288-011 : Hyannisport —7 I �I 0 �j TOWN OF BARNSTABLE LOCATION LI 1/ S C UM.21- CR U f_ SEWAGE # VILLAGE 1 l-��Bnt<S �O .�- ASSESSOR'S MAP& LOT °'01(/ INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I 9AQn � fiGt n LEACHING FACILITY: (type) f 1-y �.30 eCha cc NO.OF BEDROOMS , BUILDER OR OWNER PERMITDATE: f�` ` 9� COMPLIANCE DATE: '" Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 lea` ing facility) Feet Furnished by 2 O � � .� .. � - �� x ` i i � o _ ���� S �� �� . �Y � �/ / �� (n-- I f i I � r., i /! No. s._.__. . � - Fee$ 50.00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION v TOWN OF BARNSTABLE, MASSACHUSETTS Rppfication for 3i6pogaf *pgtem Congtruction Permit Application for a Permit to Construct( )Repair(X)o Upgrade( )Abandon( ) XXComplete System O Individual Components Location Address or Lot No. 416 Scudder Ave Owner's Name,Address and Tel.No. HyqnapWe4rt,Mass. 02647 David Brown 02647 Asse orsMap e 416 Scudder Ave Hyannisport,Mass . Installer's Name,Address,and Tel.No.5 0 8—77 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,lass. 02632 Type of Building: Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder(X0) Other Type of Building RES No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 44 0 gallons per day. Calculated daily flow 3x110=33 0 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank ' 5 n n Type of S.A.S. 4-33 n RPhar g e r s Description of Soil Loamy sand to mPdi um Gand to fine sand - Nature of Repairs or Alterations(Answer when applicable) Omit Cesspool, Install 1-1, 0 0 gall p n tank, 1-Distribution box,4-330 Rechargers . Min. 2. 5 ' Stone all around. Drip pipe within the rechargers. 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 a d not to place the system in operation until a Certifi- cate of Compliance has been issue by this ar�f Signed a Date Application Approved by 6 Date Application Disapprove for the following reaso Permit No. Date Issued ..... ,tiv .r^*-gyp'''; .-ri .,' . ,e , r '.-♦ .... �W�^✓e.:..�;.,-:..,,;'.�s.'.. .. .r `*..r ti- � 5 0.0 0 Vv.., J ..sue_..... No. �/ / Fee 900 i T14E COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN`OF BA NSTABLE., MASSACHUSETTS fg 01ppricationJor M , ogal 6 4tem (ongtructfon Permit � Application fot a Permit to Construct RepairUpgrade Abandon ) XxCom lete S stem ❑Individual Components ' PP (. ) P (Al(X Pg ( ) 4 � ( P � Y P , t Location Address or Lot No. 416 Scudder A0re Owndr's Name,Address anAel.No. Hyannisport,Mass. 02647 Dav 'd' Brown' 02647 " Scudder Ave -Hyannisport,Mass. Assessor'sMapfParcel• 416 Installer's Name,Address,and Tel.No.508-775-3338 Desi ner's Name,Address and Tel.No. 508-775-3338 J.P.Macomber & Son Inc. J.9.Macomber & Son Inc. Box 66 Centerville,Mass . 02632 Box 66 Centerville,gass. 02632 Type of Building: Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder(NO) Other Type of Building RES No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 440 gallons per day. Calculated daily flow 3x1 1 0=330 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 1 500 Type of S.A.S. 4-330 Rechargers Description of Soil Loamy sand to medium, sand to fine sand. r Nat reoffRe ai or Alterations(Answerwhena licable) Omit Cesspool. Install 1-1500 allon ank, li'-Distribution box,4-330 Rec argers. Min. 2. 5 Stone all Drip pipe within the recriargers. 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 issu d by this oar'f , a lh. oe Signe a Date 1 1.14 f 96 Application Approved by L-e(— A6 Date Application Disapproved for the following reaso 1 Permit No. Date Issued —————————————————————————————---------- THE COMMONWEALTH OF MASSACHUSETTS BARN.STABLE, MASSACHUSETTS r (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded,(,XX) Abando ed( )by J.P.Macomber & Son Inc. at 416 Scudder -vve yannisport,Mass. as e n construct-d in accordance with the jovisio of Ttle 5 and th ,for Dt•�, osal System Construction Perrrw� dated Installer , .P.Momlber & �on 121c. Designer `I " ' acoID er �C Son nc. The issua ce f thi t shall t be anstrued as a guarantee that the s .s rIr i function a d ed.� Date 7 1"�'. � g inspect f t ----------------------------- -5tS.T0 No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mitpo!6a1-*p2;tem Con5tructfon Permit. Permission is hereby r nted to Construct( )Repair( )Upgrade�XTAbandon( ) Systemlocatedat 4g Scudder Ave Hyannisport, ass . and as described in the above Application for Disposal System Construction Permit. The applicant r cognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constr ction completed within three years of the date of ins it. v Date: Approved by 0i 5-330 Rechargers ® TaOk Gallon Septic 1-Distribution box. 416 Scudder Ave Hyannisport,Mass . QF SKEJOI AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PEimi n, mrrI-lOUT DESIGNER PLANS ,,Joseph P.Maeomber Jr llcr�by certify that the application for disposal works construction permit signed by rlle d.lted 1 lL4,,L96 , concerning the property located at 416 Scudder Ave Hyanni sport,Mass meets all of the following criteria: • There are no wetlands within 300 feet of the proposed septic system • There are no private wells within 150 iect of the proposed septic system • The observed groundwater table is ,t feet or greater below tile.bottom or the leaching facility • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. SIr 'r' ? DATE: 11 /4/96 LICENSED SEPTIC SYSTEM INSTALLER IN THE'I'01YN OF BARNSTABLE NUMBER 1.. lt's. �;c propo:c� s)jmii. Also if the licellsed lllstFlller posesses a certifier{plot plan,