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Home My WebLink AboutEngineered Plan - 2019Permit valid for REPAIR OF SEp1*IC SYS'PEN ONL.Y,, dine to State and Local septic: vdriances. Board of Fleafth review and approval is reguirech for atiy future addi,tions/reninntjo115/nttera tions to sewage facilities and/or structures/dwelling. Yarmouth Health 1)enartment APPROVED/ MAGNETIC NAIL SET EL. =100.00 PROPOSED S.A.S. 2-500 GALLON CHAMBERS SURROUNDED WITH 4' STONE CBSEAL 100.12 100.06 100.54 HCL o m rt CATCH BA: F-1-{ 100,9`. l� 101.27 ROAD O O ed9e � Of P( A ELM 14 100,71 100.36 S 7g,57" *5pW Da ' ' 95-00 loom pp oar x 100.08 h ti Al" /� A • o� Q �t 101.22 x �y,Q LOT 51 �..... 14,266±S.F. � 3 0 x /102,32 EXISTING 1' T 102.09 vlglq ,23 O <y� �TP O O T� 103.52 HOUSE(#65) T. 0. F. =103.3±/ EX •• S pER3�/ INV bh 0 M -c N 1 2.88 102.46 0 -'SG1 p1.3t ,,INV-- x 102.76 x 102.80 DOG PEN �INE28INCH x 103.14 2,66 SHED EXISTING CESSPOOLS TO BE PUMPED, FILLED WITH SAND AND ABANDONED A1341 - 1,04.25ce 120.00' x \ cockade fen \ x 104,19 X50„ E \ N 79 57 ��,�� OF Mgss9Cy PETER T. McENTEE CIVIL No. 35109 crSS.�`�� AA \'� I LOCUS MAP NOT TO SCALE GENERAL NOTES: 1 ALL CHANGES HEALOTHTHIS PLAN THE D UST BENGP ERORVED BY THE LOCAL BOARD 4 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: a -310 CMR 15.405(1)(b)&(f): CONTENTS OF LOCAL UPGRADE APPROVAL 1) A 3' variance, S.A.S. to cellar wall, for a 17' setback. 2) A 7' variance, S.A.S. to leaching catch basin, for an 18' setback. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 13. THIS PIAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 65 HAZELMOOR ROAD, SOUTH YARMOUTH, MA OWNER OF RECORD Prepared for: Jerard Reardon, 707 Main Street, Hyannis, MA 02601 JERARD REARDON 707 MAIN STREET Engineering by: Surveyring by: SCALE DRAWN JOB. NO. HYANNIS, MA 02601 Engineering Works, Inc. JC Engineering, Inc. 1 "=20' P.T.M. 162-19 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET NO. I� Forestdole, MA 02644 E.Warehom, MA 02538 PARCEL ID: 78-'240 (508) 477-5313 (508) 273-0377 4/18/19 P.T.M. 1 Of 2 --56--- EXISTING CONTOUR :. 101.25 ''; x 100.98 EXISTING SPOT GRADE -W- EXISTING WATER SERVICE 102.13 -� 1 � W_ OVERHEAD WIRES ent TEST PIT / BENCHMARK 101,62 p''....:: LEGEND -'SG1 p1.3t ,,INV-- x 102.76 x 102.80 DOG PEN �INE28INCH x 103.14 2,66 SHED EXISTING CESSPOOLS TO BE PUMPED, FILLED WITH SAND AND ABANDONED A1341 - 1,04.25ce 120.00' x \ cockade fen \ x 104,19 X50„ E \ N 79 57 ��,�� OF Mgss9Cy PETER T. McENTEE CIVIL No. 35109 crSS.�`�� AA \'� I LOCUS MAP NOT TO SCALE GENERAL NOTES: 1 ALL CHANGES HEALOTHTHIS PLAN THE D UST BENGP ERORVED BY THE LOCAL BOARD 4 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: a -310 CMR 15.405(1)(b)&(f): CONTENTS OF LOCAL UPGRADE APPROVAL 1) A 3' variance, S.A.S. to cellar wall, for a 17' setback. 2) A 7' variance, S.A.S. to leaching catch basin, for an 18' setback. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 13. THIS PIAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 65 HAZELMOOR ROAD, SOUTH YARMOUTH, MA OWNER OF RECORD Prepared for: Jerard Reardon, 707 Main Street, Hyannis, MA 02601 JERARD REARDON 707 MAIN STREET Engineering by: Surveyring by: SCALE DRAWN JOB. NO. HYANNIS, MA 02601 Engineering Works, Inc. JC Engineering, Inc. 1 "=20' P.T.M. 162-19 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET NO. I� Forestdole, MA 02644 E.Warehom, MA 02538 PARCEL ID: 78-'240 (508) 477-5313 (508) 273-0377 4/18/19 P.T.M. 1 Of 2 :. 101.25 ''; 10 ,45 0� / > 101,7? 101,62 p''....:: -'SG1 p1.3t ,,INV-- x 102.76 x 102.80 DOG PEN �INE28INCH x 103.14 2,66 SHED EXISTING CESSPOOLS TO BE PUMPED, FILLED WITH SAND AND ABANDONED A1341 - 1,04.25ce 120.00' x \ cockade fen \ x 104,19 X50„ E \ N 79 57 ��,�� OF Mgss9Cy PETER T. McENTEE CIVIL No. 35109 crSS.�`�� AA \'� I LOCUS MAP NOT TO SCALE GENERAL NOTES: 1 ALL CHANGES HEALOTHTHIS PLAN THE D UST BENGP ERORVED BY THE LOCAL BOARD 4 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: a -310 CMR 15.405(1)(b)&(f): CONTENTS OF LOCAL UPGRADE APPROVAL 1) A 3' variance, S.A.S. to cellar wall, for a 17' setback. 2) A 7' variance, S.A.S. to leaching catch basin, for an 18' setback. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 13. THIS PIAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 65 HAZELMOOR ROAD, SOUTH YARMOUTH, MA OWNER OF RECORD Prepared for: Jerard Reardon, 707 Main Street, Hyannis, MA 02601 JERARD REARDON 707 MAIN STREET Engineering by: Surveyring by: SCALE DRAWN JOB. NO. HYANNIS, MA 02601 Engineering Works, Inc. JC Engineering, Inc. 1 "=20' P.T.M. 162-19 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET NO. I� Forestdole, MA 02644 E.Warehom, MA 02538 PARCEL ID: 78-'240 (508) 477-5313 (508) 273-0377 4/18/19 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=100.0 FOR A DISTANCE OF 15' FROM THE EDGE SEPTIC TANK PROPOSED D -BOX OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=103.3± SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=102.8± F.G. EL=102.5± F.G. EL.=102.2± F.G. EL.=102.0± Map MAINTAIN 2% SLOPE OVER S.A.S. 30 2''� , � •4 /�•'' A-7.4! , ,EXISTING L=54'(MAX.) ® s=1% (MIN.) L=30' L=13' ' HOU 5) 4"SCH40 PVC ®S-1% (MIN.) 0 S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" , T.O.F.=103.3E " DOUBLE WASHED STONE 1 `38 �, 29 10"I 6 (OR APPROVED FILTER FABRIC) PROP. INV.=100.35 48" LIQUID t4" ---3/4" TO 1-1/2" DOUBLE �� S.A.S. ` VEL ADD INV.=99.80 PROPOSED GAS BAM F INV.=99.63 ' WASHED STONE M;q tj INV.=100.10 3 OTLETS INV.= 99.50 RATED Ej PROPOSED SEPTIC TANK H-10 2-500 GALLON LEACHING CHAMBERS WITH STONE AS SHOWN 30.2 SURROUNDED CONNECT TO EXISTING SUITABLE SEWERS H-10 RATED AT HOUSE AT, INV=101.3± TOP CONC. ELEV.=100.3± BREAKOUT ELEV.=100.00 INV. ELEV.= 99.50 ANN NOTES: mammonman ®WORM® 0130® S.A.S. LAYOUT 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & BOTTOM ELEV.= 97.50 INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. 4' 2 x 8.5'=27.0' 4' 2) SEPTIC TANK & D -BOX SHALL BE SET LEVEL AND TRUE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 12.8' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED PERVIOUS MATERIAL STONE BASE, AS SPECIFIED 310 CMR 15.405(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF SUITABLE SOILS, EL.=92.3 = El El ®®®® ® ®� 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE ® ® ® ® ® ® ® ® ® ® ® 33" AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. h- Fz 4 Ea E3 W ® U E3 E3 E3 U E3 E3 E31 Ea E3 5) USE OF THE EXISTING SEPTIC TANK IS SUBJECT TO - THE APPROVAL OF THE FALMOUTH BOARD OF HEALTH SEPTIC SYSTEM PROFILE N Z ® �® Ea OR ITS AGENT. 102" SOIL LOG DESIGN CRITERIA DATE: APRIL 4, 2019 4" KNOCKOUT SOIL EVALUATOR: PETER McENTEE PE(SE#1542) NUMBER OF BEDROOMS: 3 WITNESS: AMY VON HONE RS HEALTH AGENT 20" DIA. COVER SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) Elev. TP -1 Depth DESIGN PERCOLATION RATE: <2 MIN/IN 102.3 A 0" SANDY LOAM 4" KNOCKOUT 4" KNOCKOUT 58" 0 DAILY FLOW: 330 GPD 101.6 1OYR 4/2 8„ DESIGN FLOW: 330 GPD B SANDY LOAM 10YR 5/8 4" KNOCKOUT GARBAGE GRINDER: NO -not allowedwith design 100.3 24 LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF C1 COARSE SAND 500 GALLON CAPACITY, H-10 LOADING .74 10YR 5/6 CHAMBERS LLON CAPACITY (H-10) PROPOSED SEPTIC TANK: 1500GALLON 95.8 78" PROPOSED D -BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED C2 MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 7/3 65 HAZELMOOR ROAD, SOUTH YARMOUTH, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES Prepared for: Jerard Reardon, 707 Main Street, Hyannis, MA 02601 SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. 92.3 120" Engineering by: Surveyring by: SCALE DRAWN JOB. NO. BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. C3 SILT LOAM 2.5Y 5/3 Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 162-19 TOTAL AREA: ... .......................................................... 471 .2 S.F. 91 6 128„ 12 West Crossfield Road 2854 Cranberry Hwy. SHEET NO. DATE CHECKED DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER OBSERVED PERC RATE: <2 MIN./IN. Forestdole, MA 02644 (508) 477-5313 E.Wareham, MA 02538 (508) 273-0377 4/18/19 P.T.M. 2 Of 2