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Home My WebLink AboutEngineer PlanMap 67 Bed #3 Parcel 191 Bed #2 TBM EL = 50.0 1 Top of Concrete 1 120 0' /E �� 11 Bed #1 [Both Dining N S0.35' .. E E 1 - Nose g19 i Lot 342 ul 11 Famli, �12,000± Sq. Ft. O 11 n See (49.8) Q Excavation DB 1 T} Notes (50.AS rn 1 �r ST �� 1 c).. 0. See Map 67 Note #1 Parcel 181 r2 " House #39 1 3 Bedroom �1 1 o` TOF EL = 51.0t , 1 11 11 c A•'*T, 1 j1 1 O 1 I z e 1 `k 3) ` Deck j i �o 00 11 --3 I TP I 90 1 1 s T 12.0 Te;f Patio 1 — �� ''— J ` D/W 1 7rc.e �4" Yen — I -- 1 gas Garage (50.4) it \ i � 9as 1 'hed� (50.0) 120.0 11 • 1 S 80.35' 20" W a�tN 0 IMS, LOCATION OF UTILITIES IS APPROXIMATE AND ALL 20 UNDERGROUND AND OVERHEAD UTILITIES MUST BE DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO, REOl1ESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES AND THE LOCAL WATER DEPARTMENT. Mop 67 Parcel 189 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. Living — TV Roo Garage Kitchen Floor Plans N.T.S. SITE LOCUS NOT TO SCALE 1.) Assessor's Map 67 Parcel 190 2.) Bk 16781 Pg. 147 3.) Plan Book 227 Page 119 Lot 342 5.) This property is in Flood Zone X Firm map 250001CO587J Dated: 7/16/14 Maximum Feasible Compliance Variances: 310 CMR 15.221 (7) General Construction Mdulit valid for REPAI OF SE P 1C V m Components: ( LV, due to State Wd Vlp ' c pp tr� �. epth being greater than 36" �dofHealth rcvirw Pfff s, p rpe.� i�}r posed with a vent. (310 CMR 15.221(7)) any future addilionsvin v ns/a terahons to equested (Not to Exceed 72") sewage facilities and/or structures/dwelling. Vannouth Health Department APPROVED Ll / I nr_.• L.I rl LJCr i� Pro �d S ptic Plan Captain Blount Road South Yarmouth, MA Prepared for: cay0t0P David Naval 39 Captain Blount Road Z South Yarmouth, MA 02664 Prepared by: All Cape Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 allcopesepticOgmaii. com Date: 1/24/23 Sheet 1 of 2 By: MA Check: SM Project No. AC-54 4* PVC VENT CONSTRUCTION NOTES T.O.F. RAISE MIN 20' DIAMETER COVER RASE NON. 20" DIAMETER COVER k CAP BY "SWEETMR' TO WITHIN 6'-OF FINISH GRADE EL=51.0t TO WITHIN 6" OF FINISH GRADE 1.) ALL WORN SHALL CONFORM TO THE STATE ENVIRONMENTAL IN CODE, TITLE 5 (310 AMR 75.000): STANDARD RF NTEMENT$ FOR THE COND INSPECTION, ,UPGRADE. AND 49.8! EL=SQ3t EXPANSION OF OF SEP SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AME DISPOSAL AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS\� /\� 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESGNED TO WITHSTAND AN H-20 * Inspection Port G LOADINIF UNDER AN IMPERVIOUS SURFACE. SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. N BOX Cover 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D-BOX SHALT. BE INSTALLED ON A STABLE 48.13 MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. IngPeC{jOn GEOTEXTICE 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX. AND 47.7t 46.7t POrt FABRIC t'T THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WTHM 6' OF FINAL GRADE, LEACHING FIELDS, TRENCHES, AND OTHER SOIL ABSORP7ON SYSTEMS WTHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED J 46.0 46:7 VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM NTH A CAP. TIED NTH MAGNETIC + + + MARKING TAPE, ACCESSIBLE TO WITHIN 3' OF FINAL GRADE. 46.95 +' 46.5 46.33 + + + + + + + + I + + a + 3/4" to 5. PIPING SHALL CONSIST OF 4' SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A J 1. 46.23 + f + + 1 I 1 y1 ! 1 I 1 1 1-1/2" STONE GAS'BAFFLE DB-3 H-20 + + + + + f + 1 + + + ++ (Double Wash) MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE S:Pi1C TANK, + t + + + + AND NOT LESS THAN 1% OTHERWISE. See Note III+ + + + + D-BOX 6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTON SYSTEM SHALL BE 4' DIAMETER SCHEDULE 40 ..................... •.. ........•. 45,5 45.5 LINES STALL 8E CAPPED """' ' 2'- ILO' Leach Field PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. X AT END OR AS NOIEO. EXISTING WITH THREE 4" SCH 40 PERF. PVC PIPE __� 7.) UNES FROM THE DISTRDUTON BOX TO BE. LEVEL FOR THE FIRST TWO (2) FEET BEFORE 'I 20 i SET AT 0.005 SLOPE ON 6" DOUBLE 5.0' PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO 1,000 GALLON �t0't WASHED 3/4" TO 1-1/2" STONE ASSURE EVEN DISTRIBUTION. SEPTIC TANK 8,) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES FLOW PROFILE IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE NOT TO SCALE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 10.) IN ACCORDANCE WITH 310 CMR 15.221. ALL SYSTEM COMPONENTS SHALL BE MARKED WTH EL= 40.5 Bottom Test Hole MAGNETIC MARKING TAPE. 11.) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 150' OF THE PROPOSED SOIL ABSORPTION SYSTEM. 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. SYSTEM DESIGN CALCULATIONS 13.) THE DESIGNER NLL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE ENGINEER. SEWAGE DESIGN FLOW: -THREE BEDROOMDESIGN0110 GPD/BEDROOM = 330 GPD 14.) THE BOARD OF HEALTH REOUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE TEST HOLE LOGS (MINIMUM DESIGN REQUIRED 330 GPD) BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE NTH THE TERMS OF THE PERMIT SEWAGE DESIGN FLOW PROVIDED: 16' X 30' WIDE LEACH FIELD AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REOIIESTED. Test Hole 1 (EL=50.5t) WITH THREE 4" PERFORATED PVC PIPE ON 6" STONE 15J LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO Layer Vt = [(30 X 16.0) = 480 Sr x 0.74 = 355 GPD PROVIDED LIMITED TO. REQUESTS TO OIGSAFE, Depth Fie, ye Soil Class Soil Color Other COMMENCEMENT OF ANY WORK. THIS INCLUDES. BUT IS NOT ANY PRIVATE UTILITY COMPARES AND THE LOCAL WATER DEPARTMENT. 355 GPD' PROVIDED > 330 GPD REQUIRED 16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING 0"-9" 49.75 A Loamy Sand IGYR 3/2 SEPTIC TANK CAPACITY REQUIRED: 330 GPD X 200 = 660 (MINIMUM) WTHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. B 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY 9"-49" 46.4 Loamy Sond 10YR 4/4 SEPTIC TANK CAPACITY PROVIDED; 1,000 GALLON SEPTIC TANK (EXISTING) SEPTIC SYSTEM COMPONENTS. 18J TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE. TITLE S. SOILS CAN BE 49"-120" 40.5 C Medium 10YR 6/4 GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS M OTHER AREAS. IF SOOd ' SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE _ SOILS PRIOR TO PROCEEDING NTH INSTALLATION OF ANY SEPTIC COMPONENTS. 19.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY. FILLED NTH CLEAN SAND AND DATE OF TESTING: 1/18/23 Proposed. Septic Plan IN PLACE OR REMOVED AS REQUIRED. AREA TO DE COMPACTED TO MINIMIZE SETTLING. ABANDG14ED SOIL EVALUATOR: MARK POLSELLI 39 Captain Blount Road WITNESS: JAY GARDINER - YARMOUTH HEALTH AGENT PERCOLATION RATE: LESS THAN 2 MIN/INCH South Yarmouth, MA PERC IN C LAYER (70" Deep) Prepared for: NO GROUNDWATER NO MOTTLING P Dave Nadie EXCAVATION NOTES �tNOFMggS 1) EXCAVATE ALL. MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVATION kS' 'SIC D , Prepared by: HOLE LOG) FOR A LATERAL DISTANCE OF 5' (WHERE POSSIBLE STEPHEN s� (WHERE POSSIBLE) IN ALL. DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA. B. m - All Cape Septic and Survey 2) FILLMATERIALSHALL CONSIST OF CLEANGRANULARSAND FREE FROM ORGANIC p�� -H 1� MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEKTS THE TEXTURAL r+6!Ha a - 618- Route 28 _7FP\' CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5. q, ``" West Yarmouth, MA 02673 THEOF EXCAVATION PRIOR TO PLACEMENT 3) OF FILL INTO Oq. (508) 771-4200 THERETAINING STRUCTURE. 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. / r)//�Z alicapeseptic®gmail.com G/7 y / 23 Date: January 24, 2023 7 Sheet 2 of 2