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HomeMy WebLinkAbout0019 WILLOW RUN DRIVE - Health 19 WilloW Run Drive Centerville A = 210 052 o0l No.C�R �► �o- NASTINOS YN TOWN OF BAMSTABLE vOi:ATIONIF WILLOW A�'UN OX SEWAGE # .2 o 0:2 - ;Zr.3 'VILLAGE C eAl-r Nr V ILL C /p ASSESSOR'S MAP & LOT 210-fJS-2. INSTALLER'S NAME&PHONE NO. I A C CJ ,M P 5 0/V SEPTIC TANK CAPACITY Z, rQ Q LEACHING FACILITY: (type) 1Q Y W e L L`s (size) 2 S NO. OF BEDROOMS. BUILDER OR OWNER Logy ke PERMITDATE: 0 _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 Wedand and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by F 1 n ` So r� �• -10 \ ec V t area Nn. Fee-�S� $ 50. 00 a s' .. / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 11 Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppficatfon for Miglagal Opgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( )X XJ Complete System ❑Individual Components Location Address or Lot No. 19 Willow Run Drive Owner's Name,Address and Tel.No. Centerville ,Mass. 02632 Raymond S . Locke Assessor's Map/Parcel Same i s USA 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—4 2 8—0 0 5 5 J.P.Macomber & Son Inc . �- -_Yankee Survey Consultants P.O. Box 265 Industry Road M&M 02648 Type of Building: Dwelling XX No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 348 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 15 0 0 ' + box Type of S.A.S. 2 5 'X 12 ' . 8"X 2 ' .Description of Soil Sandy loam—loamy -and—mPdi iim fine sand with ai 1 t— medium sand. Nature of Repairs or Alterations(Answer when applicable) Omitting two cesspools . Installing 1-1500 gallon tank—l—Distribution box . 2-500 gallon leaching chambers . 25 'X12 . 8 '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 issu d by t 's o of alth. Signed Date 6/17/0 2 Application Approved by 44 Date / (1 Application Disapproved fort following reasons Permit No. Q y O a—�2,53 Date Issued 64 We2 ,. ? 50.00 :o. U U _ Fee THE COMMONWEALTH OF MASSACH:US'ETTS' Entered in computer: Yes PUBLIC HEALTH--.DIVISION -TOWN'OF BARNSTABLE, MASSACHUSETTS " Zfppricatign for Migpogar *pgtem �Congtruction Permit V Application for a Permit to Construct( '):.Repair( )Upgrade( )Abandon( )X X1 Complete System ❑Individual Components Location Address or Lot No. 19 Willow Run Drive Owner's Name,Address and Tel.No. Centertille,Mass.0:2632g `10"kaymond S. Locke Assessor's Map/Parcel.., Same Installer's Name,Address,and Tel.No. 0 8'' 7 7 5—3 3 3 8 Designer's Name,Address and Tel.No.5 0 8—4 2 8�0 0 5 5 J.P.Macomber & Son nc. Yankee Survey Consultants P.O.Box 265 Industry Road M&M 02648 Type of Building: Dwelling X X No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) „ Other Fixtures 4tv Design Flow 348 gallons per day. Calculated daily flow gallotiZ-" k Plan Date Number of sheets Revision Date " Title ' Size of Septic Tank 1500 + box Type of S.A.S. 25'X12 ' 18"X2 ' Dlion of Soil Sandy loam loamy sand medium fine nand with si 1 t 'i me. m sand. Natu of Repairs or Alterations(Answer when applicable) Om i t t th ti Q two cesspools. Ins� ling 1-1500 gallon tank-l-Distribution box. 2-500 ga on`-' eaching chambers.25'X12.8 'X2 ' Date la 'h-pected: AgreeAk : .. 'Ke dersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accorrdance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- Cate ofFPotpliance has been issu d by t `s of of alth. Signed Date 6/17/0 2 l Application Approved by Date 6 / 7102 Application Disapproved for th following reasons Permit No. Q Q 0 D_ -,2,5:� = Date Issued G 7102 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgradecl`(XX Abandoned( )by J.P.Macomber & Son Inc. at 19 Willow Run Drive C e n t e r y i l l e.Mass. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �200 dated Installer J.P.Macomber & Son Inc. Designer Yankee Survey The issuan e f thi permit shall not be construed as a guarantee that the sy�willfu as designed. Date t _ Inspector 4­-)' i --------------------------------------- No. Don 2_ -R Fee$50.00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpoga[ *pgtem (Congtruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade(X X)Abandon( ) System located at 19 Willow Pun Drivr 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. Provided:/Construc ion must be completed within three years of the date of this it. Date: CJ 1� U2 Approved by TOWN OF BARNSTABLE > C LOCATION l 9 U) 1 L L Q W 1 U N IJ Rr SEWAGE# VILLAGE C e Al`1" ex V iL L e ASSESSOR'S MAP & LOT 21 D-ys 2 INSTALLER'S NAME&PHONE NO. �• /Yl A CJ /t't r 2 R SEPTIC TANK CAPACITY �© O LEACHING FACILITY: (type) ��. v We L L`s (size) 2 S-- x 13 NO. OF BEDROOMS 3 BUILDER OR OWNER L a�ke PBRMITDATE: 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 I within 300 feet of leaching facility) Feet Furnished by I -7r AV' ea✓ �� LVILLoW Av.N LJP. BENCHMARK POP OF GARAGE FOUNDATION. E'L. = 100.5' CENTER VILLE SET AQ o A.M. 210150 — _ _ o rn �N FENCE' — — - 176' 76 % _ 12'2 b, LOCUS N \ ° ' " -�� \\ t1'a GREAT AR5,3 ROAD N \ - Cl_ ` 18'9 W ROUTE 2 10 622-____--__-_?� LOCUS MAP - 1 cp HO USE-______________ a� p14ALT I _ w =_-_--=_-= - - -—------------ - PLAN REF 191/47 �R1VE ,,,_-' cA _____-=#1 _----_---� - - 16 0 ZONING.• ..RD-1.. FLOOD ZONE: "C" --------------_- --_ ___ _ - - �` PANEL 1250001-0005-G -__- DATE. 8119185 w SEPTIC UPGRADE PLAN 94.4`� A. M. 210152 w o AREA=19,9L2f SF --00 PROJECT LOCH T/ON O ` 1 S � --- CATCH 19 WILLO W RUN DRIVE A.M. 210151 1 TOP OF CATCH BASIN BASINS CENTERVILLE,, MA. �� ELEV=100' APPL/CANT.• 40"E RA YMOND S. LOCKE _ 20*0 d 1 _ YANKEE SURVEY CONSULTANTS PAWS, P.O. BOX 265 v; c' + a=• L; UNIT 5, 40B INDUSTRY ROAD Wa aRucE :%., xt" MARSTONS MILLS, MA. 02648 oHYG' PH./508 428-0055 — FAX/508 420-555J No. 749 ILL SCALE. 1"=20' IDA TE.• 411102 F71STE� SIN/TAa�P REV.• REV.• JOB NO. 53033 SHEET I OF .2 - r� EL. =_1_00._5' MP OF FTJUNDATION 20' MIN. VENT REQUIRED 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC MIN. P/7rH 118 PER FT. 27LAYER OF 1/8"-1/2" ♦ � / / B:l/AX ' '' ' e;VAX � . , / CONCRETE COVER EL=99 WASHED S717NEEL=101 j / / ♦ / ♦ i i i i / / i{/AX/ ♦ i ♦ / / / / / i i i ♦ (� 4" CAST IRON PIPE 6 6 pO H 4,� MINIM T NAX CLEAN �y RISER SAND FLOW LINE RT 1"0" INVE96.9(EXIST.) MIN. 14" —Z O' 00 0 0 0 0 0 0 0 °° EL._----__ CAS INVERT 6" SUMP LEVEL o 0 0 0 0 0 0 0 0 INVERT BAFFLE EL.= 95.75 INVERT INVERT o o o =93 EL.=96 EL.=_95.5_ EL.=-95_3 - INVERT 15_0_O _GALLONS DISTRIBUTION EL. _ -1 Box PROPOSED SEPTIC TANK ?1'I BE WATER TESTED 25' X 12.8' TRENCH FORMATION O � IF MORE THAN ONE OUTLET PLACE ON 6" S719NE SOIL ABSORPTION DOUBLE WASHED STONE SYSTEM (SAS) NO OBSERVED WATER TABLE (2121102) ELEV.=84 PROFILE OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE OBSERVATION HOLE EL=96.5' PERCOLATION RATE <2 MIN. INCH 9 48" l DEPTH HORIZ TEXTURE COLOR MOTT. OTHER .I ha 0-18" A SANDY LOAM IOYR 3-2 18"-36" B LOAMY SAND IOYR 5-6 36"-84" Cl MEDIUM SAND IOYR 6-6 PERK 4' .WITH SILT 84"-150 C2 MEDIUM SAND IOYR 7-4 GENERAL NOTES NO WATER ENCOUNTERED 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOIL TEST TITLE 5 AND THE TOWN OF _BARNS'T.ABLE---- RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. BRUCE G. MURPHY , R S. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT 710 DATE OF SOIL TEST 212I 02 SOIL TEST DONE BY WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 3) ALL THSTANDNENTS OF THE SANITARY NG H-10 LOADING UNLESSYSTEM SHALL BE THEY ARE UNDER ORABL WITHIN B.O.H. AGENT DA VID STANTON DESIGN CALCULA TIONS.* 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 3 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4VOMBER OF BEDROOMS . . . . . . . . 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL GARBAGE DISPOSAL . . . . . . . . . NO BE MORTERED IN PLACE TOTAL ESTIMATED FLOW 5) NO DETERMINATION HAS BEEN MADE AS TD COMPLIANCE WITH INSTALL TWO (2) ACME 500 GALLON 330 GAL/DA Y DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS 719 CHAMBERS WITH FOUR FEET OF DOUBLE ( 110-_GAL/BR./DAY x _3__ BR.) OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. PROPOSED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR WASHED STONE ON SIDES AND ENDS IS TO CALL 'DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS 25' X 12.8' SOIL' CLASSIFICATION . 1 PRIOR 717 COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE 2 MIN 7) CONTRAC719R IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT,LOADING RATE . . . . . 74 CALIDA DAY/S.F. SITE CONDITIONS PRIOR 719 COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 348 GAL/PA Y 8) PARCEL IS IN FLOOD ZONE___C"__---. RESERVE LEACHING CAPACITY . . . 348 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP 210 PAGE 52 (25 X 12.8 X . 74)+(25 + 25 +12.8+12.8 X . 74 X 2) 10) EXISTING CESSPOOL 719 BE REMOVED OR PUMPED AND FILLED SHEET 2,OF 2 JOB NUMBER__ 53033 ______