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Home My WebLink About0039 TONELA LANE - Health 39 TONELA LANE, �f A=336-016 �f. I i � � o � I 1 TOWN OF BARNSTABLE } LOCATION IQ AL SEWAGE # VILLAGE CS+-A^E Gl-V'J ASSESSOR'S MAP& LOT ,`" , INSTALLER'S NAME&PHONE NO. SEPTIC,TANK CAPACITY G-ci L D ax LEACHING FACILITY: (type)NO.OF BEDROOMS BUILDER OR OWNER Qbb Gf.,kC VCL t- PERMTTDATE: 7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 faci ' �l® Feet Furnished by Eft •) �-cow co ,.. SS 4 `-iv„a Ccagl�C .2ri L� 33� �017 No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppricatfon for &.spool 6potem Congtruction Permit Application is hereby made for a Permit to Construct( )or Repair(�n On-site Sewage Disposal System at: Location Address or Lot No., 3 J Owner's Name,Address and Tel.No. Assessor'sMap/Parcel � v•^ IAC /A Installer's Name,Address,and Tel.No. Dp igner's Name,Address and Tel.No. `C1 t1 Type of Building: Dwelling No.of Bedrooms Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures c--� Design Flow --42e gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil C— �C•Ll� Nature of Repairs or Alterations(Answer when applicable) ��5 ` ` lS GC,L �..� OO ` w d c S S �Zf S Fcx-,4r-.c �c.L 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 Env' onmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by thisilioard of l� ` Signed �'� Date /�/ , Application Approved by ® Date f IF Application Disapproved for the following reasons Permit No. Date Issued ———————————— ————————————————————— � r� � day.` .. .. ,V/ �� rr �t � � f ..� .... _, _ _ ,. 'a., .._ ,.��..... .;(-.r•At';i :s0Ytt Fee - � I THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zlppfi�cation for M !g/ of *psstem Congtructfon Permit Application is hereby made-for a Permit to Construct( )or Repair(�On-site Sewage Disposal System at: Location Address or Lot No.. 3 g g�wner's Name,Address and Tel.No. 3C.1 {vim-`�• Co�cr. �t aR Assessor's Map/Parcel C-v✓\ e� ` V t", :az 331�y �c. _ Cam,M C_ �:c1 r' A Installer's Name,Address,and Tel.No. D igner's Name,Address and Tel.No. vt ((�'cw (ad \A 1�� ;S 775-5�`I°i P � r �/a 3 2O�{. fo A Yc`r�«"u Type of Building: Dwelling No.of Bedrooms "' Garbage Grinder 7 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �GP �Ck/-- gallons per day. Calculated daily flow gallons. Plan.Date; - Number of sheets Revision Date Title Description of Soil Nature of Repairs or Alterations Answer wherl applicable)elhS�e_A S b 0 GC,L X Sefs t_,3 3 yi SAr � c j-c3,v j 1 Q_,n t V er 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 Envg* opmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue d by this oard of q Signed n '__1 Date /%/9� Application Approved by le?l`11 Date l Application Disapproved for the following reasons s-y . Permit No. ..� Date Issued t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced on by Installe( Sc6- A r^ � `� rn GsS Curie_ i at }U� e. L cr�� Cd�^ q d bas beenconstructed in acco0ancc. with the provisions of Title 5 and the for Disposal System Constructs e rut No. dated t �' . Date //") ..+ �J Inspector THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE T T THE SYS- TEM WILL FUNCTION SATISFACTORY. ——— —————————————————————————-———-,� No. � Fee t i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS -Mioppooal *potem Conotruction Permit Permission is hereby granted to to construct( )repair j 4an On-site Sewage System located at No.# `''ty 11 tl t g=4 1 C V A, Street and as described in the above Application for Disposal System Construction Permit. o. I I v Date The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction diust a co pleted within three years of the date below. v e v Date: , PP Y A roved b lJvl r101 ,19 Board of ealth � '' 4 Town of Barnstable ' �. �; Department of Health, Safety, and Environmental Services�� a„tMAN. Public Health Division � MAN. / Ec�6 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health September 25, 1996 Mr. & Mrs. Robert Gerrier 39 Tonela Lane Cummaquid, MA 02637 NOTICE TO ABATE VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V• MINIMUM REOUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE, AND 105 CMR 410.00 STATE SANITARY CODE II - MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION. The property owned by you located at 39 Tonela Lane, Cummaquid listed as Parcel 016 on Assessor's Map 336, was inspected on September 23, 1996 by Edward Barry, Health Inspector for the Town of Barnstable, because of a complaint. The following violation of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and 105 CMR 410.00 State Sanitary Code II- Minimum Standards of Fitness for Human Habitation was observed: REGULATION 310 CMR 15.02 (207)AND 105 CMR 410.300: Overflowing sewage onto the ground. This violation is a serious public health hazard. 1) You are directed to hire a licensed septage hauler to pump the overflowing cesspool within twenty-four(24) hours of receipt of this letter. 2) You are also directed to keep the on-site sewage disposal system pumped as many times as necessary to keep from overflowing onto the ground. 3) You are further directed to contact and hire a licensed Disposal Works Installer within seven (7) days of receipt of this letter in order to repair this system or connect to town sewer. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7) days after the date the order is served. Non-compliance could result in a fine of up to $500.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER F THE BOARD OF HEALTH mas A. McKean Director of Public Health J 0 4 KU �` , 19 90.4 NOTICE TO ABATE VIOLATIONS OF 310 CNR! 15.00 THE STATE ENVIRONMENTAL CODE TITLE V• MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND 105 CMR 410.00 STATE SANITARY CODE II - MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION. � The property owned by you located at 3 a� .4 !/', listed as Parcel ® /'6 n Assessor's a 3 , was inspected on 199 by F d4V,4,fiL �? 3may ; Health Inspector fo • the Town of Barnstable because of✓ a complaint. The following violations of 310 CHR 15.00, the State Environmental Code, Minimum Requirements for the Slubsurface Disposal of Sanitary Sewage and 105 CMR 410.00 State Sanitary Code II - Minimum Standards of Fitness for Human Habitation were observed: REGULATION 310 CMR 15.02 (207) AND 105 CMR 410.300: Overflowing sewage onto the ground. This violation is a serious public health hazard. 1) You are directed to hire a licensed septage hauler to pump the overflowing cesspool within twenty-four (24) hours of receipt of this letter. 2) You are also directed to keep the on-site sewage disposal system pumped as many times as necessary to keep from overflowing onto the ground. 3) You are further directed to contact and hire a licensed Disposal Works Installer within seven (7) days of receipt of this letter in order to repair the system. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7) days after the date the order is served. Non-compliance could result in a fine ` of up to $500.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF THE BOARD OF HEALTH Thomas -A. McKean Director of Public Health �Im Town of Barnstable B�• � Department of Health, Safety, and Environmental Services '" �,� Public Health Division 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 'aromas A.McKean FAX: 508-775-3344 Director of Public Health October 8, 1996 Robert P. Gerrier 39 Tonela Lane P. O. Box 401 Cummaquid, MA 02637 RE: 39 Tonela Lane, Cummaquid Dear Mr. Gerrier: I am in receipt of your written request for a hearing before the Board of Health regarding overflowing sewage on the property owned by you located at 39 Tonela lane, Cummaquid. You are scheduled to appear at the Board of Health meeting on November 5, 1996 at 7:00 P.M. at the second floor Conference Room, Town Hall, 367 Main Street, Hyannis. Sincerely yours, omas A. McKean Health Agent Town of Barnstable TM/bcs gerrier ti OCT „j 1 ya `96 s(e V)eZ 7--/o Nf la e), ��02) �� ,� - .t - - - - - - - - _ _ -- _ - -- --_ -- - - -- __ __ _ �� - - -f - - -- -- -- _-- -- - - - - ----- - - - - - - - -- - --__._- -- _ .. _ _+� - - - - -- --- - - -_-_- - - - - - - --- - - y- - - I _.i - _ _ _ ---- - - '_-� -' - - - - - � _ _ ._ I n(!� �` ,� r I 12 ACCESS COVERS MUST BE WI THIN GENERAL NOTES : 6. OF FINISH GRADE INVERT ELEVATIONS ..' DES I GN CR I TER IA 9' MINIMUM. 101.87 3' MAXIMUM COVER FIRST 2' To INVERT AT BUILDING: 99, 46_ _ DESIGN FLOW: I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION BE LEVEL MIN 2' OF PEASTONE. - INVERT IN SEPTIC TANK: 99. 18 _3 BEDROOMS A T_.1 L4 G. P. D. PER OF THE SEWAGE DISPOSAL SYSTEM ONLY. - - 4' PVC - - -- 5i®r'-_ INVERT oUT SEPTIC TANK: 98_93_ BEDROOM EQUALSQ G. P. D. 3/4- 1 112' DIA. - - 2. ALL CONSTRUCTION METHODS AND MATERIALS AND SCHEDULE 40 o �• 98.0 2• WASHED STONE INVERT IN D/ST, BOX: 98. 37 MAINTENANCE OF THE SEPTIC SYSTEM SHALL 99,46_ -• �82 • { NO __GARBAGE GRINDER w gas f '�$ °� �^� ��d� �°�' 96. o INVERT..OUT DISr, BOX: 98. 20 _ CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BAFFLE BOARD OF HEALTH REGULATIONS. - _,�_ OUTLET 3-4'X 8' FLOWD IFFUSORs INVERT IN LEACH CHAMBER: 98. 0 r /0' MIN. D-BOX W/3. STONE AROUND. I ' UNDER SEPTIC TANK REQUIRED 15oo_GAL BOTTOM OF LEACH CHAMBER:_96. 0 J. ALL SEPTIC SYSTEM. COMPONENTS LOCATED UNDER -' -330--G. P. D. X 2009: - 660_GAL . SEPTIC TANK 6' CRUSHED STONE BASE 88. 7 AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER SEPTIC TANK PROV 1 DED:__._._ I,500 GAL OBSERVED GROUND WATER - - _ .. -- THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- BOTTOM OF TEST HOLE #3: 81 . 8 STANDING H-20 WHEEL LOADS. PROFILE : NOT TO SCALE V SOIL ABSORPTION SYSTEM REQUIRED: 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR DESIGN PERC RATE -�__5.___M/N/1 NCH APPROVED EQUAL, SOIL TEXTURAL CLASS EFFLUENT LOADING RATE - Q 7 GPD/SF 5. BEFORE CONSTRUCTION CALL 'DIG-SAFE, 1-800-322-4844 AND THE LOCAL WATER DEPT. { _3Q_GPD /��7�GPD/SF - �S. F. FOR LOCATION OF UNDERGROUND UTILITIES. PRO V I DED: 3�4__x_.-8.'__FL-OK'D_I FFUSORS W/3� 6. VERTICAL DATUM IS: ASSUMED STONE ARO,UNDt_yl_UNDFR,-A-460 S.F. 7. FOR BENCH MARKS SET. SEE SITE PLAN, SOIL TEST PIT DATA 8, EXISTING SEPTIC TANK AND LEACH PIT TO RE I I N'D I CA TES �_ I ND I CA TES PUMPED DRY AND BACKF/LLED. PERCOLATION - OBSERVED TEST GROUNDWATER 9. ALL UNSUITABLE MATERIAL (TO C5 LAYER. APPROX t TP* 3 15' DEEP) TO BE REMOVED FOR A DISTANCE OF 5' 'i I '> /0! 3 I GRND EL,_ AROUND AND REPLACED WITH SAND IN ACCORDANCE �/ I G.W.EL. e8,y7 WITH TI TLE 5, r� �� 0 / 0. _ HORIZON ---- TEXTURE - 10l,3 LOAMY /l A FINE SAND N 89' 15'22'E _ . 1 .................. 00.6 23/.09' ---' _ , /� i 1 BARNSTABL E SANDY j/� B LOAM / ...................................... 20 C / SANDY LOAM 99.6 / ` o• { COMPAC T - ---98--- - / �, _ m f/ 64' ...................................... 94.3 CLAY --- ----- _� � -1 � r C2 �_ ��, �� 1 132' ...................................... 90.3 I M _ ~ 15lMEDIUM i � \ �_ C 8. 7 PERCHED I -.--------- / _ i i SAND........... 8 •, -- \� Cocos 1 l56' ... ..................... . 8B.3 \\\ r / / i-. :, _ uTE 6A C4 SILTY o 6ARAOE I PAVED DR I VE \j = R l80' ............ .........:........ YSAND..... . 86.3 CL A ..... 1 1 1 \ MED R. 11 I I j 11 \ _� "� �/ CS AND GRAVEL RAILROAD 2 ISTER E�T ; \��` 1\ ��_ - BRICK \\ �� 3 $ 234. -` DRY ---- 8l.8 �' PATIO DATE: DULY I I , 1996 BENCH CONC STEPI o a TEST BY: STEPHEN HAAS o a I Ec-lol.7�! / � �o �. O CUS NIA P WITNESSED BY: ED BARRY a 1 t i „ PER RATE: l 2 MIN/INCH Ex1ST/N9 Two , •. BEDROOM DWELL/No / c I 12' TREE TEST PITS #1 c4 2 TO REAR OF \ PIT : / "OF IOl.e7 y� EXISTING �� r HOUSE WERE BOTH UNSUITABLE \\ �� .• /�/ SEPTIC TANK WATER SERV/CE� \1 , L 0 T 3B \\ + ro A DEPTH OF /o FEET 20 32600 + S. F. \ i / TP.? RELOCATE INVERT r Ems, .S F� 7- / C' S Y S T E/1iI D E I�yA `c20' CHERRY A' a r Ho Y SEE NOTE 9 1 D-BOX h 139 TONEL A L A /VE 1 1 1 i � TPIr3 R 1 3-4•X a• FLONDIFFUSORS 99.7-F 1 i I �w/3' STONE AROUND. I' UNDER /�, t COMMA Q U / U > ,� 1 1 / ,-- 1500 8AL I I I A R / V S TA 8 L E . • / SEPTIC TAfIK 5,IDOaw000 ,� c/0/ 5-� PREPARED FOR 8' CEDAR 235.74' + R Q S ER T S 89'27'00,W SCAL_ E : / - 20 A UGUS T 12 . / 99A5 F14GL �� S'IIRTLL�'YING FNC.Ir RING . INC . 19� 3 R® u t Yczr m C� u, Af A 0 2 6'.�'S` s , `k _ .l0 20 4a. o .; JOB. NQ. 96-268; F1 ELD:RVB/PDR CALL• ; SAH/CFW CHECK: C�'W DRN:, SAN.:'.. t , . v r e, a