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Home My WebLink AboutEngineered Plan - 2016TOP OF FOUNDATION 24" D/AMPTER CONCRETE COVfR5 EL= 10 1.4± RAI5ED TO WITHIN 6"OFFIN/5H GRADE (OR A5 NOTED) 4° PVC VENT* CAP BY"SWEEfAIR' m < 3IMIN EL= I OO.G± EL=/00.2(min) EL=/006t EL=J00.6m± m 99X± 98.8+ 06.2± J a M a 6500VT/LEFABRIC 99.3+ 9B.25 (IN PLACE OF //4"- //2" PEA5TONE) O a 98.00 97.50 N =97,33 97.20 � N m 3/4" - 1- I/2" 5TONE 7 0== GAS BAFFL5 95.20 Longest Run THREE (3) 5HOREY PRECA5 T 500 5.Tf ... ....... ... . _ . .... 12' GALLON LEACH CHAMBERS WITH 4' 1500 GALLON DB-3 Of 5TONEALL AROUND H-20 R�t�d (END VlfM EL=89.5.± Bottom of Test Hole SEPTIC TANK D-BC�X L.AC.In CI�AMB,ERS (H-20 Loading) FLOW PROFILE CONSTRUCTION NOTES NOT TO SCALE 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (31 O CMR 15.000): STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION OF ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT 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 PA55 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 SOIL 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 501L 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 DE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK O RA , AND NOT LE55THAN 1%OTHERWI5E , -__.._ ___1_______ __,_ Y - - G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC (OK EQUIVALENT) LAID AT 0.005 FT/FT. UNLES5 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 501L ABSORPTION 5YSTEM, DISTRIBUTION BOX SHALL BE WATER TESTED 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. 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.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. 1Bthl Bdrm Bdrm 33.5' 4'8.518.5'8.514' i Vent I i p o i Chambers o VARIANCES REQUESTED VARIANCES REQUESTED FROM 3 10 CMR 15.000 AND TOWN OF EA5THAM LOCAL UPGRADE APPROVALS: 3 10 CMR 15.21 1 Minimum Setback Distances: I .) SAS not 1 O' from Property Line: 8' Held 2' Variance Requested 2.) SAS not 20' from Cellar or Crawl Space Wall: 1 5' Held 5' Variance Requested Second Floor Kitchen L13th Bdrm Living! Bdrm _ BENCHMARK Top Corner Wooden Step First Floor EL= 10 1.2 (Assumed Datum) FLOOR FLAN NOT TO SCALE 1 1.) THERE ARE NO KNOWN WELLS WITHIN I00' OF THE PROPOSED SOIL ABSORPTION SYSTEM. 5Y5TEM DESIGN CALCULATION ✓ 1 2.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNT1L RECEIPT OF .5EWAGEDE51GN FLOWREQU/RFD: 4 BEDROOM DWELLING @ / /O GPD/BEDROOM THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT = 440GPO REQUIRED USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 55WA(9EDE5/GN FLOW PR0V10,ED.• THREE (3)500 GALLON LEACH CHAMBER5 W/TH 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS 4'OF5TONEALL AROUND CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BYTHE DESIGNER. Vt = [(33.5 x 12.63) t 2(33.5 t 1203) x 21x .74 = 455.2 GPD PROVIDED 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 455 GPD PROVIDED > 440 GPD REQUIRED / SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT ti AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. 55PTIC TANK CAPACITYREQU/RED.• 440 GPDX 2007o = (980 GPD REQUIRED 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR SEPTIC TANK CAPACITYPROVIDED. 1500 GALLON PROVIDED (M/N/MUMALLOWED) DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, A GARBAGED/5P05AL 15 NOT PERMITTED WITH TH/5 DE5/GN FLOW ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. I G.) CONTRACTOR SHALL VERIFY THAT ALL WASTEUNES 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. 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE USED FOR STAKING; OR ANY OTHER PURPOSES. 19.) THI5 PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, 51DELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS. OWNER IS RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY. TEST 110LE LOGS Test Hole # I (EL= 100.0±) Depth Layer Sod Class Soil Color Comments 0"-3" O/A fine -Medium Sandy Loam I OYR 212 3"-G" E fine -Medium Sandy Loam 10YR 4/3 G"-20" B fine -Medium Sandy Loam I OYR 5/5 20"-12G" C I fine -Medium Sand I CYR GIG Perc @ 5 1" 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 DATE OF TESTING: 1 O/ 13/ 1 G SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER 15 TO INSPECT THE 501L EVALUATOR: LINDA J. PINTO, P.E., OCEAN51DE SEPTIC, INC. SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. BOARD OF HEALTH AGENT: PHIL RENAUD, YARMOUTH HEALTH DEPARTMENT PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C" LAYER 2).) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. NO GROUNDWATER ENCOUNTERED INSPECTION NOTE: D-Box ""- PLAN VIEW SCALE: I " = 10' INSTALLER TO VERIFY THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO THE START OF ANY EXCAVATION ACTIVITIES AND RELOCATE AS NECESSARY (SEE NOTE # 1 5) \ z x100.3 6nsting Septic Components to be Abandoned (see Note ,#2/) 9D,• c-� 1 `n Xnn^ N\ x100.6 I c/o •O 100.6 c 100.2 �S 0� /00, 00.3 1(� Perttstt valid for kEPA1R (w 5EP7'w SYSTEM �� ! e �N1Y;.dpe to State and I.ucal se)tic varian(tes. �1 �i �0� N OP 0�e��oa2\ '\� �d � 0 \ o \O �� x100.6 0 ZX1 �o� l 0. O r c 0 5b 5 i/00./2y / i LOT 6 8"080± S.F. (0.19± AC.) x 100.7 O 00.2 C,ITF PI ANI ,)UALC: I" = LU' Board of:llealth review and approval is required for any future add itions/rend%ations/alterations to sewage facilities anti/or sfructures/d�%elling, op Yarmooth Hetttlt DepartcuenAPPROVE .D/. "100.0 0 20 40 GO PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. SCALE 1 "=20' C:\Ocean5ide\SDS-Deni5e\51)5-Deni5e-SDS Plan.dwg JOHN Z, DEMAREST, JR. ,. No.36859 Yarmouth, MA Ot �O �e \�Aa� SITE LOCUS NOT TO SCALE 1.) Assessor's Map G9 Parcel 170 2.) Deed Book 24545 Page 105 3.) Plan Book 93 Page 39 4.) This property is not In a Zone II of a Public Water Supply 5.) Flood Zone: C LEGEND i2._. EX15TING SPOT GRADE 24x5 PROP05ED SPOT GRADE -- EX15TING CONTOUR 24- PROP05ED CONTOUR w WATER 5ERVI CE LINE O OVERHEAD UTILITY LINES u UNDERGROUND UTILITY LINES c GAS SERVICE LINE EDGE OF CLEARING - FENCE ® TEST HOLE LOCATION ST SEPTIC TANK DB D15T_R_ I_13UTIO_N_BOX_ - SAS _ _ _ -501L ABSORPTION SYSTEM RECEIVED - HEALTH DEPT. TN OF M4'S o`er LINDA J. PINTO Q r'KW I / 0 A Prepared for: Mahoney 404 Old Town Way, Hanover, MA 02339 Proposed Sewage D15r05a1 5y5tem 8 Denl5e Ln., Yarmouth, MA Prepared by: �IEPU0 P.O. Box 201, Brewster, MA 02631 Phone: (508) 896-1513 Date: 1 1/4/1 G I Scale: As Shown I By: UP I Check: DAN I Project No. OS I G412