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Home My WebLink About0012 RUSTIC LANE - Health f"fir', � " 2 Rustic Lane Hyannis A= 288 — 056 i I I I TOWN OF BARNSTABLE LOCATION SEWAGE#A,-VT D� VILLAGE ASSESSOR'S MAP&PARCEL;ZrT rS-1a INSTALLERS NAME&PHONE NO. 7p..--L SEPTIC TANK CAPACITY /52,a Gil LEACHING FACILITY:(type) 5?rD G,/ «uenr �� (size) NO.OF BEDROOMS t ,' Q et c4,,rVdw- vlaTVIF OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S"r 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 e within 300 feet of leaching facility) Feet FURNISHED BY P,,;rmy 4fgi>e Cers�v+ • ', S , � P a .—_ _�_- C� y o S � �� a � a ^!S No. . lout Fee Ate—/ THEZOMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zfppltratton for dig og Y �&pgtem Corrgt coon Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No/9 US /G ezNr Owner's Name,Address,and Tel.No. /x 6 -11V Assessor's Map/Parcel G /G, �� ev �Z Ey Installer's Name,Address,and Tel.No.0,014/Ord, C�s` Designer's Name,Address and Tel.No. y5-2;dv�/7 /�. q31 �/�' saw 7l�-yry ��6v� e�� ✓� Type of Building: t Bb' 941 Dwelling No.of Bedrooms C�e X'I P IJot Size 7S� sq. ft. Garbage Grinder ( � Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided 3 el, gpd Plan Date sSe- 3d Number of sheets I Revision Date Title /,Z� r S/-/t a'! O/ /..-? 64- �C ZEL e- �4.-'awJ av-4 Size of Septic Tank / � G // / /d Type of S.A.S. J ' 101-/d f bd Gi Description of Soil Nature of Repairs or Alterations(Answer when applicable) I- � 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 r of Signed Date ��"/7,'O Application Approved by C' Date Application Disapproved by: Date for the following reasons - Permit No. 20 o 0 — a d `)- Date Issued f �` ..�,.... .� .. .r....—+., a .. .+•-• t Rt .,.. .... - .. . .-1, -. C� No. ' �� qn . p ", " 1 d Fee / (9 " xE Entered in computer: a THEXOMMONW" OF MAS'SAC;HQ4E;TTS Ye PUBLIC HEALTH*D VISION - TOWN;OF BARNSTABLE,�MASSACHUSETTS s pprication_.for dig og Y .pgtem Co=stem. n Permit Application for a Permit to Construct O Repair( Upgrade O Abandon O ❑Individual Components Location Address or Lot No./a/, (/SIf L 4a hY Owner's Name,Address,and Tel.No. /per'/, 0`� s /OJ LL 1,29 Assessor's Map/Parcel'' Z t Installer's Name,Address,and Tel.No.��Gt''TlJ/Of't'�4�'f d Designer's Name,Address and Tel.No. Th � Ski U� ej Q' 4 t'O �� /� sad 7Gs�-��r� Qy-.�TG�7'! I, l� ,�1✓� Type of Building: ( � e r( ,r � i jf 0 � Dwelling No.of Bedrooms l f^ I�ot Size �SG� f sq. ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures // Design Flow(min.required) 3.365 gpd Design flow provided .3 T 9 gpd Plan Date�,r+ �� _70 rat i Number of sheets j Revision Date Title i,4 /t Q o ti o /1 /Qvr�,� �i�-r �f tiry<>il ri•-� Size of Septic Tank /5—Ce 6, Type of S.A.S. Gz Description of Soil ��'r Gi'9 Nature of Repairs or Alterations(Answer when applicable) 5 S1>r^ ,Qr-- ; O 4 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 B a h of _.._ Sig . / Date ;/��'G -7 x Application Approved byned M111 Date j r Application Disapproved by: Date ' for the following reasons Permit°No. 2 0/�' �)U '3 Date Issued a G i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance .THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( -/_ Upgraded ( ) --e Abandoned( )by at �,/J7`i�- ✓La•� �,�n��is/7v.- has been constructed in accordance with the provisions of Title/5 and the for/Disposal System Construction Permit No. 2 Oa /UU 2 dated // .)A Installer !10i' �dl � J <v/�ia✓ Designer / w✓ L n/1-� ��'/•si w�••••r� S #bedrooms Approved design flow ` g � The issuance of this permit all not e c trued as a,guarantee that the system ill u. do. as es' ne 11_,• J Date ) Inspector G i a A/ -- No. ')Ouk- Oi) 7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=i5pogal *pgtem Congtruction Permit Permission is hereby granted to Construct ( ) Repair ( Upgrade ( )�Abandon ( ) System located at / /� >Li� �py r /�`Gra�j/�-i•- and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this Date ' 1.2 /ok Approved by FROM :down cape engineering inc FAX NO. 1.:15083 629880 Jan. 18 2008 08:14AM P1 "Town of Barnstable Regulatory Services 1 Thomas F- Geiler,Director �► - Public Health. �i�rision +yes¢ Thomas McKean,Director 700 Maim Street,gp"is.MA 02601 -pax. 50S-790-6304 Office: SOS-862-4E�4 - Installer &Desxaner'Gerti 'cariop Form 7," 4 'Z Assessor's Maplparce] LA � Date: J��- Sets awe P ermrt , UvJ Installer: pester. � 22L ` Address: Address: cr,� issued a permit to install c oil (dale) (instat]er) / b septic system at l ased on a desire &awn b5; ((add-ress,) e (designez) . i cep ifs that the septic s��stetn refe% nroi TO a nrob ea chan vas cssucr� as ate an relocarian of the the design, which =N' mclud P. disribut or_box an&`07 septic tank. 1 ce-tif� than the septic ss'stem referenced above uas ins�.alled `6th M► Ior changes (i.e- greater than} W lateral relocation of.tne SAS or anti' ��crrical re;o:anon of aay component oa the septic syy-tee)bui in accordance uitn State & Focal Regulations. Plan revislax► oT mrdhed as-built by designer to fol]ou-_ a H GF aAA, r Ocfi ARVF Ha S, - (Xnstail s Signar�re) L1v1L f`^] NO 30'r92 V. y'S�0N.4- r's i� ature) (41X J�ES)£r1 1p �ICre) Pl ARE RETL1Rh O BARNST ELF U�UTIBI,'B�?HEALTR THIS FC RT4S�Nn AS-gBU?LY APLD ARC OOi�gpLIANC� WILL NOT BE IS_L F�ECEIVEA EX�'HEB RN57' 31.E PUBLIC H'EAL"('H nI�'1�IC� TN . .A K YOU „__,....c..,,;.m�cttmer Certification For'n 3.36.0�-doc .• TOP FNDN. AT EL. 29.4' SYSTEM PROFILE NOTES tr et ACCESS COVERS TO WITHIN 6" OF 'FIN. GRADE (NOT TO rteJeo5 Nor h ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD ACCESS COVER (WATERTIGHT) TO WITHIN 6' OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING ? Mitchells / F2-7-.O-'lMINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM S. th St• 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Sou RUN PIPE LEVEL OR GEOTEXTILE FABRIC ?1 11 / I] a � *25.4 FOR FIRST 2 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO west Morn St. Stn PRFr OPOSED 150Q o 22.67 GALLON SEPTIC 22.42' 22.5 H- 10 ScJdber O a TANK (H- 10 ) GAS -E 21.97' �� V21.8' p p p p 0 p p p p 5. PIPE JOINTS TO BE MADE WATERTIGHT. pie' 21.7' p p p p p o p 0 Q 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ( 25 X SLOPE) C 6" CRUSHED STONE OR MECHANICAL 0 l� p E3 p O p p 0 MASS. ENVIRONMENTAL CODE TITLE V. Oak COMPACTION. (15.221 [2]) 2' p p p p p p p p p o 19.7' Locus DEPTH OF FLOW 4' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO St. 3 4" TO 1 1 2" DOUBLE WASHED STONE I Os WE SIZES: / / BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. INLET DEPTH = 10_ OUTLET DEPTH = 14" (7•5% SLOPE) ( 1 % SLOPE) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LEACHING 5.7' 9• COMPONENTS NOT TO BE BACKFILLED OR CONCEALED FOUNDATION 11 SEPTIC TANK 6 D BOX 12 FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND LOCUS MAP PERMISSION OBTAINED FROM BOARD OF HEALTH. SCALE: 1„ = 2,000't *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING BUILDING SEWER OUTLETS AND ELEVATIONS DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 288 PARCEL 56 PRIOR TO INSTALLING ANY PORTION OF BOTTOM `_i`H-1 EL. 14.0' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCUS IS WITHIN AP OVERLAY DISTRICT SEPTIC SYSTEM COMMENCEMENT OF WORK. 11. EXISTING LEACHING BE PUMPED LEGEND REMOVED OR PUMPED AND FACILITY FI EDHALL WITH CLEAN SAND.ND 100.0 PROPOSED SPOT ELEVATION 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED +100.00 EXISTING SPOT ELEVATION LEACHING FACILITY. C-- 100 0 PROPOSED CONTOUR SYSTEM DESIGN: 100 EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW A�, SEPTIC TANK: 330 GPD (2) = 660 - 1R..AREA OF EXIS1!4 .' : __ 'j, " :.11 ui SEPTIC SYSTEM, EXACT USE H t 500 'GAL. SCr:I i C I F:i r� 0 100.00, LOI,ATION NOT DETERMINED LEACHING: L TEST HOLE LOGS ' �y SIDES: 2 (25 + 12.83) 2 (.74) 112 GPD PAVED 2$ ENGINEER: DAVID FLAHERTY, R.S., SE2755 V ' DRIVE �� 27 BOTTOM 25 x 12.83 (.74) _ 237 GPD G� 26 TOTAL: 472 S.F. 349 GPD WITNESS: DONNA MIORANDI, R.S. ' 2$ NOVEMBER 29, 2007 y �S 2S X USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) DATE: PER C. RATE _ < 2 MIN/INCH a W-mow , WITH 4' STONE ALL AROUND I 12017 c� EXISTING 30.0' N f X CLASS SOILS P# DWELLING LOT 45 TOP OF � O.0 a� FNDN EL. 1 o I MA ELEV. ELEV. 7,500f SF ` 29.4, o- N ' 2 o X APPROVED DATE BOARD OF HEALTH 2 •:: --r i 25.0' 25.0' f o s O" I O" P. FILL FILL TITLE 5 SITE PLAN 19„ 17„ I C--G_ OF A A 12 RUSTIC LANE 21 LS LS `ti^ �' „ 21 10YR 3/2 10YR 3/2 10p00' , �� (HYANNISPORT) BARNSTABLE, MA B B PREPARED FOR LS LS BENCH MARK - CORN. OF BULKHEAD (ON WOOD) ELEVATION = 28.3 BORTOLOTTI CONST./ 27" 10YR 5/6 22.7' 28„ 10YR 5/6 22.7' MATTHEW DOHENY DATE: NOVEMBER 30, 2007 C C PERC �1 OF l�yss ��SN OF A14S� MCS MCS off 508-362-4541 oaf ARNE H. 9cf ARNE 9CyG fax 508 362-9880 o� OJALA H. CIVIL OJALA I 2.5Y 7/4 2.5Y 7/4 No. 30792 No.ro � down cope engineering, inc. 132" 14.0' 120" 1 15.0' � ° � Y Scale:1 20' o��ss ON E�� o�u 14 CIVIL ENGINEERS NO GROUNDWATER ENCOUNTERED LAND SURVEYORS 939 Main Street - YARMOU THPOR T, MASS. 0 10 20 30 40 50 FEET DATE ARNE H. OJALA, P.E., P.L.S. DCE #07-285 07-285 BORTOLOTTI_DOHENY.DWG (DDF)