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Home My WebLink About0103 CHILDS STREET - Health 103 Childs Street Centerville A __249 .004 Sim ur UPC 10259 ' No.H—.�0 HASTINGS, YH T 'No. 0,00;L— 57(o Fee 5��✓ ! THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pp[ication for )Diopogal *potent Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( )X$5,Complete System ❑Individual Components Location Address or Lot No. 1 0 3 Childs Street Owner's Name,Address and Tel.No.M i c h a e l A. Kelly Centerul,117,Mass. 02632 103 Childs Street Assessor's Map arce laq 1_60y Centerville,Mass. 02632 Lot 10 �C'1 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—9 7 0 0 J.P.Macomber & Son inc. Ronald J. Cadillac P.O.Box 258 Box 66 Centerville Mass 02632 West Yarmouth,Mass. 02673 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Sandy loam to medium coarse sand. Nature of Repairs or Alterations(Answer when applicable) Omitting cesspool, Installing 1 -1500 gallon septic tank. 1 -distribution box and two 500 gallon leaching chambers packed in 4 ' of 1 " stone. 25 'X12. 83X2 ' 349 GPD 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 thp Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss d by !deal t Signed Date 1 2/7/0 2 Application Approved by U } C Date Application Disapproved f the following reasons Permit No. Q.00 vZ— 5-76 Date Issued `02—�0— �t "No. a00a- S / ( - Fee$50.00� '// 4..1j V F Entered in computer: �; THE COMMONWEALTH OF Mt. ASSACHUSETTS Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for Migozal *pstem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( )X�_3_tComplete,System ❑Individual Components Location Address or Lot No. 103 Ch i6il s Street Owner's Name,Address and Tel.No.M i chae 1 A. 'Kelly Centernpjl ,Mass.02632 1'03 Childs Street T.Assseesssor'sOMap arce a� y-0111-I tenterville,Mass.026132 r � Installer's Name,Address,and Tel.No.5 0 8—7 7 5-3 3 3 8 9 Designer's Name,Address and Tel.No.5 0 8—7 7 5—9 7 0 0 J.P.Macomber & Son inc. Ronald J. Cadillac P.O.Box 258 Box 66 CentervillgeMass.02632 West Yarmouth,Mass.02673 Type of-Building: Dwelling XX No.of Bedrooms 'A Lot Size sq.ft. Garbage Grinder t Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Sandy loam to medium coarse sand.. Nature of Repairs or Alterations(Answer when applicable) Omitting cesspool. Inns to l l i ncr 1-1500 gallon septic tank. 1 -distribution box and two 560 gallon leaching chambers packed in 4' of 1 " stone. 25 'X12.83X2 '�, 349 GPD 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 thug Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this �oaard f ealth Signed /. Date 1 2/7/0 2 Application Approved by ! a....� e _ Date Application Disapproved M the following reasons X Permit No. a 00 a - 5-76 \Datelssued r ——— -----------------------— ———————————— — . THE COMMONWEALTH OF,MASSACHUSETTS t BARNSTABLE, MASSACHUSETTS Certificate of Compliance TI4IS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired.((XX)Upgraded( ) Abandoned( )by J.P.hlaeomber & Son Inc. at 103 Childs Street Centerville,Ma§ll, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. :Z o,)?-57 6 dated f.?- Installer J..P_Macomber & Son inc_ Designer Ronald J. Cadillac,PLS,RS The issuance of this permit shall not be construed as a guarantee that the systemC`s t11 function as designed. Date i�1 !710 2-- Inspector 'tom� �^'• A No. a0�`a�- S 7/ — —----------------------Fee$50.00 _ t�QJ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEi MASSACHUSETTS 'XIM.5pogar *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair(X.X)Upgrade( )Abandon( ) Systemlocatedat 103 Childs Street 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: Construction must be completed within three years of the date of this permit` n Date: I a— 0— Ua Approved by ` ,ems. -c!/ L o G j TOWN OF BARNSTABLE LOCATION / b 3 C /` d s '� SEWAGE # yoa VILLAGE C 7 e f' 10/ le . ASSESSOR'S MAP & LOT d y INSTALLER'S NAME&PHONE NO. T /V A C ® mot e t� a eV SEPTIC TANK CAP�CITY LEACHING FACILITY: (type) -' R y �' L S (size) f " NO. OF BEDROOMS .A BUILDER OR OWNER +dn U t PERMITDATE: 0 CO LIANCE DATE: 12 0 2 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by %0 , V � I ICJ` s s 3t e0 _"®' �. o 7— TOWN OF BARNSTABLE Fc- LOCATION / ® C N/1. D S 51' SEWAGE # ;�o0a—S76 F VILLAGE C e/t/ V 1//e ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. J 41 A C 0 44 ,6 e t� t S o.,V SEPTIC TANK CAPACITY O Jr CIO LEACHING FACILITY: (type) P A y Ly e L L S (size) /3 f A,�- � NO. OF BEDROOMS 3 BUILDER OR OWNER i" U PERMITDATE: LJ--0 CO LIANCE DATE: 12 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 NO e 1 s 3F i l JOB NO. B02-09 NOTES Kelley4.dwg We s U) 1. LOCUS IS A.M. 249, PARCEL 004. t MOin t N 2. ELEVATIONS SHOWN ARE ASSIGNED. S. 6 N/F 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. Long °- 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) co THAYER & LYONS 51:0 . MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. Pond s `, 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 6 m 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". ° o m 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW N o `4 29.68 D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOT TO rt 30.0 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE i'irn) BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. e St. ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP N 85'42'10" E 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 142.80' 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. L 0 T 10 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 c IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 28 1 21 2 0 0± S. I 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(29.5 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. BENCH MARK--CORNER OF 0 A layer 10yr 3/3 9.5 MIDDLE STEP = 30.52 ASSIGNED _ TEST HOLE DATE: June 24, 2002 7" sandy loam ate-� NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator 1 ARE PROPOSED WITNESSED BY: Not required B layer 10yr 5/6 PERC RATE: <2'-00"/inch (C layer) sandy loam SOIL SURVEY(1993): Carver coarse sand (10% gravel) 29.3 PAVED DRIVE GEOLOGIC MAP(1986): Barnstable plain deposits 34" 26.7 X lJ / C layer 2.5y 5/4 Z 29 Invert A 28.36f Invert 26.75 52"� c� 2 DRY WELLS m d. coarse sand Invert B 28.28f e n o :: Z -x 'fl- T- Proposed Invert 26.33 15� ravel ry 29o. .5 \ Exist. Cast Iron P ( gravel) 30.7 r3o 5 Proposed o ao ' 30.0 S=3/8' 9" min. cover 27.0=Top Conc. I 30,21 30.38 I Proposed S=3/16"eft 26.7=Top Peastone �J C W it t I I Invert 27.007 1500 Gal. -� 30.3 GO I Ln I I Proposed - - - - 30 35 v, I � I � 24" no water z 30.24 I 126" 19.0 3 3 r rn 12 Invert 26.50 24.2 Invert 26.20 N/F B I ( 6" Stone Or compact Proposed Proposed 5.2 Bottom clean out p I 14 A-48 I ( _ :: 30O '� 1 1NI 6' TOWN OF w �� I C 4' B_43' -16 1 1 6' Bottom TH1=19.0 BARNSTABLE C) If rn < DESIGN DATA .. ...... 0.may,'_ 30.00 BEDROOMS: 3 ..... ® �8.'y , A / + ��LF GARBAGE GRINDER: No LEACH AREA T / 0.01 REQUIRED CAPACITY: 330 GPD - 0 SEPTIC TANK: 1500 GAL. USE 2 DRY WELLS WITH 4' OF STONE 29.76 BOTTOM LEACHING AREA: 320.7 SF ALL AROUND FOR A 25 LONG BY 1 h + 12'-10" WIDE BY 2' DEEP LEACH AREA. z p� [(25' X 12.83')] 0`� �$ - clean out 9.8 SIDE LEACHING AREA: 151.3 SF LA TH 1 [2(12.83'+ 25') X 2' DEEP)] N CO. O 0 29 DESIGN CAPACITY: 349 GPD � F I [(320.7 SF + 151.3 SF) X .74 GPD/SF] 10, 0 9.79 136.97' O S 85-42'10" W BENCH MARK--TOP & CENTER OF N/F CAUTION--UNDERGROUND ELECTRIC! WOOD STAKE= 28.89 ASSIGNED KNIGHTS (31'-4" OFF CORNER HOUSE) SITE PLAN FOR THIS PLAN A VALID COPY ONLY IF IT BEARS MICHAEL A. KELLEY & PEGGY A. KELLEY AN ORIGINALL RED STAMP AND SIGNATURE. �LEGEND I III jNOFMgSsgc \5NOFMgS61 LOT 109 103 CHILDS STREET, CENTERVILLE, MA ti TEST HOLE LOCATION, NUMBER R s °� NALD �s W WATER LINE MARKINGS 0 C 0 ES N SEPTEMBER 24, 2002 SCALE. 1 "=20' T-- UNDERGROUND TELEPHONE LINE MARKINGS -6 GAS LINE MARKINGS ��# 1060 35 0# G Al x 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) S'gNITAR P (q�0 SUR\J EXISTING CONTOUR RONALD J. CADILLAC, PLS, RS g- PROPOSED CONTOUR 2� 6 PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 0 UTILITY POLE (IF SHOWN) P.O. BOX 258 ® EXISTING DRAINAGE CATCH BASIN WEST YARMOUTH, MA 02673 FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT AP ROVAL DATE (508) 775-9700 C 2002 BY R.J. CADILLAC PAGE 1 OF 1