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Home My WebLink AboutEngineer PlanDOUBLE SLEEVED WITHIN 1 C FEET OF WATER LINE OUTLET PIPE TO BE RE—ROUTED TO FRONT OF HOUSE—PLUMBING PERMIT REQUIRED. PROJECT BENCH MARK— TOP OF FOUNDATION ELEV. = 100.00 (ASSUMED) 2 0 20 40 50 ■I� SCALE: 1 "=20' 2 I I I I 111-62.9 V.I�3IA N 214__,E7 0J`? _rA .E (40 FOOT RIGHT OF WAY) i — — — — — — — ------------- N 61D ------- N61D 02'25"E 1' ;O..O, O: d LE #1NEW 99.00 1500 GALLON SEPTIC TANK ypv y� L I I LOT #50 EXISTING 3 BEDROOM HOUSE 10,300 Square Feet +/— /GRAVEL DRIVEWAY FAILED SAS (Approx) LIN 80.00' S 59D 01' 10" F #52 80.05' PATIO EXISTING GARAGE 0 FAILED 3 BR HOUSE FLOOR SCHEMATIC (Description Provided By Owner) Living Room Dining Kitchen ato01 o a`ooF Bedroom r N . O N h Am pate .. ca stones over 3" in size. W 4. This system is subject to inspection during installation C by Carmen E. Shay — Environmental Services, Inc. 5. The contractor shall install this system in accordance M 0� plan FAILED CESSPOOL 0 FAILED 3 BR HOUSE FLOOR SCHEMATIC (Description Provided By Owner) Living Room Dining Kitchen ato01 o a`ooF Bedroom CE REQUESTED TO DOUBLE SLEEVE SEWER LINE OVER WATER 1. Contractor is responsible for Digsafe notification, Verification r Yw=outh Health DeUF partnicut APPRO D Am pate CE REQUESTED TO DOUBLE SLEEVE SEWER LINE OVER WATER 1. Contractor is responsible for Digsafe notification, Verification of Utilities and protection of all underground utilities and pipes. 2. The septic tank and distribution box shall be set level on 6" of 3/4"-1 1/2" 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 plan 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 SURVEY PLAN BY Carmen Cormello, RLS ENTITLED: "PLAN OF 52 NAUHAUGHT ROAD, YARMOUTH, MA" DATED 10/16/1997 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/SAS TO BE PUMPED OUT AND FILLED IN PLACE NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE FROM THE EXISTING CESSPOOLS/SAS TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS. PLOT PLAN ROPOSED SEPTIC SYSTEM PREPARED FOR CHRISTINE DANIELSON AT 52 NAUHAUGHT ROAD PARCEL ID: 69-204 UPGRADE ,f.�-11� YARMOUTH MA x PREPARED BY: X v CARHEIV E. SM Y ENVIRONMENTAL SERVICES, INC. P.O. Box 1576 i MASHPEE, MA 02649 TEL/FAX : 508-294-7498 SCALE: 1 "=20 DRAWN BY: CES DATE: JUNE 30, 2022 ECT#52 NAUHAUGHT FILENAME: 52 NAUHAUGHT.DWG I SHEET 1 OF 2 5' 10' min. from ank EXISTING Foundation house to septic t within tank within 6 in. S 0.02 DUST. PIPE n 1a o NEW 1500 GAL FROM FOUNDATION / m SEP TANK H- oN--/// H-10 Gas Ba CONCRETE FULL FOUNMR v SYSTEM PROFILE , Not to Scale I7u1�RK7SIS�PJtYi'I7.L1F��'J�\�a STEEL REINFORCED PRECAST CONCRETE PLAN VIEW 3-24" REMOVABLE COVERS 11 1 Et^- OUTLET THE ACCESS DISTRIBU71ON INSTALL 4'-0" CROSS SECTION END— TYPICAL 1500 GALLON SEPTIC 1 Design Calculations Number of Bedrooms: 3 Equivalent to 330 1 Garbage Grinder: No Leaching Capacity Proposed: 330 GoL/Day h Septic Tank : - 2 x 330 Gal./Day = 660 *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. owr Septic Tank - 99.00 50' TO WITHIN 6" BELOW GRADE GAS BAFFLES OR EQUALS -7- (330 GPD MIN/TITLE V) NEW 1,500 GAL. Septic Tank. 0 -BOX cover must must have riser and be within 5 in. of finished grade , Grade over D -Box - 99.00 15' S in.of 3/4"-1 1/2" compacted stone SAS TO BE COVERED WITH SAS cover must be FILTER FABRIC SECTION A A within 6" of GRADE PROFILE VIEW OF LEACHING SYSTEM i ---blade owr SAS -99.00 —TOP OF SAS -�50 W sprw.e s,yw P eye, ef atm em V www Wer b r r/1 ^ waaw P.,rAe6 croneof "V. - 1/1" •aWd FeaHane INSPECTION cover must bo within a in. of finished grade \\\\\\ Its 6 30' 1 I�2g l EfFective Wldth 2Q � Effec{Ive Length 0 M 89.00 SOIL ABSORPTION SYSTEM (SAS) Bottom of Test Hole 1 Elev.=_ LC -6 H-20 LEACHING UNITS / WIGGINS PRECAST Not to Scale PERCOLATION TEST Date of Percolation Test:APRIL 22, 2022 Test Performed By: CARMEN E. SHAY, R.S., C.S.E. Results Witnessed By: JAY GARDNER(YARMOUTH BOH) EXCAVATOR: STRINGRAY EXCAVATION Percolation Rate: LESS THAN 2 MPI ® 30" Test Hole :.... DEPTH SOILS ELEV. 3" min. clearance Loamy 6" mink inlet to Sand l.Fjr n. outlet e^ mhu ' 10 YR 3/2 U9uid TawI 0"- 6" A• mto, d -r '` - L Sand BW 6"- 30" 10 YR 5/e r o0 Med-Fine Sand 25 Y 7/4 0"- 132" Et^- OUTLET THE ACCESS DISTRIBU71ON INSTALL 4'-0" CROSS SECTION END— TYPICAL 1500 GALLON SEPTIC 1 Design Calculations Number of Bedrooms: 3 Equivalent to 330 1 Garbage Grinder: No Leaching Capacity Proposed: 330 GoL/Day h Septic Tank : - 2 x 330 Gal./Day = 660 *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. owr Septic Tank - 99.00 50' TO WITHIN 6" BELOW GRADE GAS BAFFLES OR EQUALS -7- (330 GPD MIN/TITLE V) NEW 1,500 GAL. Septic Tank. 0 -BOX cover must must have riser and be within 5 in. of finished grade , Grade over D -Box - 99.00 15' S in.of 3/4"-1 1/2" compacted stone SAS TO BE COVERED WITH SAS cover must be FILTER FABRIC SECTION A A within 6" of GRADE PROFILE VIEW OF LEACHING SYSTEM i ---blade owr SAS -99.00 —TOP OF SAS -�50 W sprw.e s,yw P eye, ef atm em V www Wer b r r/1 ^ waaw P.,rAe6 croneof "V. - 1/1" •aWd FeaHane INSPECTION cover must bo within a in. of finished grade \\\\\\ Its 6 30' 1 I�2g l EfFective Wldth 2Q � Effec{Ive Length 0 M 89.00 SOIL ABSORPTION SYSTEM (SAS) Bottom of Test Hole 1 Elev.=_ LC -6 H-20 LEACHING UNITS / WIGGINS PRECAST Not to Scale PERCOLATION TEST Date of Percolation Test:APRIL 22, 2022 Test Performed By: CARMEN E. SHAY, R.S., C.S.E. Results Witnessed By: JAY GARDNER(YARMOUTH BOH) EXCAVATOR: STRINGRAY EXCAVATION Percolation Rate: LESS THAN 2 MPI ® 30" Test Hole No. 1 DEPTH SOILS ELEV. 0 99.00 Loamy Sand 10 YR 3/2 0"- 6" A• 98.50 Loamy Sand BW 6"- 30" 10 YR 5/e 96.50 Med-Fine Sand 25 Y 7/4 0"- 132" C, 89.00 SOIL ABSORPTION AREA: Using percolation ate of <5 min./inch Pere #1 Depth to Pere 24" Bottom Area: 0.74 gal/day/sq. ft. x 30 ft. = 227.92 gallons/day Pere Rate= LESS THAN 2 MPI 0 30" Sidewall Area: 0.74 gal./day/sq. ft. x 156 q. ft. = 115.44 gallon/day Groundwater Not Observed Provldi =343.36 gallons/day No Observed ESHWT ® 120" ADJUSTED H2O Elev. = None ® 120" Use: (4) LC -6 H-20 CONCRETE CHAMBERS, HAVING 1' EFFECTIVE DEPTH, (3' W x 6' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND 2' OF WASHED STONE ON THE ENDS AND 1 FOOT OF STONE UNDER . ES FROM THE X SHALL BE AT LEAST 2 FT. 3 - 5" OU R ET KNOCKOUTS I ---I , CCNCRETE COVER •--Toa 4" - SCH. 40 Tee-/ j;75'+ PLAN SECTION CROSS—SECTION 3 HOLE H-10 DISTRIBUTION BOX PLOT PLAID OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR CHRISTINE DANIELSON AT 52 NAUHAUGHT ROAD PARCEL ID: 69-204 YARMOUTH. MA PREPARED BY: E vTj,SHA Y ENVIRONMENTAL SERVICES �Qjs'v `e MAS PEE, MA 576 02649 SANITARY* TEL/FAX : 508-294-7498 SCALE: 1r'=20' DRAWN BY: CES DATE: JUNE 30, 2022 =CT#52 NAUHAUGHT FILENAME: 52 NAUHAUGHT.DWG I SHEET 1 OF 2