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HomeMy WebLinkAbout0575 RACE LANE - Health ,i cz -7 TOWN OF BARNSTABLE LOCATION 1 S eu Ct- G✓1 S@WA@E#7c�n5to VILLAGE WI M. ,kS ASSESSOR'S MAP&PARCEL NAME&PHONE NO'{ L1,- A-la.-Ck cs h SEPTIC TANK CAPACITY 5©® ^ LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: C DATE:n e 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 r p 38 4 p 32 2 4itf �f 1f f �f f r \ k 1 f i f f f ff f4f� _ f i / i f i J i J f i f i r i i f i f f f f f if i f i 4 1 1 1 k 4 1 � 1 k k \ k \ 1 \ k \ \ ♦ h ti t \ � \ 4 f f F f f J f f J f J i J f f \ \ \ • \ \ 4 4 k \ \ k \ ♦ \ 4 ti \ \ \ 4 4 1 \ 4 \ \ \ L \ \f f f f f f f f f F f f f f f f f f i f i f f f f f f f f f f f f f f f f f f f f f f f f f i f f I i le f f J f f f Jf f f f f f f f f f f f f f f f ti \ Y \ 4 �. • 1 \ \ \ k \ k 4 k 1 \ 1 1 \ \ 1 4 '. 1 \ 4 4 \ J f f J f J f J f J f f f J J i J f f F J f J f i f f i f f IL, TOWN OF BARNSTABLE LOCATION Ace Z.,e SEWAGE # VII;LAGE / �rs�o�s /yI>�Is ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO. 14, SEPTIC TANK CAPACITY /,r®i, LEACHING FACU-TTY: (type) /'l�e/l; (size) 1 r X NO.OF BEDROOMS I BUELDER OR OWNER PERMITDATE: 7—0/'! 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 i r.. �r NOTE: X DEN,QTES SPOT ELEVATION ' r; LOT 13 j pAA.A 4 n w 4 `77 s6'7 T LOT 4 STEP o hEN W J u :J DOYLE O R�� ��° 0 OO Feet'v 100. s� �y\H oFAf LOCUS MAP VID x = 101.4' N 02 B. q�� PLAN REF 198—43 10 k W DEED REF- 24036-141 PROPOSED INFILTRATOR x = 100.7' Q 9 No. MAR-066 y ASSESSOR'S MAR- 150„039 CHAMBERS IN FIELD lcj F T ZONING. RF o� Q s SETBACKS.• 30 —15,—15 CONFIGURATION LOT 3 /4Q FLOOD ZONE. "C" WITHOUT AGGREGATE ° 23887.5 SQ. FT. `� 4U <v PANEL NUMBER- 250001 0015 C 0.5 ACRES c� = d / . .� 31.7ft /Q `� BENCHMARK: CENTER OF CATCH BASIN DATED.- 0 811 91-1 9 8 5 eN x = 101.4 Z QV Q ELEVATION: 99.98' Vp $ x — 101.4' /Q�� �� DATUM: ASSIGNED PROPOSED TEST PITS PLOT PLAN OF LAND 1500 GAL. TANK 20.9ft / M LOCATED AT 0 x = 101.4' eN SHED 0 / N 230 RACE LANE MARSTONS MILLS, MA x = 101.8' APPROXIMATE """.#230 ,,,,,,, EXISTING TANK ..... 0....... ""' "... OVERLAY DISTRICTS: APPROXIMATE 37.5f AP, RPOD, PREPARED FOR EXISTING CESSPOOL = MASS ESTUARIES Z.O.C. CARBON REALTY CO., INC. OCTOBER 26, 2009 NOTE: I� 39`$fi / ��`5' ,� WATER SERVICE IS LOCATED :;E.: :. // '— . REV EXISTING SYSTEM TO BE IN THE FRONT OF DWELLING ABANDONED PER TITLE V. CB REV S 00, FND REV �GF of p x YANKEE LAND SURVEY 101.74' =� Co., INC. R,q C�_ .' GRAPHIC SCALE so o 15 so so 40 INDUSTRY ROAD E MARSTONS MILLS; MA 02648 fD� op A ' TEL• 508-428-0055 FAX 508-420-5553 ` 07 =-101.16 1 inch = 30 ft. SHEET 1 OF 2 JOB # 54570 SH <. SEWAGE. SYSTEM PROFILE VI EW , WT .—S e T.O.F. EL. 102.4't FIN GRADE = 101.0't (o RISERS FIN GRADE = 101.6't 20" INV EL. DIA. DIA. PVC INSPECTION PORT WITH SCREW CAP 99.9, RISER FIN GRADE = 101.4't GEOTEXTILE FABRIC TO WITHIN 3" OF FINISHED GRADE (4 TYP) SEE PLAN VIEW. INV EL. 10" MIN. f 14" MIN. INV EL. EL.98.63- 99.64' —� 99.39' INV EL. MIN. 6" INV EL BELOW FLOW LINE 99.04' SUMP 98.84 o 0 0 0 ° o o ° o ° o °° LIQUID LEVEL 48" °o° a°°°° ° o°o° ° oo ,° ° ° ° 16"° ° ° GAS BAFFLE s STONE ° ° °° o ° ° °° EL.97.30' DISTRIBUTION BOX o o° ° ° PROPOSED 1500 GALLON TANK 34» CLEAN MEDIUM SAND i 6" SEPARATION BETWEEN ROWS (TYP.) PRECAST REINFORCED CONCRETE DISTRIBUTION BOX , TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A INSTALL ON A LEVEL BASE WITH WATERTIGHT COVER 13.83 MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON MINIMUM WALL THICKNESS = 2" THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLEY UNDER THE MINIMUM INSIDE DIMENSION = 12" USE FOUR ROWS OF (4) HIGH CAPACITY INFILTRATOR CHAMBERS CO CLEAN-OUT MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT TOTAL CHAMBERS = 16 THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3" 2" MINIMUM BELOW INLET INVERT. ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ALL HAVE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH THE HEIGHT OF THE DISTRIBUTION LINE INVERT AFTER ALL LINES HAVE BOTTOM OF SOIL PIT = EL. 90.4' 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND BEEN SEALED IN PLACE. NO GROUND WATER OR TO PREVENT SETTLING. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE AND REDOXIMORPHIC FEATURES OBSERVED SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9" NONDEFORMABLE MATERIAL PERMANENTLY FASTENED TO THE LINE OR TWO 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS. MIDDLE ACCESS PORT SHALL BE 8" DIA. MINIMUM. THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. DESIGN DATA: SEPTIC TANK CAPACITY: EXISTING TWO BEDROOMS — NO INCREASED FLOW REQUIRED — 220 GALLONS AT 200% 2 X 110 = 220 GPD REQUIRED FLOW PROVIDED — 1500 GALLONS - USE 16 HIGH CAPACITY INFILTRATOR CHAMBERS IN FIELD CONFIGURATION WITHOUT AGGREGATE FIN GRADE = 101.4't (16 X 6.25) X 4.72 SF/LF = 472 SF EL.98.63' 472 X 0.74 = 349 GPD TOTAL DESIGN FLOW EL.98.30' o o° o00 GENERAL NOTES: MED ME; 1 . ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP RESERVE FLOW = 129 GPD SAND SAND TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS GARBAGE DISPOSAL NOT ALLOWED 0000 ' so FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 25 �I 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" 26' OF FINISHED GRADE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF USE FOUR ROWS OF (4) HIGH CAPACITY INFILTRATOR CHAMBERS WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' TOTAL CHAMBERS = 16 OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN T.P. #1 PERC <2 M/INCH T.P. #2 PERC <2 M/INCH 10' OF DRIVES OR PARKING, UNLESS NOTED. 4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION EL. 101.4' 0» EL. 101.4' 0„ OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR 10 YR 4/1 10 YR 4/1 f "A" "Ls" 10„ "A" "Ls" 10„ SOIL DATA: ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. P# 12738 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLESS OTHERWISE NOTED) „ „LS„ 10 YR 6/6 „ „ "LS" 10 YR 6/6 TEST DATE: 10/16/09 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE B 37" B 37' SOIL EVALUATOR: DAVID B MASON MORTARED IN PLACE. EL. 98.3' EL. 98.3' 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. „MS„ APPROVAL DATE: 10/94 8. EXISTING SYSTEM COMPONENTS — IF ANY — SHALL BE ABANDONED PER ���» "C., 'MS HEALTH AGENT: DONALD DESMARAIS TITLE 5 REQUIREMENTS. 2.5 YR 7/2 2.5 YR 7/2 9. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT YANKEE EL. 90.4' 132" EL. 90.4' 132" SURVEY 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. 10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR NO G\WATER OR NO G\WATER OR COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES SHEET 2 OF 2 JOB NUMBER__ 54570