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HomeMy WebLinkAbout0374 BISHOPS TERRACE - Health 374:Bishops. Terrace Hyannis A =250 074 i II �. i P, I I i i i .l- U a aL Clo -17 K:t'a fi ,�u,Yi @.'.� �C";`"3 —ems...• . d l d l!1 (� c M TOWN OF BARNSTABLE, Z&6.:► ZZ 1 LOCA'%ION 7�-� ��g�rsT� ��rrS.t SEWAGE# 2a\ VILI..- %Ya;RS ASSESSOR'S MAP&PARCEL !15,0 -07 4/ INSTALLERS NAME&PHONE NO. ®a�n �..0 L,o Ste- 7-Z � { SEPTIC TANK CAPACITY \wo v LEACHING FACILITY: (type) � C-"A6z (size) NO. OF BEDROOMS 3 OWNER -` '��!1 u►�� PERMIT DATE: COMPLIANCE DATE: 0 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 .A, Ce o Q All N � +o V No Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplicotion for aigpo al *pgtem Construction Verralt Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑ Complete System ndividual Components Location Address or Lot No. 7 Owner's Name,Address,and Tel.No. Assessor's Map Installer's Name,Address,and Tel.No. lrCi Designer's t4une,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms _ / Lot Size i 7Y� sq.ft. Garbage Grinder Other Type of Building / ce No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date ` 0- Number of sheets Revision Date Title .S r/x-,Ge J Size of Septic Tan _ ype of S.A.S. 7i ©l9 Q�9e%S' Description of Soil 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 Certificate of Compliance has been issued by this Board of e igned �� Date Application Approved b Date Application Disapproved by: Date for the following reasons Permit No. (>)(0 C i Date Issued No. V 1 . r FeeIV l THE COMMONWEALTH OFjMASSi 6 SETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Di5tl0$al i§pItem Conttructfon 3permit Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑Complete System Ei individual Components Location Address or Lot No. 3 -7 C, Q� Owner's Name,Address,and Tel.No. 2 �` � - - :�+. Assessor's Map/parcel Installer's Name,Address,and Tel.No. Designer's N e,Address and Tel.No. Type of Building: a. Dwelling No.of Bedrooms Lot Size 4?&'/ 7'75'. sq.ft. Garbage Grinder r Other Type of Building lC "Ce No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required), �,�� gpd Design flow provided 33,e: gpd s Plan Date 5_ s'/P16 Number of sheets Revision Date Title S 5i Size of Septic Tank/ AZr2/,19 pl7� -�,I'%57 zi Kype of S.A.S. 0 _A0;1 Q x°/.$ 4 � Description of Soil 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 Certificate of Compliance has been issued by this Board of ealt . I igned Date / Application Approved b t Date' Application Disapproved by: Date for the following reasons Permit No. C Date Issued S i{ —————————————————————————————-————————— I THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS r Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage D/isp^osal System Constructed ( ) Repaired ( ✓) Upgraded ( ) Abandoned( )by at 17 V /_�Z1 6_AA has been constructed in accordance with the prov •o'ns of Title 5 and t e,for Disposal System Construction Permit No. � Off` dated . 2 . Installer` �C� t Designer t J #bedrooms Approved design flow 1330 gpd The issuance of this permit shh/all n /be o strued as a guarantee that the system w• func ' as esi ed. Date p 6��l4 g Inspector g ———————- - —————————————————————————--—l—s�————— No. Fee / yO THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=i.5po!5al,,p!5tem Construction Permit Permission is hereby granted to Construct ( Repair (✓) Upgrade ( ) Abandon ( ) System located at 3 7 t12,1'/ 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 condi�this • Provided: Construction,mustp/e completed within three years of the date Date 2`_ 1� Approved by 5/� FROM :down cape engineering inc FAX NO. :15083629eeO Jun. 09 2006 09:11AM P1 Town of Barnstable Reguiatory Services Thomas F.Geiler,Director _ ,SAW � Public Health Division ,„id• Thomas MCKeao,'Direttor 2o0 Main Street,Hyanni%MA 02601 Office: 508-862-4644 F'ax: 508-740-634� Installer& Desien~er Certification Form Date: (o Sewage Permit# ®2aoA�a 2,21 Assessor's MapTareel D / r � r Designer. 0 �. �. tram Installer: toe* 0 ffj �+`o��•l 0 a• Address: 1` Q, C !r • Address: On j"-M-06 �cyJ��u J was issued a permit to install a (date) �7 (installer) septic system at�/ Alf o based on a design drawn by (address) G -r w a, a- dated (deli er) I Certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or 4 certified as-built by designer fc follow. c§' ARNE H yG OJALA , (Installer's Signature) S CIVIL No. 30792 0/8-T sS10NALMW _ esigner's Si e) (.Affix Taeslgner's Stamp Hcre) PLEASE RETURN O BARN5TARLE PUBLIC HEAL DCVISION. ERTIF7CATI; OF WWWANCE WILL NOT BE 1,9SUED I I KOTH -THIS FOB" AND AS-BUILT Alto RE RECEIVED BY THEBARNUABLF PUBLIC HlirA1J�TH D1y1SCON. T NK YOU. Q:licalthJSeptioDeSitner Certification Fonn 3.26-04.dcic FROM :down cape engineering inc FAX NO. :15083629880 Jun. 09 2006 09:12AN P2 RENCH MARK - CORNSA OF CONC. PATIO ELEV. 72.4 0 CARDEN LOT f I f 20,778* SO. FT, PATIO PAVED DRIVE , Ia � � } �3 rye ols��.alc; TOP O FMa rr;g iy LP x 14" OAK x.� s SE IC M BOLT, �� a6-a7t LOCATION 374 BISHOPS TERRACE, HYANNIS SCALE 1 1• = 30, DATF 16/7/06 PREPARED FOR: REFERENCE MAP 250 PARCEL,74 Bf)RTLO CUNTR4l1 REGISTRY REF BOISS T ARN E H. eff SM-362-4541 0JA � r 5nH ifi2_Wn o No.26348 Jpwn cape engineering, inc. F s j CTvTL FNGYNE:E:RS (���►�BfsT_�_� suR; Y LAND SURVEYORS -- 939 main st, yarmok4tM, ma DATE - _ REG, LAND SURVEYOR SYSTEM PROFILE NOTES c� TOP FNDN. AT EL. 73.5 ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) 1. DATUM IS APPROXIMATE NGVD Qr oG�& 2 ACCESS COVER (WATERTIGHT) TO WITHIN 6" OF FlN. GRADE 2. MUNICIPAL WATER IS EXISTING eco /F72 MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM69.0 71.T INSTALL INLET 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. \*EXIs TEE I OUTLET INVERT FOR FlRST 2RUN PIPE LEVEL 2 DOUBLE WASHED PEASTONE ,TING �- *EXISTIBOVE NG 1000 3 MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO �� GALLON SEPTIC �= H- 10 ��' EXISTING TANK (H- 10 7 AS t 66.0' �° e % y�o� BAFFLE 55.47' �� 65.3 O 0 0 0 0 0 I-] O 5. PIPE JOINTS TO BE MADE WATERTIGHT. LOCUS o`a rah n265. ' m 0 0 0 0 0 0 0 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITHo6" CRUSHED STONE OR MECHANICAL 0 (] O O O 0 0 ' MASS. ENVIRONMENTAL CODE TITLE V.' COMPACTION. (15.221 [2D 00 ED O CO 00 0 Q 63.2' Route 28 DEPTH OF FLOW = 4 (8.5 % SLOPE) ( 1 % SLOPE) 7. THIS PLAN IS FOR PROPOSED WORK ONLY'AND AND NOT TO TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE` BE USED FOR ANY OTHER PURPOSE. INLET DEPTH =10" SCALE 1' _ 25,000' OUTLET DEPTH = 14 " 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. FOUNDATION EXISTING SEPTIC TANK 57' D BOX 10, LEACHING 5.7, 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION ASSESSORS MAP 250 PARCEL 74 *THE INSTALLER SHALL VERIFY THE OBTAINED FROM BOARD OF HEALTH. LOCUS IS WITHIN .THE AP OVERLAY DISTRICT LOCATIONS OF ALL UTILITIES AND ALL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING BUILDING SEWER OUTLETS AND NS PRIOR TO INSTALLING ANY DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ELEVATIO PORTION SEPTIC SYSTEM BOTTOM TH-2 EL. 57.5' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. **THE INSTALLER SHALL CONFIRM MIN. 11. EXISTING LEACHING SHALL BE PUMPED AND FILLED OR SEPTIC TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY FOR RE-USE PUMPED AND REMOVED. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LEGEND BENCH MARK CORNER OF REMOVED 5' BENEATH AND AROUND THE LEACHING AREA. - 100.0 PROPOSED SPOT ELEVATION ,max_! CONC. PATIO ELEV. = 72.4 SYSTEM DESIGN: x� +100.00 EXISTING SPOT ELEVATION �- GARBAGE DISPOSER IS NOT ALLOWED I � � o DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD 100 PROPOSED CONTOUR 16798' USE A 330 GPD DESIGN FLOW 100 EXISTING CONTOUR r SEPTIC TANK: 330 GPD ( 21 = 660 c EXISTING GAS LINE / > RE-USE EXISTING 100Q GALLON SEPTIC TANK / W GARDEN EXISTING WATER LINE LEACHING: L LOT 11 ! 2 30 + 9.83 2 .74 = 118 _�j 20,778t SQ. FT. / SIDES: Z0 h 9.83 (=74) - 218 BOTTOM: TEST HOLE LOGS / I TOTAL: 454 S.F. 336 GPD / Cv // USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR ENGINEER: DAVID FLAHERTY, R.S. N / CONC. N' / EQUAL) WITH 2.5 STONE AT SIDES, 4' AT ENDS AND 5' / PATIO PAVED DRIVE BETWEEN UNITS WITNESS: DON DESMARAIS, R.S. / 1 u / DATE: MAY 8, 2006 PERC. RATE _ < 2 MIN/INCH **EXISTING j _�__ ^ , CLASS I SOILS p# 11288 ,.` S.T APPROVED DATE BOARD OF HEALTH MA O EXISTING w`� ELEV. �-�I ELEV. 0) TM-,t� 3 BR DWELLING W\w TITLE 5 SITE PLAN 0 " 68.5' " `�' 68.5 a' t TOP OF FNDN / 0 ELE%1. 73.:i OF LS LS TM-Z / �y 374 BISHOP'S TERRACE 10� 10YR 3/2 67. 9 10" 10YR 3/2 67.T = • s. / 0� HYANNIS MA B B � LP � � � `'max O PREPARED FOR LS LS x�� ��. �� • " 10YR 6/s " 10YR 6/6 36 65.5 36 65.5 x X` OAK tiF�o , BORTOLOTTI CONSTRUCTION/ 16328, x--x`x ,,;� PETER & JULIA BOISSONNEAULT S PERC c c PERC / � DATE: MAY 8, 2006 MS MS ®1II/lh off fax =- - 10YR 4/6 10YR 4/6 / <5% GRAVEL <5% GRAVEL olo Wig cope engineering, inn. 5% COBBLES 5% COBBLES ����-\H of ��tN �° ARNE �o ARNE H CIVIL ENGINEER S 127" 57.9' 132" 57.5' H. "" o IVIL N LAND SURVEYORS Scale:1 20' No. 0792 NO GROUNDWATER ENCOUNTERED '� R o �F EP`� `�`a 939 main st. yarmouthport, ma ` 02675 s`PiL:S c? DICE #06-071 0 10 20 30 40 50 FEET DATE $' A' P. .;�� 06-071 BORTOLOTTI_BOISSENNEAULT.DWG (DDF)