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Home My WebLink About83-1682Uil 15 First Floor . . .EL = .19.5 Finish grade above and adjacent to system shall slope away at o min. of 2X 4" diam. cast iron or Schedule 40 PICC pipe (tight jvvints). 20' min. distance (building to edge of leaching system) 2–Removable covers within 6" of finished rade _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... g Access Holes in Tank to be 20" in Diameter Liquid Level_ _ Proposed D—box with access manhole within 6" of finished grade F.KISTCdC -,ND `- 1RrMCE. 7#ffirbl�i7f,Rl�`4�Yp171�`�4,v7a'f�i�ynY/Xl�h�71nTf�r�> 2I......... ...... .. . ..... level PVC s=0.013 fPfr-2-20" Diametx Acom Holes I. i INLET STEEL REINFORCED PRECAST CONCRETE PLAN VIEW "WAKE 001� -� OWN s• ALL ACCESS MANHOLE COVERS FOR SEPTIC TANK, DISTRIBUTION BOX, OUTLET AND LEACHING STRUCTURE SET MORE THAN 6" BELOW FINISHED GRADE, SHALL BE RAISED TO WITHIN 6" OF FINISHED GRADE. FANS A COVER ave ^r's' it F3 i,*LET 7 :-- aunn SIL"flf s'-0' nh RF -AYE U*" 41-1`� ws BAFFLE .. CROSS-SECTION END -SECTION TYPICAL 1500 GALLON SEPTIC TANK SCALE: 1/4" = 1' (H-20 LOADING) SECTION A -A SCALE: 1/4" = 1' J r M LM M CUM M p im M rJ ca 2L ,M M q \� 0 Gp,y V.O °»�� . ......... ........ . i V owV� ALL OUTLET PIPES FROM THE DISTRIBUTION BOX SHALL BE SET LEVEL FOR AT LEAST 2 FT. 5" 5-5"OU1 KNOCKOUTS OUTLET INSTALL POLYLOK FLOW EQUALIZERS ON ALL OUTLET PIPES —16.5" + CONCRETE COVER PLAN SECTION CROSS-SECTION 5 HOLE DISTRIBUTION BOX SCALE: 1" = 1' (H-20 LOADING) 19.5" GENERAL NOTES 1) No change to this system shall be made unless approved in writing by holmes and mcgrath, inc. 2) Subject to inspection during construction by the Board of Health and holmes and mcgrath, inc. 3) Heavy construction equipment shall not travel over disposal system during or after construction. 4) Disposal system to be constructed in accordance with Title 5 of the State Environmental Code. 5) A copy of these plans must be kept on the site during the time of construction. 6) A copy of these plans must be furnished to the contractor constructing the disposal system. 7) Before backfilling, the contractor shall notify holmes and mcgrath, inc., and the Board of Health Agent to inspect the system as constructed. 8) If the contractor encounters any variation between the existing conditions shown on the plan and the conditions encountered on the site, or any soil condition different than shown on the soil log, or any adverse soil, the contractor shall immediately contact holmes and mcgrath, inc. Holmes and mcgrath, Inc. will examine the soil condition and report to the owner any suggested revisions. K\KAPA,LIS\204146PP_R2.DWC NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes do McGrath, Inc .� 1500 gallon Septic Tank H-20 6" layer of Foundation H-20 crushed 11 . . . . . . . . . . .10 . . . y others . . . . . . . ^ compacted stone 'o 'e 6' LAYER OF CPU -WED COMPACTED STONE fPfr-2-20" Diametx Acom Holes I. i INLET STEEL REINFORCED PRECAST CONCRETE PLAN VIEW "WAKE 001� -� OWN s• ALL ACCESS MANHOLE COVERS FOR SEPTIC TANK, DISTRIBUTION BOX, OUTLET AND LEACHING STRUCTURE SET MORE THAN 6" BELOW FINISHED GRADE, SHALL BE RAISED TO WITHIN 6" OF FINISHED GRADE. FANS A COVER ave ^r's' it F3 i,*LET 7 :-- aunn SIL"flf s'-0' nh RF -AYE U*" 41-1`� ws BAFFLE .. CROSS-SECTION END -SECTION TYPICAL 1500 GALLON SEPTIC TANK SCALE: 1/4" = 1' (H-20 LOADING) SECTION A -A SCALE: 1/4" = 1' J r M LM M CUM M p im M rJ ca 2L ,M M q \� 0 Gp,y V.O °»�� . ......... ........ . i V owV� ALL OUTLET PIPES FROM THE DISTRIBUTION BOX SHALL BE SET LEVEL FOR AT LEAST 2 FT. 5" 5-5"OU1 KNOCKOUTS OUTLET INSTALL POLYLOK FLOW EQUALIZERS ON ALL OUTLET PIPES —16.5" + CONCRETE COVER PLAN SECTION CROSS-SECTION 5 HOLE DISTRIBUTION BOX SCALE: 1" = 1' (H-20 LOADING) 19.5" GENERAL NOTES 1) No change to this system shall be made unless approved in writing by holmes and mcgrath, inc. 2) Subject to inspection during construction by the Board of Health and holmes and mcgrath, inc. 3) Heavy construction equipment shall not travel over disposal system during or after construction. 4) Disposal system to be constructed in accordance with Title 5 of the State Environmental Code. 5) A copy of these plans must be kept on the site during the time of construction. 6) A copy of these plans must be furnished to the contractor constructing the disposal system. 7) Before backfilling, the contractor shall notify holmes and mcgrath, inc., and the Board of Health Agent to inspect the system as constructed. 8) If the contractor encounters any variation between the existing conditions shown on the plan and the conditions encountered on the site, or any soil condition different than shown on the soil log, or any adverse soil, the contractor shall immediately contact holmes and mcgrath, inc. Holmes and mcgrath, Inc. will examine the soil condition and report to the owner any suggested revisions. K\KAPA,LIS\204146PP_R2.DWC NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes do McGrath, Inc NOTES N/F CAPE COD HOSPITAL SURVEY ROD 8, CAP SET �^ N/F ROGER ALESSANDRO ti;y") LOT 25 �">^ R ', I - 9A RUNG OF FEN E RAIL Q,cyT\ 9s FOUND 0. \ '76", 6 � 16A 4 OAK � 6 ^ r`v -P "-)AK \ Fo \ Sy O \ \ LOT 20 \/F DAVID J. AGOSTINELLI 1. HOUSE NUMBER: 22 2. ASSESSOR'S NUMBER: 20-80 3. ZONING DISTRICT: R-25 \ 4. FLOOD HAZARD ZONES: C 5. BENCHMARK: AS SHOWN 6. TOPOGRAPHIC INFORMATION BASED ON AN ON THE GROUND INSTRUMENT SURVEY 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM. 8. REFERENCE: 1959 TOWN LAYOUT x LEGEN D —x FENCE O SHRUB X 25.9 SPOT GRADE OW— OVERHEAD WIRES BENCHMARK 7g TAG BOLT HYDRANT #28 ELEV. = 13.33 N/F MARTIN J. & A. RITA EARLS LOT 22 LOT 21 �O,I tK 16.7 )BL 14" ea 'HERR �• �/ 10"0 K +be 10"CHERRY y ouiDoaF SHOWER I "OAK 17.6 (e16 175 f. .'' Ij las ^ r`v -P "-)AK \ Fo \ Sy O \ \ LOT 20 \/F DAVID J. AGOSTINELLI 1. HOUSE NUMBER: 22 2. ASSESSOR'S NUMBER: 20-80 3. ZONING DISTRICT: R-25 \ 4. FLOOD HAZARD ZONES: C 5. BENCHMARK: AS SHOWN 6. TOPOGRAPHIC INFORMATION BASED ON AN ON THE GROUND INSTRUMENT SURVEY 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM. 8. REFERENCE: 1959 TOWN LAYOUT x LEGEN D —x FENCE O SHRUB X 25.9 SPOT GRADE OW— OVERHEAD WIRES BENCHMARK 7g TAG BOLT HYDRANT #28 ELEV. = 13.33 N/F MARTIN J. & A. RITA EARLS LOT 22 LOT 21 7,337 t S.F.6••OA.K J 12"OAK 10"CHERRY 17.6 (e16 `may 1/DBL L.. f. .'' Ij las s^c\UAFLE --0 13.55 13.55 �Q v�O V� ,BENCHMARK PK NAIL .5' OFF PAVEMENT EDGE, 9.5' OFF POLE f4O/4. ELEV.=12.91 AO <F 10 /g GRAPHIC SCALE ( IN FEEL' ) 1 inch — 20 ft. 204146PP.DVI, I CERTIFY THAT THE STRUCTURES ARE LOCATED IN FLOOD PLAIN ZONE C AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 250015 000 5D AND THAT FLOOD PLAIN ZONE C IS NOT A SPECIAL FLOOD HAZARD AREA. DATE REGISTERED Pk6FESSIONAL LAND SURVEYOR I CERTIFY THAT THE STRUCTURES ARE LOCATED ON THE LOT AS SHOWN. ATE REGISTERED P OFESSIONAL LAND SURVEYOR NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. YARMOUTH/22 GLENWOOD ST. LEGAL NOTICE YARMOUTH CONSERVATION COMMISSION NOTICE Notice is hereby given of the intent: Emmanuel D. Kapalis 23 Rutgers Road Wellesley, MA 02481 To demolish an eaistin❑❑ dwelling and replace with a new singlelamily dwelling, and all work appurtenant thereto at Z2 Glenwood Street West Yarmouth, MA in accordance with plans filed with the Yarmouth Conservation Commission. Hearing on the above will be held in the Yarmouth Town Hall, Route 28, South Yarmouth, MA on Thursday, September 2, 2004 @ 8:00 p.m. DAVID D. FLAHERTY JR. CHAIRMAN CONSERVATION tOffMISSION TOWN OF YARMOUTH ADk598425 The Register 8126/04 l F a., `:kms /�, 5.8 58 N/F CAPE COD HOSPITAL o/ / SURVEY ROD & CAP / SET N/F ROGER ALESSANDRO / LOT 25 / do / OM / SACK ON BFEN E RA11- RUNG OF F001S0 NOTES �r� � vn n✓ �. nvv., I IIrLL1.J 1. HOUSE NUMBER: 22 2. ASSESSOR'S NUMBER: 20-80 3. ZONING DISTRICT. R-25 4. FLOOD HAZARD ZONES: C 5. BENCHMARK: AS SHOWN 6. TOPOGRAPHIC INFORMATION BASED ON AN ON THE GROUND INSTRUMENT SURVEY 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM. 8. REFERENCE: 1959 TOWN LAYOUT 8. FRONT YARD SET BACK PER 2003 YARMOUTH ZONING BY LAW 20 10 0 SECTION 203.52.1 — 30% OF 96.75 (LOT DEPTH) = 29.04 9. MAXIMUM GRADE AROUND HOUSE NO GREATER THAN 30" TO FINISH GRADE ( IN FEET ) 1 inch = 20 ft 2♦ ,BENCHMARK PK NAIL .5' OFF PAVEMENT EDGE, 9.5' OFF POLE #40/4. ELEV =12.91 f D { CRANBERRY BOGS LOCUS MAP NOT TO SCALE LEGEND UTILITY POLE `oa SURVEY ROD CAP 0 FENCE -X—X- WETLAND FLAG 0 W-1 EXISTING WETLAND EXISTING TREE EXISTING SPOT GRADE 16.0 EXISTING GRADE —16— EDGE OF CLEARING '-A NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. 8/12/04 I REVISE FOUNDATION, ADD LIMIT OF WORK & WATER SERVICE TMS 17/26/041 REVISE SETBACKS, ADD PROPOSED SPOT SHOTS AND NOTES I LMC I MBM DATE DESCRIPTION 113lrawnheckedj R E V I S I O N S SMA 1! OF PROPOSED SEWAGE DISPOSAL SYSTEM PREPARED FOR EMMANUEL D. & GLORIA KAPALIS IN YARMOUTH MA SCALE: 1" =20' DATE: JUNE 6, 2004` ^� holmes and mcgrath, inc. ll T[%'3T1"( civil engineers and land surveyors SAN' 'XI 362 gifford street 508 548-3564(PHONE) �" °(J falmouth, ma. 02540 508 548-9672 (FAx) DRAWN: LMC CHECKED: .R c s JOB NO: 204146 DWG. NO: 78-2-13A SHEET 1 of 3 NOTICE Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor appears on this plan: (A) no person or persons, including any municipal or other public officials, may rely upon the information contained herein; and (B) this plan remains the property of Holmes & McGrath, Inc. 8/12/04 I REVISE FOUNDATION, ADD LIMIT OF WORK & WATER SERVICE TMS 17/26/041 REVISE SETBACKS, ADD PROPOSED SPOT SHOTS AND NOTES I LMC I MBM DATE DESCRIPTION 113lrawnheckedj R E V I S I O N S SMA 1! OF PROPOSED SEWAGE DISPOSAL SYSTEM PREPARED FOR EMMANUEL D. & GLORIA KAPALIS IN YARMOUTH MA SCALE: 1" =20' DATE: JUNE 6, 2004` ^� holmes and mcgrath, inc. ll T[%'3T1"( civil engineers and land surveyors SAN' 'XI 362 gifford street 508 548-3564(PHONE) �" °(J falmouth, ma. 02540 508 548-9672 (FAx) DRAWN: LMC CHECKED: .R c s JOB NO: 204146 DWG. NO: 78-2-13A SHEET 1 of 3