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Home My WebLink AboutEngineer Plano6 PQ V-i Map 50 Parcel 58 Clifford Str -,T 40) IrN eet Publ' N 8§:3-r 10" 7. ... ........ .. 88-38, vvay S 80*44:40" E S 80"44940ft 3.07 D/W I 'Vow House # 2 Bedroom L 57,13' CD1 4 001 1:10 TOF EL = 20.5± R 31.74' Wooded 1 Liv Bed 18 Area #1 I Lot 37 & Lot 38 Garage 242,620± Sq. Ft. Slob Kit UJI w at Bed #2 !01 100.0 W Mop 50 Parcel 55 20 0 LOCATION OF UTILITIES IS APPROXIMATE AND ALL UNDERGROUND AND OVERHEAD UTILITIES MUST BE DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES AND THE LOCAL WATER DEPARTMENT. ocu b Jupiter co,l o,�o 0, � South Yarmouth,- MA SITE LOCUS NOT TO SCALE 1.) Assessor's Map 50 Parcel 57 2.),Bk 31045 Pg. 329 3.) Pion Book 174 Page 31 Lot 37/38 5.) This property is not in the Aquifer - Protection District 5.) This property is in Flood Zone X Firm map 250001CO587J Doted: 7/16/14 C*4 TBM EL - Q) C-41 20' Top of Concrete;r)I �� Min TP #2 .0 -Lo er--�6(19.7) / / 0 Per Test'-c, SAS STT---- b (0 - -4 0� 0 0)/ 00 C.� LO M See Lo TP C5 -,Note #19 18 181.76 GRARHIC SCALE 10 20 40 1 1 1 ( IN FEET ) 1 inch = 20 ft. Mop 50 Parcel 5 5 IYarmouth Health Department VED ;ame Date so Proposed Septic Plan 3 Clifford Street South 'Yarmouth, MA Prepared Prepared for: by. All Cope Septic LLC Priscilla Anderson 618 Route 28 Clifford 'Street hest Yarmouth, MA 02673 South Yarmouth, MA 02664 (508) 771-4200 alicapesepticOgmoil.com Date: 08/23/22 Sheet 1 of 2 '1 By. MA I Check: SM I Project No. AC-486 CONSTRUCTION -NOTE 1.) ALL WORK SHALL CONFORM To THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR I& }: STANDARD REG UREMF.NTS FOR THE SITING. CONSTRUCTION. INSPECTION- UPGRADE, AND EXPANSION OF ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF SEPTAGF, AND THE LOCAL BOARD OF HEALTH REGULATIONS. 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED 'IN A LOCATION- WHERE THERE IS POTENTIAL I OR VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H- LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 3.) TO MINIMIZE UNEVEN SETTLING. SEPTIC TANKS AND D-BOX SHALL BE INSTALLED ON A STABLE MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK. THE DISTRIBUTION BOX. AND THE SOW. ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL OJUM. LEACHING FIELDS, TRENCHES. AND OTHER SOIL ABSORPTION ON SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) NSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF TIME SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE. ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC'OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE Of HOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC T AND NOT LESS THAN IX OTHERWISE. 6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTTED. LINES SHALL BE CAPPED AT END ONE AS NOTED. 7.) LINES FROM THE - DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN DISTRIBUTIO W &) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUC IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL. FIELD, DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 10.) 1% ACCORDANCE WITH 310 CMR t5.221, ALL SYSTEM COMPONENTS SHALL BE MARKED O MAGNETIC MARKING TAPE. 11.) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 15W OF THE PROPOSED SOIL. ABSORP ftON 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. AN y CHANGES SHALL BE APPROVED IN WRITING BY THE ENGI 14.) THE BOARD,or HEALTH. REQUIRES INSPECTION OF ALL CONSTRUC71ON BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THIS DES04M SHALL CERTIFY 1N WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITI{ THE TERMS OF THE PERMIT AND THE APPROVED PLANS, 48 HOURS ADVANCE NOTICE IS REQUESTED. 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGS ANY PRIVATE UTILITY COMPANIES. AND THE LOCAL WATER DEPARTMENT. 16.}. CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC CO MPO>1NENTS. 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF AN SEPTIC SYSTEM COMPONENTS, 18.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL Cam, TITLE 5. SOILS CAN BE VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS IF SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. 19.) EXISTING SEPTIC COMPONENTS To BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND ABANDONED IN PLACE OR REMOVED AS REOULRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING RAISE MIN. 20" DIAMETER COVER RAISE MIN. 20" DIAMETER COVER TO WITHIN 6" OF FINISH GRADE TO WITHIN 6" OF FINISH GRADE EL=20.5t 19.4+ 19.8t EL-i20.5# - x O 18.0 GEOTEXTILE 17.6g FABRIC 18.5t Existing 17.9 17.65 17.47 17.3 17.1 3 4" to 1- 1st' (Bauble was GAS BAFFLE DB- 3 H-20 D -- B O X THREE (3) 500 GALLON H-- 20 PRECAST • - ' 15.1 CONCRETE LEACH CHAMBERS WITH 4' OF -�--•- _-_______ > 28' t 1,500 GALLON STONE ON ENDS AND 4' ON SIDES I -16'± t------1 '± ---- , 5.S SEPTIC TANK LEACH CHAMBERS END VIEW FLOW PROFILE NOT TO SCALE EL=9.3 Bottom Test Hole SYSTEM. T r- c^ T 1 1 /1% 1 r` ' I r% /'* (_ Test Hole 1 (EL= 20.5f)l L- J I I L V.1 L . L_ V✓ V .. Qepth Elev. Layer Soil Class Snit Color other 0"-6" 20.0 A/E Loamy Sand 10YR4/1 6"-35" 17.6 8 Loamy sand 10YR5/6 35"-125" 10.1 C Med Sand 10YR6/4 Test Hole 2 (EL=19.7f ) Depth Elev. Layer Soil Class I Sall Color Other 0"-10" 19.1 O/A Loamy Sand 10YR4/1 10"-33" 16.9 8 Loamy Sand 10YR5/6 33"-125" 9.3 C Med Sand 10YR6/4 DATE OF TESTING: 08/10/22 SOIL EVALUATOR., MARK POSELU WITNESS: ,JAY GARDINER YARMOUTH HEALTH AGENT PERCOLATION RATS; HOLE #2: LESS THAN < 2 MIN/INCH (0 70") NO GROUNDWATER ENCOUNTERED NO MOTTLING ENCOUNTERED SYSTEM DESIGN CALCULATIONS SEWAGE DESIGN FLOW: EXISTING TWO BEDROOM DWELLING 0 110 GPD/BEDROOM - 220 GPD (MINIMUM DESIGN REOXIIRED 330 GPD) SEWAGE DESIGN FLOW PROVIDED: THREE (3) 500 GALLON CHAMBERS WITH 4' STONE ON - THE ENDS AND 4' STONE ON THE SIDES Vt = [(33.5 x 12.83) + 2(33.5 + 12.53) (2) x .74 = 455 GPD PROVIDED 455 GPD PROVIDED > 330 GPD REO?UIRED SEPTIC TANK CAPACITY REOUIRED: 330 GPD X 200 = 660 (MINIMUM) SEPTIC TANK CAPACITY PROVIDED: 1.500 GALLON SEPTIC TANK A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW f Proposed Septic Plan 3 Clifford Street South Yarmouth, MA Prepared for: Priscilla Anderson 3 Clifford Street South, Yarmouth, MA Prepared by: All Cape Septic -and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771--4200 allcopesepticOgma il_ Cam Date: 08/23/22 Sheet 2 of 2 Project No. AC--486--2