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Home My WebLink AboutEngineer PlansTOP OF FOUNDATION 4" PVC VENT /500 GALLON /5, f (H-20 Rated) OB-3 (H-20 Rated) SEPTIC TANK D-BOX CONSTRUCTION NOTES Longest Run /9' - FLOW PROFI LE NOT TO SCALE 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.000): AND THE REGULATIONS OF THE LOCAL BOARD OF HEALTH. 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS 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 501L ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G" OF FINAL GRADE. LEACHING FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE 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 NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT LESS THAN I % OTHERWISE. G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR 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 WATERTESTED TO ASSURE EVEN DISTRIBUTION. 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 0.) 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.) IN ACCORDANCE WITH 3 10 CMR 1 5.221 , ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. 1 1 .) THERE ARE NO OTHER KNOWN WELLS WITHIN 100' 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. 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER. 14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH 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 15 NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. I G.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. 15.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 51TE PLAN SHALL NOT BE USED FOR STAKING, OR ANY OTHER PURPOSES. NOR SHALL IT BE USED AS A MORTGAGE PLOT PLAN OR TITLE SURVEY. CONFORMANCE TO LOCAL BYLAWS SHALL BE DETERMINED BY THE OWNER PRIOR TO CONSTRUCTION. 19.) THI5 PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS. OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY. 20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF 501LS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER 15 TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. 21 .) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 22.) EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED SOIL SHALL BE REMOVED FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM AND REPLACED WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 23.) INSTALL A 40 mil HDPE LINER FROM EL= 1 5.0± TO EL= I 1 .0± A5 SHOWN ON PLAN (SEE PLAN VIEW) THREE (3) 510REYPRECA5T 500 GALLON LEACH CHAM5E95 WITH 4' OF5TONEALL AROUND (H--20 Rated) LEACI--7j CHAM5f95 CONSERVATION NOTES: 1.) LIMIT OF WORK SHALL BE AS SHOWN. A ROW OF DOUBLE STAKED HAYBALE5 SHALL BE CONSTRUCTED ALONG THE LIMIT OF WORK LINE PRIOR TO THE COMMENCEMENT OF ANY WORK. 2.) ALL DISTURBED AREAS SHALL BE LANDSCAPED. PLANTINGS SHALL INCLUDE A MIXTURE OF INDIGENOUS SHRUBS AND GROUNDCOVER FROM THE APPROVED PLANT LIST. 3.) CONTRACTOR, BUILDER, AND OWNER SHALL REVIEW THE ORDER OF CONDITIONS PRIOR TO AND DURING CONSTRUCTION. GFOTlXT/LE FABR/C (/N PLACE OF //4"- //2' PEA5TONE) 3/4' - /- //2' 5TONE 5. T+ EL=G..3+ (Bottom of Test Hole) 5Y5TEM DE51GN CALCULATIONS SEWAGE DE5/G1V FLOW REQUIRED: 2 19DRA1 DWELLING + / FUTURE BDRM & / /O GPD/DORM = 330 GPD REOU/RED SEWAGE DE5/GN PLOW PROVDED: THREE (3) 500 GALLON LEACH CHAMDER5 WITH 2.5'OF50NEALL AROUND Vt = [(30.5 x 9.63) + 2(30.5 + 9.63) x 2Jx .74 = 34 /.2 GPD PROVIDED 34 / GPD PROVIDED > 330 GPD REQUIRED 5EPTIC TANK CAPAC/TYREQU/RED: 330 GPDX 200% = CCO GPD REQUIRED 5EP77C TANK CAP407YPROV/DED. /500 GALLON PROVIDED (MIN/MUM ALLOWED) A GARBAGE D/5P05AL /5 NOT PERMITTED WITH r1i/5 DE5/GN FLOW VARIANCES REQUESTED Variances: 3 10 CMR 15.21 1 Min. Setback Distances: 1.) Septic Tank not I O' from Property line 3' Held 7' Variance Requested 2.) SAS not 10' from 5W property line 2' Held 8' Variance Requested 3.) SAS not 10' from SE property line 4' Held G' Variance Requested 4.) SAS not 10' from Slab Foundation 7' Held 3' Variance Requested Variances: 3 10 CMR 15.248 Reserve Area: 5.) No Reserve Area Remove and Replace Requested Town of Yarmouth Regulation 3.7 6.) SAS not 100' from Edge of Wetland 94' Held G' Variance Requested r,\\/-i- 0 Fp44/NS p ONE Yarmouth, MA 12.5' 30.5' 251, 51TE LOCUS PLAN VIEW NOT TO SCALE Permit valid for REPAIR E SEPTiC SYSTEM SCALE: I " = 10' ONLY, due to State and Local septic vartanc approval is required for Board of Health review and app any future additions/renovations terations LEGEND ♦ O sewage facilities and/or structures/dwel ling. Yarmouth Eleatth Department _ EXISTING SPOT GRADE ___ _,,` Ap ROVE 246 PROPOSED SPOT_ GRADE _ ♦. ;; S -- -- - - EXISTING CONTOUR ��,,t l ``°c♦.�.."......".... PROP05ED CONTOUR WATER SERVICE LINE ,b ♦ Drat OVERHEAD UTILITY LINES \~ ` Nhe J u UNDERGROUND UTILITY LINES V PARCEL ID: ` ~� v / G GAS SERVICE LINE �p �� .'`�\ �iL� lj�ti ♦ ............ .. �� Q �� EDGE OF CLEARING O�� " t�O .TP LIMIT OF WORK pAS� �, \� .T ` 'y ® TEST HOLE LOCATION .� �� _ ` ` �\ sr SEPTIC TANK l `�� ....s....... DB DISTRIBUTION BOX ♦ t fi ` :'\ `., t ` ,`. , � r . _ .. �� SA5 SOIL ABSORPTION SYSTEM �_ � � � ,{,� � `�\ �� \j •�\� ......2�9 ....... ` Q WATER METER \ �`, ss- L// �op�q PARCEL Ib: ` Existing Dwelling f' 119/33 ♦l `\� to be Razed �� / Goa �q \ T 1 ' r r T• _ AREA=0.28 AC. O Fast+ng Septrc ! ♦ J �7 �`/ O`�� 3 � ` , �v� . `t' l` O S_ \N ID �9 ti0 °� OijjF,, ! nj �� 6 S ♦ `L `�;' ,., O I H OF MIS ♦ �i 9 R r �� . rn_a r a°o '°P �O ��C. UPOLE CS, O LIN S C_QS 1 O O �' 'o TP-2 `Jv' Off, , X, i C DA J. G r /0' �0 C`IO 177117 Test Hole # I (EL= 17.3±) TEST HOLE LOGS Depth Layer Soil Class Soil Color Comments 0"-8" 8"-28" A B Loamy Sand Loamy Sand I OYR 3/4 I OYR G/8 28"-1 20" C I Fine -Medium Sand I OYR 8/2 P h Lo IER C NL m PARCEL ID: d. as 119/34.2 & JI o, C�s7ERE° �2 I I , Notes: I)♦ I .) Assessor's Map 119 Parcel 33 2.) Deed Book 34104 Page 157 3I sF 3.) Plan Book 79 Page 101 Vent 2\ 30 4.) This property Is not In a Zone 11 of a Public Water 5u I duo L .. `: s '"f-. 20'm I ♦ p p Y ppY @ 56" /'� , v:• .:: i 5.) Flood Zone: AE(9), X ♦ >> F,• � �, / 2�, Community Panel: 2500 I C0583J Dated: 07/ 16/ 14 Test Hole #2 (EL= 17.5±) Depth Layer Soil Class Soil Color Comments 0"-8" A Loamy Sand I OYR 3/4 8"-26" B Loamy Sand I OYR G/8 26"-108" C I Fine -Medium Sand I OYR 812 Pero @ 52" Test Hole #3 (EL= 1 7.2±) Depth Layer Soil Class Soil Color Comments 0"-10" A Loamy Sand I OYR 3/4 10"-28" B Loamy Sand I OYP 6/8 28"-120" C I fine -Medium Sand I OYR 8/2 Test Hole #4 (EL= 16.3±) Depth Layer Soil Class Soil Color Comments 0"-10" A Loamy Sand I OYR 3/4 10"-24" B Loamy Sand I OYR GO 24"-1 20" C I fine -Medium Sand 1 OYR 8/2 DATE OF TESTING: 1 1 /29/2021 SOIL EVALUATOR: D. BENNETT, R.S., S.E. BOARD OF HEALTH AGENT: CAROL EASTMAN, BARN. CNTY HEALTH DEPT PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C" LAYER NO GROUNDWATER ENCOUNTERED 5erwce LLne T�♦ � I,' � N �:i �,,,�--_---"--- 6.) Zoning: R-40 ^ ♦ \ l.t o ��, ti 1 BENCHMARK Old Kings Highway Dist., 2517o Building Coverage /r' ♦ , L .n s11• Top of Foundation 7.) Prior to final mspection by the engmeer, System needs to I EL= 1 8.3 (NAVD Datum) be complete includmg buildup for covers. SITE PLAN ;�••�� 5��, SCALE: I " = 20' Liv;ng Bdrm Bdrm I Bth I Kitchen EX15TI NG f LOOK PLAN NOT TO SCALE 100' from Riverfront Existing SAS SURVEY BY: MacDougall Surveying & Associates P.O. Box 2428 Mashpee, Mo. 02649 PH. (508)419-1086 CELL: 774-327-0617 0 20 40 60 SCALE 1 "=20' CACSN\SDS- Butte rcup\SDS-Buttercup-SDS Plan.dwg ..� UPOLE (� 100' from Coastal Bank IREVISION 03/02/2022: Added Riverfront Designation, abutting SAS $ Water, Relocated j SAS, Revised Slab Foundation area, variance requests. Proposed Sewage D15po5al System 2 Buttercup Ln., 5outh Yarmouth, MA CSN Prepared for: P.O. Box 201 Brewster, MA 02631 2 Buttercup Realty Trust Phone: (508) 896-1783 ENGINEERING DATE: I SCALE: I LJ DESIGN: I CHECK: JOB NO: 0211 112022 AS SHOWN C DCB 2021315