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HomeMy WebLinkAbout0478 OLD CRAIGVILLE ROAD - Health 478 Old Craigville Road Centerville 0 Oxfford, NO. 1521/3 ORA 10% i f 1 No. .2 002, Sal 7 ems, Fee ✓� 'y� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppricatton for Mf5pogal bpftem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(✓)Abandon( ) CE Complete System El Individual Components Location Address or Lot No. `' /1/4710 fO/V Owner's sNNNaa rme,Address^and Tel.No. / Assessor'sMap/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 3 Type of Building: Dwelling No.of Bedrooms 3 Lot Size �S"Pi'C% sq.ft. Garbage Grinder(Vo Other Type of Building 3 ^ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date 17 ZZM Number of sheets / Revision Date Title , `// 6� / /` �11 Size of Septic Tank _ ��7 �� Type of S.A.S. Description of Soil r: Nature of Repairs or Alterations(Answer when applicable) 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 issued by s B d ea Signed Date Application Approved by 9S. Date I.V2i7ei Application Disapproved for the following reasons Permit No. Z)0 a —,S 17 Date Issued 6 2 �i! No.4-G 0,1.2 S/ car y Fee J" THE COMMONWEALTH 0'M9 ACHUSETTS Entered in cott�Puter: i.r 7 Yes PUBLIC HEALTH DIVISION - TOWN.OF BARNSTABLE., MASSACHUSETTS 01ppfication for Mtgogar *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade(✓)Abandon( ) 51 Complete System ❑Individual Components Location Address or Lot No. 975, ynh gl9�/;' Owner's N/armne,Address and Tel.No. Assessor's Map&arcel O/6 /+/.,q J �//1� �� �el, Z4/09// Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. - 931/ Type of Building: Dwelling No.of Bedrooms 4 Lot Size 1,$"600 sq.ft. Garbage Grinder( �O Other Type of Building f 9)1Ye*_'e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow / gallons per day. Calculated daily flow 3.3© gallons. Plan Date /7 /Z D — . Number of sheets 0 Revision Date Title rl- S' / )f and ae d Z/79' 4/42 Size of Septic Tank / ©� Type of S.A.S. S Description of Soil j 7-?S k /K,9 Nature of Repairs or Alterations(Answer when applicable) It- q.�/ e 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 issued bey t h is Board f-Heal.h. Signed % Date Application Approved by WIN, N fir' S. Date I.?J.22 Application Disapproved for the following reasons Permit No. 2 U 0 2 —.S�/7 Date Issued Jag (I 2 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( Abandoned( )by © �G // / � 4 at 4? ��� /C//QU//lZ" i� / rl�/J/f'/_.I Mbas been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Qd0 17 dated /.Z Installer Designer 3 The issuance of this permit shall not be construed as a guarantee that the systF—will function as/designed. Date 1 11 a 1 u Inspector C`/.._ Y M'. / �y e S --------------------------------------- No. Poo? ` 17 Fee _�W_ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS -igponl *pgtem Congtrurtton Permit Permission is hereby granted to Construct( )Re)air( )Upgrade(✓)Ab� andon( ) System located at Z17 OZ;!� C�`42'A �� //.1� 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 thiis ermit Date:_ 1 a 3 Iu Approved by �kj, IU ! TOWN OF ARNSTABLE LOCATION 1 SEWAGE # VILLAGE ASSESSOR'S MAP &LOT a Y�'O 3 3 INSTALLER'S NAME&PHONE NO.Jzi o, C 1-' SEPTIC TANK CAPACITY / do LEACHING FACILITY: (type) WA-i y5d, (size) NO.OF BEDROOMS ?i BUILDER OR OWNER n�� �c PF 6/ PERMIT DATE: �� COMPLIANCE DATE: 1 °t U 3 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 Feet within 300 feet of leaching facility) Furnished by TOWN OF ARNSTABLE LOCATION a , SEWAGE #0 VILLAGE L ASSESSOR'S MAP & LOT 'a Y7'0 3 3 INSTALLER'S NAME&PHONE N0. v, CovSf SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ti f9 G S- (size)en,7r'l t, NO.OF BEDROOMS ?i BUILDER OR OWNER T A P r fd ?k PERMITDATE: - COMPLIANCE DATE: 1 29 03 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 t v. �'Y ;, ,t-� �. � ,_ �0 b��\ �5`� TOP FNDN. AT EL. 20.8' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN, GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: ARNE H. OJALA, PE 18.3' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN, GRADE 2% SLOPE REQUIRED OVER SYSTEM FARM HILL RD. 15.9 WITNESS: DAVID STANTON RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 12/5/02 I 1$ 8 FOR FIRST 2' < 2 MIN/INCH (EXISt PROPOSED 1500 3' MAX. PERC. RATE = H GALLON SEPTIC , „� 16.25 J/ TEEJ�j 15.1 ' CLASS SOILS P# 10388 TANK (H- 1O) GA5 Cr BAFFLE 1 17' o5. SOUNp VIfW pR. cl c> 14.68' --I ( 14 % SLOPE) �_6" CRUSHED STONE OR MECHANICAL LOCUS---- COMPACTION. (15.221 [2]) 8 0.58' , DEPTH OF FLOW = ( 1 4 P. SLOPE) g' 14,1 Olt ELEV. 4 TEE SIZES: 10 3/4" TO 1 1/2" DOUBLE WASHED ONE - 1].0' 0" A 14.5' INLET DEPTH OUTLET DEPTH = 14" LOAM 5' FILL 18" 1OYR 2/1 LOCATION MAP NTS FOUNDATION---- 19 SEPTIC TANK 8' D' BOX 4' LEACHIt1G B"84 LS ASSESSORS MAP P 247 PARCEL 33 FACILITFACILITYINSTALLER TO CONFIRM LOCATION AND ELEVATION OF ALL BUILDING SEWERS PRIOR TO 1OYR 5/3 WELL; MIW 29 INSTALLATION OF ANY PORTION OF SEPTIC SYSTEM "43SE ADJ. WATER AT EL, 9.1' 30 12 O' ZONE B/C ADJ: AVG. OF 3.5' AND 4.7' (4.1') C C CMS M/C SAND 2.5Y 6/6 2.5Y 6/6 114" OBS. WATER 5.0' BENCH MARK - TOP OF CONC. BOUND. ELEVATION = 20.5 „ „ 144 5.0 120 4.5' NO WATER NOTES: + 20.0 � �I- 20.5 � 20.5 � � 1. DATUM is ASSUMED SEPTIC ;GAPCAGr D!Sc)o ER_!s_ NOT -ALLOWED .� EXISTING, M_INK tPAL INATER _IS DESIGN FLOW. 0 3 BEDROOMS (110 GPD) 330 GPD 3. MINIMUM PIPE PITCH TO BE 1/$" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 9'7 ' US 7 A GPD DESIGN FLOW 330 G O _I SEPTIC TANK: 330 GPD 5. PIPE JOINTS TO BE MADE WATERTIGHT. � O 2 . (�) = 1485 1�,� 0 1�. 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ° 3t + ti� I USE A 1�00 GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V, �(+ 1 20s LE<.CHING 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT �20 �O 19.a SIDES: - 2( 7.25 + 10,83) (.74� = 41.2 TO BE USED FOR ANY OTHER PURPOSE. P VED\ W 20.8 0 19.0 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \ \ a' �9 BOTTOM: 37 25 x 10.83 (.74) - 298.5 .4+ \D VE \ EXIST. DWELL. � 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \ C' 19.7 TF 20.8' 19.7 TOTAL: 459 S.F. 339.7 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. OVER �' \ 19. �c9 USE 5 STANDARD INFILTRATORS WITH 4' STONE AT CA UTILS + .2 + 6 SV: S AND 3' AT ENDS )10. PUMP & REMOVE (OR FELL W/CLEAN SAND EXISTING SEPTIC SYSTEM H 1 \ DECK �'S,.. ,- `✓ LOT zA LEGEND TITLE5SITE PLAN 8.1 7,500t SO. FT. /J + 16.2 -1'4 + + 1s.3 100.0 PROPOSED SPOT ELEVATION OF ' $ 6 2 478 OLD CRAIGVILLE ROAD 100x0 EXISTING SPOT ELEVATION r00 / 's S 100 IN THE TOWN OF: gyp, / 5' REMOVAL OF UNSUITABLE SOIL REQUIRED PROPOSED CONTOUR ( HYANNISPORT) BAR I V STABLE / + 14.0 AROUND PERIMETER OF LEACH FACILITY, / + 14.6 DOWN TO SUITABLE SOIL LAYER. REPLACE 100 EXISTING CONTOUR +-T4.4 �� OO WITH CLEAN MED. SAND. PREPARED FOR: BO RTO LOTTI CONSTRUCTION/FAUCHER-WALL 20 0 20 40 60 14 - _w4+ 14.0 BOARD OF HEALTH IN DE AREASHOWNXTO MITIGATE AGAINST ER APPROVED DATE MA SCALE; 1 " = 2o' DATE: DECEMBER 12, 2002 + 13.7 CHANCE OF BREAKOUT. TOP AT ELEV. 15.1' off 508-362-4541 fox 508 362-9880 I d ng own cape engineering, inc, �`�" of Mqs `tN of ,yq AR NE �y� � CIVIL ENGINEERS H• n ARNEH. �G u OJALA OJALA LAND SURVEYORS 9 No 2 48 z CIVIL No.30782 92--379 939 main st, yarmouth, tea 0267 __�s�o At f .� �FCISTE4 �i� /1 N'0 111.0 �A ,,�I/�N'I� t Ihi