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Home My WebLink About0085 FLEETWOOD PATH - Health LUT`32I-FLEETW OU P 1 fl, In = '= A=047.052 �s �� Ns� , r TOWN OF BARNSTABLE ` LOCATION S A 7-4 SEWAGE# VILLAGE ASSESSOR'S�MAP & LOT ��7° 0 r'2 f INSTALLER'S NAME&PHONE NO._� �h,,. �.C_A.k.Y�� SEPTIC TANK CAPACITY 1500 g LEACHING FACILITY: (type) (size) w i< (BUILDER NO.OF BEDROOMS OR OWNER`PERM DATE: S`el d 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 facility) Feet Furnished by r � /ny 0 •r'' No, �' `6 i ��` Fee�V !1"zov THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipplication for i$ O5a�)or gtem Construction Crmit Application is hereby made for a Permit to Construct( Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owne 's Name,y ddress and Tel.No. AJ Installer's Name,Address,and Tel.No. Designer's Designer's Name,Address and Tel.No. �v h K 13a I,` STEPHEN J. DOYLE & A88®e o 92 95-95- 42 Ca East Falmouth, MA 02536 Type ng: Telephone: 508/540-2534 Dwel ' No.of Bedrooms `3 Garbage Grinder( ) t er Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow -3:30 gallons per day. Calculated daily flow -3J® gallons. Plan Date 3--Zj--q Numb of sheets Z Revision Date Title Si PLAO ��1,� 1F)�L -�i ��Ts� 3'Z.1"R�Q Description of Soil s � � �o —Sid Qti 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 this Board Signed Date -7 13 9,6 Application Approved by _ Application Disapproved for the following reasons Permit No. M-1 Date Issued 5� ---------------- -- -- - ————— -- --------_-- -- w)'�,1t�,,.�,r.. ., THE COMMONWEALTH;( F MASSACHUSETT$ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS V Application for Did ogar pacm Construction Permit V/ Application,is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. Lu 0p / r . �@ �7S_ O Z.v Installer's Name Address,and Tel.No. Designer's Name,Address and Tel.No. —' STEPHEN J. DOYLE & ASSOC. g S-9 5 42 Canterbury Lane mast a mou , MA U2536 T�peof_B mg; ' ephone: 508/540-2534 Dwel No.of Bedrooms Garbage Grinder( ) t er Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures' r Design Flow 330 gallons per day. Calculated daily flow 340 gallons. Plan Date 3"Z.,--R� Numb r of sheets Z.� Revision Date Title 5►'t' "- l.�oL� ��\ 3 �.."° a �I4 d� 3'ZI-16 Description of Soil Sr— Sor -I— or- Ste, &t,- i Natureof 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 this Board Signed Date i, Application Approved by { Application Disapproved for the following reasons s Permit No. � ''"� � Date Issued THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certificate of Compliance - THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( or repaired/replaced( )on 7-l� by TQ;l,445?.Aw 9&a for L- as r 4' �°'T-" "� G li has been constructe in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. !i dated Use of this system is conditioned on compliance wit phe ro�visjons set forth below: X/b c e t a.4, US No.' 9 1 Fee /��- _ �y i r THE COMMONWEALTH OF MASSACHUSETTS 2 PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS xi5poar *pgtem Con!truction Permit _ Permission is hereby granted to to construct( repair`('t %)an On-site Sewage System located at 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. All construction must be completed within two years of the date below. Date: Approved bv & X TOWN OF BARNSTABLE LOCATION � SEWAGE # VI LLAGE�% ASSESSOR'S MAP & LOT 7 INSTALLER'S NAME&PHONE NO._ kl JOA l,�lid SEPTIC TANK CAPACITY /S00 y LEACHING FACILITY: (size) NO.OFBEDROOMS ti BUILDER OR OWNER__ -7q-6,,I1- PERMITDATE: 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 facility) Feet Furnished by • Ov T 13 000 ya� ! �3 dye 3 `�' y7" 'Ila i i 1' PA CE. C/ r0B 1 51 is Vk • `st f 1 � A \,7 �{ G $a`irt Cran,Getry `.t6o9t town- USGS LOCUS SCALE: 1: 25,000 at 90' 8a' S 2g � '25 I f I 8z '1q�00' 17 'to' ®� i / ) / / ; 1 �24,� � l CB RI�1 ZONING DISTRICT: RF / 68.1 ; ,� � ;CB RIM BUILDING SETBACKS: / ; ; _ 68.01 FRONT 30' _ t. REAR 15' drlvewaY _ Q1 posed se .< SIDE 15' 80. ro Goage / gropo' - ; CO OVERLAY DISTRICT: GP LOCUS DOES NOT LIE IN A FLOOD HAZARD ZONE ASSESSORS MAP 47 PARCEL existing ; REFERENCE CERTIFICATE #99802 �°i / / / ROPOSED 54' pavement , APPLICANT: LO rr 3 � 1 DBWELLING3 4M 34. v;s BAYVIEW CORP. 9t / Q o` f� 1' ' P.O. BOX 2048 22,65 SO FT. / / k , r BM: TOP HYD. SPINDLE 71.41 CENTERVILLE, MA 02632 _ w 3 Q r VD DATUMM:: NGVD 0 r O , 1500 allon preca t trnk 8g' S 29�28'25" E r 1 , proposed S. S. , 40 84 8Z ( I I infiltr or tre ch So 78, 208, 10' OF `- Is��s,i I� i /�� WILLIAM Gfv,, � sd OF�� v LIEBERMAN �`i �`Z` 4E61STERc� U No. 23971 " STEtPH&J r .e v J. � 9ECISTEF �� 007LE rn fss/ONAL No.37559 Si1R1�� SHEET 1 OF 2 GRAPHIC SCALE I T E P LAN O F LAN D 20 0 10 20 40 50 IN MARSTON MILLS - BARNSTABLE MASS. FOR R; FEET 1 inch 20 ft. C O Yz P SCALE: 1" = 20' DATE: MARCH 21, 1998 PREPARED BY: STEPHEN J. DOYLE AND ASSOCIATES 42 CANTERBURY LANE, EAST FALMOUTH, MA 02536 TELEPHONE: 508/540-2534 i _ GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF ��n n s>"RULES AND REGULATIONS FOR PROFILE OF SEWAGE DISPOSAL SYSTEM THE SUBSURFACE DISPOSAL OF SEWAGE. 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE NOT To SCALE WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' TOP FOUND. EL OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING UNLESS NOTED. 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SITE UTILITIES PRIOR TO ANY EXCAVATION. 5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. 3 MA .C-,&VEZ } t • 3 -�,Alk, La, 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. twV. ayT'- -zr-L'&Npj FLOW LINE jai,^ WATER ncHT coven 1 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. 10' MIN. T9' INV. EL.. 2' LEVEL----� 10' MIN.-74' uQUO DEPTH I _. 1 INV. EL C,`1• MIN. 8' � SUMP I INV. EL _ 4,9_ INV. EL LA, I -_4"'",�+ �►r3=� YC..Trrui� T---- 2" MIN. - t/8' TO 1/2' WASHED STONE 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK ' Y ' `' PRECAST REINFORCED CONCRETE MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) INFILTRATOR <~ 2' DISTRIBUTION BOX y �: TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND r EFF. DEPTH �-<. 3/4 - 1 i/2 .WASHED STONE SHALL EXTEND A MINIMUM OF 6' ABOVE THE FLOW LINE INSTALL ON A LEVEL BASE OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT MINIMUM WALL THICKNESS 2' MANHOLE. ZZ MINIMUM INSIDE DIMENSION 12', S.A.S. LONG x Wa' WIDE_x?EFF. DEPTH I' THE INLET PIPE ELEVATION .SHALL BE NO LESS THAN 2'.NOR - INV. EL WITH HIGH CAPACITY INFILTRATOR CHAMBERS _4•� �- MORE THAN 3' ABOVE THE INVERT ELEVATION OF THE OUTLET INVERTS SHALL BE EQUAL TO EACH OUTLET PIPE. OTHER AND AT 2' MINIMUM BELOW INLET INVERT. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE SHALL ALL HAVE EQUAL INl��rc'n AS DETERMINED BY FLOODING ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY THE DISTRIBUTION BOX TO THE HEIGHT Or THE DISTRIBUTION COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. A INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLEG if SETTLING. AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE - INVERTS ARE OF N UNTIL ALL SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9'. LINE OR..RECONSTRUCTING THE LINES Tl EQUAL ELEVATION. THREE 20' MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND OUTLET TEES. -- THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. REFERENCE MAP: ./. SOIL OBSERVATION DATA: i�A;y� CAPE COD DESIGN DATA: WATER TABLE CONTOURS AV, AND .-� _ x � :•. ,� '.; . - ' , STRUCTURE PUBLIC WATER SUPPLY 3' TEST DATE '1✓`tiszc.�-� 10, \`\�C WELLHEAD PROTECTION AREAS TYPE N0. BEDROOMS GARBAGE DISPOSAL y 4 ` SOIL EVALUATOR J SEPTEMBER 1995 DESIGN FLOW WATER RESOURCES !'li B.O.H. AGENT T. 1 L•aw��1�•++.-- CAPE COD COMMISSIONII EXCAVATOR PERC/RATE L. Z \kkLk� SEPTIC TANK SHEET 2 OF 2 - CHING FACILITY Z= b . LEA ( \o -�-\o �- �?>�, �. ' I 4 4/ ld aJ LsL) 1°yT` 1 � LSL� ��' / 6 L o 4 7 4. -z � - DATE: 3 98 G SCALE: AS SHOWN � ., . 'ro � IV =' T� � � ' STEPHEN J. DOYLE AND ASSOCIATES C.cr�.,,y�" Cpwayt: 42 CANTERBURY LANE, FALMOUTH MA. 02536 �� sr� y �L. 57.E iI TELEPHONE: 508/540-2534 Iza Imo