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Home My WebLink AboutEngineer Plan - 2021c cc N 42D 44' 40" E \ 124 TEST HOLE #1 r ` ( ELEV.= 99.00 NEW 1500 GALLON 2 99200 bSEPTIC TANK D—B 5 0 EXISTING B' O "'YYY V V W I o C 2 DEDROOM 99x25 O 3 O00 W C HOUSE O O e full foundation DECK FAILED' o r— #48 CESSPOOL P9.5= 99x00 s Fr... _.....,1 t>> 00 v� — .. u"auw,errun99x25 ti ¢ ` CESSPOOL " `------------------, GRAVEL I \ 99x00 DRIVEWAY PROJECT BENCH MARK —----------------� TOP OF FOUNDATION \A11 O / ELEV. = 100.00 (ASSU ltd) LOT 15 18,350 Square Feet +/— M 143 +/— lyl aPh I S 42D 44' 40" W i Permit valid for REPAIR OIF� SEPTIC SYSTEM c QNLY, due to State and Loral septic variances. m o' Board of Health review and approval is required for. Bedroom m v ,,,y future additions/renovations/alterations to. x S sewage facilities and/or structuresidwelling. Yarmouth Health Department Bedroom Living Room APPROVED 2 RR HOUSE FLOOR SCHEMATIC (Description Provided By Owner) c� li wxsi I4 Zv'z Nance Date 0 20 40 50 SCALE: 1"=20' 1. Contractor is responsible for Digsafe notification, Verification of Utilities and protection of all underground utilities and pipes. 2. The septic"tank amyl distri ution box shall be set level on 61%2" stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system Is subject to inspection during installation by Carmen E. Shay — Environmental Services, Inc. 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved pion and Local Regulations. 6. If, during installation the contractor encounters any soil conditions or site conditions that are different from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay — Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. 8. Install Tuf—Tite gas baffles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. 10. All solid piping, tees & fittings shall be 4" diameter Schedule 40 NSF PVC pipes with water tight joints. 11. Municipal Water is Connected to ALL OF The Residence and Abutting Properties Within 150 Feet. THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE PLAN BY JOHN P DOYLE, RLS ENTITLE "SITE PLAN OF LAND -48 BROWNING AVE., YARMOUTH, MA" DATED JULY 24, 2021 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. EXISTING CESSPOOLS TO BE PUMPED OUT AND FILLED IN PLACE NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE FROM THE EXISTING CESSPOOLS TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS. REV: 8/24/21—Per BOH Email I PLOT PLAN OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR EM JAY GEE TRUST AT 48 BROWNING AVENUE ASSESSORS MAP 88 PARCEL 133 YARMOUTH,..MA PREPARED BY: CARMEN E. SHAY ENVIRONMENTAL SERVICES P.O. Box 1576 MASHPEE, MA 02649 TEL/FAX : 508-294-7498 SCALE: 1 "=20' DRAWN BY: CES DATE: AUGUST 3, 2021 PROJECT#48 BROWNING BROWNING.DJNG SHEET 1 OF 2 10' min. from *NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C. EXISTING Foundation house to septic tank D -BOX rover must be Septic tank covers must be within r of GRACE within a In. of finished grads FULL S - 0.02 le' SYSTEM PROFILE Not to Scale 3-24' DIAM. EW 1.500 GA SEPTIC TANK H-10 Bwi over Septia Tank - 99.00 I NOTE: ALL COMPONENTSIMUST HAVE RISERS TO WITHIN 6' BELOW GRADE I MANHOLES 6 in.0f'3/4'-1 1/2' Compacted stone � (H9 p) DIST. BOX 8 in.of 3/4'-1 1/r compacted stone TYPICAL 1500 GALLON SEPTIC TANK INLET INIE 5' STEEL REINFORCED PRECAST CONCRETE PLAN VIEW 3-24• REMOVABLE COVERS CROSS SECTION V EB-- OuW ave D -Box - 99.00 Test HOI;e7 SECTION A -A 3 rain. tlnmonee cover must be 1 6' of GRADE S aver SAS - 99.00 PROFILE VIEW OF LEACHING -rT1?,Gr 12* min. Inlet to Wild r rah I* ' ►aWd 4Yudud,--a' ndn. T� uwi 'TewA Ca' -r w INSPECTION o0vm leha g within s in. of fli Iiehed grade \ �'S Y Qe BONG 0 0 10 YR 5/e 0= oq 0 0 Be "Ka Med. a 0 00 0 0 0 CROSS SECTION V EB-- OuW ave D -Box - 99.00 PERCOLATION TEST Date of Percolation Test: JULY 7. 2021 NOT TO SCALE Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Results Witnessed By. PHIL RENAUD - YARMOUTH BOH (H-10 LOADING) EXCAVATOR: SHAY ENVIRONMENTAL SERVICES Percolation Rate: Less Than 2 MPI 0 30" THE ACCESS COVERS FOR THE SEPTIC TANK, DISTRIBUTION BOX AND LEACHING COMPONENT SHALL BE RAISED TO WITHIN S' OF FINISHED GRADE. INSTALL TUF-nTE GAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENDS •: s -r mTn. depth END—SECTION Design Calculations Number of Bedrooms: 2 Equivalent to 220 Gal./Day Garbage Grinder: No Leaching Capacity Proposed: 220 Gol./Doy Minimum (Min. Per Title V) Septic Tank : - 2 x220 Gal./Doy = 440 USE EXIST. 1000 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation rate of Q min./inch Bottom Area: 0.74 gal/day/sq. ft. x 250 sq. ft. 185 gallons/day Sidewall Area: 0.74 gal./day/sq. ft. x 140 sq. ft. 103.6 gallon/day Providing: = 288.60 gallons/day Use: (2) 500 H-10 CONCRETE CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, (5' W x 8.5' L) TO BE USED WITH 2.5' OF WASHED STONE ON THE SIDES AND 4' OF WASHED STONE ON THE ENDS. Test HOI;e7 SECTION A -A DEPTH SOILS ELEV.! cover must be 1 6' of GRADE S aver SAS - 99.00 PROFILE VIEW OF LEACHING SYSTEM I* ' ►aWd 4Yudud,--a' N f/!• - 1/l' V eIwd P�mfalr TOP OF SAS - 98.50 INSPECTION o0vm leha g within s in. of fli Iiehed grade \ o / Sandy Loom 0 0 10 YR 5/e 0= oq 0 0 Be 96.50 Med. a 0 00 0 0 0 A o0 0 0 30•_132, 57. Grave C, 88.00 2 UMts B 8.5' = 29.5' I 4' _f0• � S' F4 OVIDED Effective Width PERCOLATION TEST Date of Percolation Test: JULY 7. 2021 NOT TO SCALE Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Results Witnessed By. PHIL RENAUD - YARMOUTH BOH (H-10 LOADING) EXCAVATOR: SHAY ENVIRONMENTAL SERVICES Percolation Rate: Less Than 2 MPI 0 30" THE ACCESS COVERS FOR THE SEPTIC TANK, DISTRIBUTION BOX AND LEACHING COMPONENT SHALL BE RAISED TO WITHIN S' OF FINISHED GRADE. INSTALL TUF-nTE GAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENDS •: s -r mTn. depth END—SECTION Design Calculations Number of Bedrooms: 2 Equivalent to 220 Gal./Day Garbage Grinder: No Leaching Capacity Proposed: 220 Gol./Doy Minimum (Min. Per Title V) Septic Tank : - 2 x220 Gal./Doy = 440 USE EXIST. 1000 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation rate of Q min./inch Bottom Area: 0.74 gal/day/sq. ft. x 250 sq. ft. 185 gallons/day Sidewall Area: 0.74 gal./day/sq. ft. x 140 sq. ft. 103.6 gallon/day Providing: = 288.60 gallons/day Use: (2) 500 H-10 CONCRETE CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, (5' W x 8.5' L) TO BE USED WITH 2.5' OF WASHED STONE ON THE SIDES AND 4' OF WASHED STONE ON THE ENDS. Perc #1 Depth to Pere: 30" to 48" Perc Rate= c2 MPI Groundwater Not Observed No Observed ESHWf ADJUSTED H2O Elev. = None Effectfve Length SOIL ABSORPTION SYSTEM (SAS) 500 - C H-10 LEACHING UNITS / WIGGINS PRECAST Not to Scale DISiBM INUn WA anxu os 12" CONCRETE COYER SET LM FOR AT LEAST 2 FT. a&5' 3 - 6' 011WuY..w:S...e:+.2 INOa(WTS OUTLET tY INLET . 4' - SCH. 40 Te t75' PLAN SECTION CROSS—SECTION 3 HOLE H-10 DISTRIBUTION BOX NOT TO SCALE REE: 8/24/21 -Per BOH Email I PLOT OMAN OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR EM JAY GEE TRUST AT 48 BROWNING AVENUE ASSESSORS MAP 88 PARCEL 133 YARMOUTH, MA PREPARED BY: CARNEW E. ,SAA Y ENVIRONMENTAL SERVICES P.O. BOX 1576 MASHPEE, MA 02649 TEL/FAX : 508-294-7498 SCALE: N/A SHEET 2 1 DRAWN BY: CES I DATE: AUGUST 3, 2021 PROJECT#48 BROWNING FILENAME:48 BROWNING.D G SHEET 2 OF 2 Test HOI;e7 No. 1 DEPTH SOILS ELEV.! 0 99.00 Sandy Lown 10 TR 3/2 A. 98.50 Sandy Loom 10 YR 5/e Be 96.50 Med. Sand 25 Y 7/4 30•_132, 57. Grave C, 88.00 I Perc #1 Depth to Pere: 30" to 48" Perc Rate= c2 MPI Groundwater Not Observed No Observed ESHWf ADJUSTED H2O Elev. = None Effectfve Length SOIL ABSORPTION SYSTEM (SAS) 500 - C H-10 LEACHING UNITS / WIGGINS PRECAST Not to Scale DISiBM INUn WA anxu os 12" CONCRETE COYER SET LM FOR AT LEAST 2 FT. a&5' 3 - 6' 011WuY..w:S...e:+.2 INOa(WTS OUTLET tY INLET . 4' - SCH. 40 Te t75' PLAN SECTION CROSS—SECTION 3 HOLE H-10 DISTRIBUTION BOX NOT TO SCALE REE: 8/24/21 -Per BOH Email I PLOT OMAN OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR EM JAY GEE TRUST AT 48 BROWNING AVENUE ASSESSORS MAP 88 PARCEL 133 YARMOUTH, MA PREPARED BY: CARNEW E. ,SAA Y ENVIRONMENTAL SERVICES P.O. BOX 1576 MASHPEE, MA 02649 TEL/FAX : 508-294-7498 SCALE: N/A SHEET 2 1 DRAWN BY: CES I DATE: AUGUST 3, 2021 PROJECT#48 BROWNING FILENAME:48 BROWNING.D G SHEET 2 OF 2