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HomeMy WebLinkAboutEngineer Plan - 2021t. LNLHAL NUIES 1. Contractor is responsible for Digsafe notification, Verification of Utilities and protection of all underground utilities and pipes. 2. The septic „tank l l distrif plion 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" 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 raj _ iinstallation must halt & immediate notification be �i I _.__ ►- D Bo made to Carmen E. Shay -- Environmental Services, Inc. " - 7. No vehicle or heavy machinery shall drive over the 1 ( 10 RINSE N �- a 40 MiL POLYETHYLENE LINER septic system unless noted as H-»20 septic components. U. 1 ""` 100 � AROUND ENTIRE SAS 8. Install Tuf-Tits gas baffles or equals on all outlet tee ends. 4� Cl) ` ' unt - , ' AT EDGE OF STRiPOUT 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF' PVC pipes. 10. All solidpiping, tees tic fittings shall be 4" diameter I 0 NEW 2000 gal. :�. FROM ELEV. 101.23 to 94.23 g M SPum Cha Schedule 40 NSF PVC pipes with water tight joints. EJlCiS�"IN ,� )Combo / p mber q PROPOSED SAS: 11. Municipal Water is Connected to ALL OF The Residence and Abutting S BCs'1 IMO 0 100x g LEACH FIELD WITH STONE AND PIPE Properties Within 150 Feet. "� 6' x 75' and 1' Total Depth { HOUSE to) THE PROPERTY LINES ARE APPROXIMATE AND TEST COMPILED FROM THE PLAN BY JOHN DOYLE PLS, FALMOUTH, MA #54 DECK AILE� ELEY.-0100) 00 - ENTITLED "'PLOT PLAN OF LAND -54 Boxberry LN, W. YARMOUTH, MA" CESSPOOL DATED JUNE 10, 2021 TOF= 100.60 ENGINEER INSPECTIONS: AND iS NOT INTENDED TO BE A SURVEY PLOT PLAN ' RAWL FLR=95.2 1: STRIPOUT BOTTOM OF HOLE INSPECTION IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Connect to Cost 2: FINAL INSPECTION THE SEPTIC 'SYSTEM INSTALLATION. Iron Pipe, 4" PVC C 100x2 3: FINAL GRADINGINSPECTION EXISTING SAS TO BE PUMPED OUT AND FILLED IN PLACE CLeonout TO Grade. NOTE- ANY STRIPPED OUT SOIL CONTAINING LEACHATE ll 1 LOr 54 / PROJECT BENCH MARK FROM THE EXISTING SAS TO BE DISPOSED � to,spp sgructre Feet CONCRETE BOUND FND ,/ OF AS PER BOARD OF `HEALTH SPECIFICATIONS. +/- � e % ,,�-� � � � ELEV. 100.00 (Assumed) r 85.8 1' � orRivEwAY � PLOT P N 54.E 34' 40" W OF` PROPOSED SEPTIC SYSTEM UPGRADE ------------- Yarnwila Ilealth Department WEST YARMOUTH Mi"` R F OOR SCH M TI APPROVED (Description- SiTE WALKOVER) VARIANCE: � iPREPARED BY: REQUEST 1' OFF ADJUSTED GROUNDWATER r E E TO BOTTOM OF SAS FROM 5' to 4' 5 ✓ L 2/ • .11..t Kitchen Bedroom NOW ENYII ©NMENTAL SNP VICES Dining ELECTRICAL PERMIT REQUIRED FOR RUMP 0 4050 °o" 201 PLUM HOLLOW ROAD 'ers EAST FALMOUTH MA 02535 Living Roo TANK/DUMP CHAMBER EXTERIOR TO BE �;�,`� a� �.TEL/FAX : 508-294-7498 WATERPROOFED PRIOR TO INSTALLATION SCALE: 1 „=20 , SCALE: 1 „=20' DRAWN BY: CES DATE: JULY 15, 2021 PROJECT#54 Boxberry FILENAME: 54 Boxberry.d g 'SHEET 1 OF 2 x " g•- o„ ter 2'-0" on center 2'-0" on ter *NOTE: ALL PIPES ARE To BE 4 SCHEDULE Ail P.V.C. [EQUIVALENT EL EFFUENT FILTER OR 1 ' �min�y. from ON OUTLET 4F TANK "€ r_V eptfC *,we ow Septio vw pump Cham-ioi.00 4" PVC (CAPPED) MISKCTTON PORT TO sj4"-1 WaNied Stens M Min. Exiatiilg t aAdotlan Provide Riser if ry Provide Riser to bring INSTALLED AND To BE M1THD1 OF G1tADE to brie S tic tank covers G-^#t'ix +cowmr must must hour riser and 4e bring.Se Pump Chamber fit Outlet Cater within G in. of finished grade s, within 6" of finS. ished grade W finished gradeorada ovw o Box -tot o w "-ltri lio t r4 CAP Dy MiSPEGT1Oia PORT TO Sah. 40 - 4" perforated P.V.C. pipe ', r: aag OF OR ss DIST. Bax S-.005 TDP OF Leach 'Fiala . 101.78 r Sw0101 2!i' S -..O1 or Grea Perfaroted P,Y.C. 3--1/8"-1/2' Washad Stone Greoter FRONctS1 CINTMTTi1N g02 3" FORCE MAIN 2 1Q, 2 Invert ev.* 10D« Tax P Pz 200 GAL, a 9 � utiMIRE 3�/4" -iys" washed Stare � t ach Facility Elev.m*100.33 PTIC TA ate: 3" TEE INSTALLED SPA a n z CHFIL IN tJ LI BA7t — LEACH FIELD 4' OVIDEt3 a > ao REMOVE & REPLACE TO ---------- _______ � compacted store -r�- ApJUSiEDESHWT Using 1 OFF VAR[ANCE-ELEV. 95.33 * a In -of 3j4"-tdne E30I IOM OF u LAYER GROUNDWATER --OBS, 0 74" -ELEV 93.83 Cp°ated Bottom of Test Hole Eley. -91,00 NOTE; ALG Ci)rtPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRc� ADE ILE Nota: Remove 'soil dawn to el. 98,00 or B Layer & replace with Nat to Scala clean coarse sand /Pero. rate less than or or equal to 2 min. n. before & after placement 3-2e EXAM, num MANHOLES TANK/PUMP CHAMBER EXTERIOR TO BE PERCOLATION TEST 1a WATERPROOFED PRIOR TO INSTALLATION tl! S p Effective Length "' • . � 0 ^ r' 1. f r Y Y S,.M,4, . � Ai Y r M SET W F R A ' {ALL 2 ► SET � FtNt AT LEAST :! FT, 14 � CQV61t f Dote of Percolation Test JUNE 24, 2021 �`" " s - s` CK►TLET ^« Test Performed By, CARMEN SHAY Kltoacours Results Witnessed By:BRUCE MURPHY -YARMOUTH BOH 2r 1a^ a w THE ACCESS COVERS FOR THE PUMPCHAMBER EXCAVATOR, SHAY ENVIRONMENTAL SERVICES, INC. �• auto OUTLET To W AT CRA ` DU r KE. Percolation Rote: Lass Than,2 'MPI 0 24 I ! xM 2:r�^ 1� THE ACCESS COVERS FOR THE SEPTIC TANK St Hole FI' DISTRIBUTION 0,0X AND LEACHING COMP, 0 NQ. 1 P TION 0 TI •f,�^°r:+f•"�«"";". + ""; k ":'� SET DEMR THAN B INCHES W F�U " CRADE' SHAD. Tt' RAISED TO Q . . STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE DEP -SOILS- ELEVw H U TI0__NLQ,QX EON VIEW 'W INSTAL. TUF-11tE GAS BAFFLES OR EQUALS C 100.00 4-24" POOVASLt cawRs -� GoarreY REV.: JULY 28, 2021 PER 7/20/21 EMAIL FROM BOM REVIEW 1p YR 3/2 3 min. daoronce r` « 1 LOT LAN Loamy 8 min. Sand 4 Frlhf. inlet t0 bt a« mh . f8" a'rLC'r OUTLET }� (�.✓y �/"^�J r+*y (J `�) �("�j SEPTIC (� (� \�/ (� j�^ UPGRADE •'x 1a" fnM1.. w'W,w 14 +' y iti t 1 �.J I \.I i.✓ 4... �w+' +..! k •.,✓ t,�x. M .. I �• $« „$" 8"- 24"t 98.00 4'-O" min Mad. Fine oa« so ftIquid depth Sand .+ ;. Y7,4 91.00 JOHN A. PATRICK "L4'-108" Cr AT CROSS SECTIO NOT TO SCALE END --SECTION 54 C�XBEI�I�Y .ANE PARCEL ID: MAP 40 PARCEL 1 B TYPICAL 2000 GALLON SEPTIC TANK PUMP CHALADER WEST YAR M IJTI i MA ACME/SHOREY STPC202LP OR EQIVALENT i I PREPARED BY: Number of Bedrooms: 3 Equivalent #0 330 Gat,/Roy (330 per WALKthratigh VERIFiED� giffYV ../ • SNAGarbage Grinder: No Leaching Capacity Proposed: 330 Gal./pay Perc #1 Septic Tank : P 2 x330 Gal./Day - 660 USE NEW 1500 GAL. Septic Tank mina Depth to Perc: 36" to 54" ENVIRONI!lTsNTALS RY1'C'ES Perc Rote= 2 MPI Assumed P.O. BOX 157 Groundwater Observed 074" 1` - SAIL ABSORPTION AREA; Using percolotion rata of C2 min./'inch Observed ESHWT - 74'"or ELEV. 93.83 MASHPEE, MA 026,49 Proposed Leaching Field Dimensions: 1 0 6Wide by 75 Long. �c~liS� MIW29 Zone B -INDEX WELL: =8.14 (June .2019) Bottom Area: 0,74 gal/sq, ft, x 450 sq, ft. -333 gallonsgNlTpi FA -''498 Sidewall Area: NOT USED ADJUSTED H2O Elev. '- 2.5' 3O'" or Elev 56.33 TEL/X 508-294 Providing: x..333 gallons DJ. H2O Elev. Using 1' VARIANCE = Elev 95.33 SCAT"" /A SHEET 2 DRAWN BY: CES PROJECT#54 Boxberry FILENAME: 54 Boxberry.d g SHEET 2 OF 3 pUluP pEc�SCA ZZO CAL A 77o�N EL OA t L OCA T70N CAL CUL A TIONS 2-20' MANN( Ara* of 80ttom of Chamber • 3 x 6' 1s Sq. Ft. 40f.00' » Etev of D-Sbx In NMI 93.20' - Elevo*n of 9attom of Pump Chamlor � 101' - 83.,10' • 78' Steno IVsaa1 2 Pump OR,., 13.87": DYNAMIC N doY,s Alarm : 17.34 1 DAYS FLOW ADDITIONAL CAPACRY.• Use Could Abdel 3866(WS05348F) Pump 48'--17.34" . 30.68" or 2.55' fifoftW Nsad For 3` SCft 40 PW A00 230 Volt Phase I !0 45.99 cu foot x 748 golfcu R r 344 Gallon, 1/2 MP 2' Solids Handling ADDRIONAL CAPACITY NEEDED is 1 days flow of 330,gallons Oto GPM - 0.10 PL/100 Ft, 00 WFC U Obi N C Y CALCULA Tl CANS 050 CPM - 0.80 f't./100 Ft. 0100 GPM - 2.3 11.1100 Ft. 0100 CPM ," 2.5 I"t.1109 Ft. rota/ Dynamlo Nand a 10.3' 0 100 CPM Frigt' q L For FITTINGS 2ATER - 5.5 2 Cheok Valve - 3.2' J" Elbow - o.11 rrr� a a A�alamt TOTAL Ad/ffQHMt PSE E(MAL•ii 3 riot' PUMP NO TES & SPECIFI CA TI r NS 1. PUW SHALL BE INSTT av SWr COMPLl9NCL *M M�MUFACTURER a FfAWNS. 2. X4 MI SHALL CONSIST .Of ALOAC SIGNAL do Provide Risers to brieg INLET Pump Chamber cover finished and OUTLET cover finished grads PUMP QETA Nat to scale R D POWENIR"+�r SYY SEA4447r c7Rcu ,Room utA1nrG UA4P PERFORMANCE DATA CIRCURS TO PUMP? 3, DOSING SCHEDULE 350 GALLONS/9 QQSES••41 z5 G4ILOMS/DOSE EL OA t L OCA T70N CAL CUL A TIONS 41.25 Gallons / 7.40 OAL./CU Ft — 5.51 Cu Ft Ara* of 80ttom of Chamber • 3 x 6' 1s Sq. Ft. HA1ig11t Of, WOW for One Dose (M) • 5.51 Cu. Ft. / 18 Sq. Ft. r>+ . 0.3 Vit, • .7.s71Nrs � Pump IN . 10.0" 2 Pump OR,., 13.87": Alarm : 17.34 1 DAYS FLOW ADDITIONAL CAPACRY.• o 48'--17.34" . 30.68" or 2.55' 6 2.55' x 3' x 8' • 45.99 cu feet !0 45.99 cu foot x 748 golfcu R r 344 Gallon, 20 ADDRIONAL CAPACITY NEEDED is 1 days flow of 330,gallons U Obi N C Y CALCULA Tl CANS Weight of Water Displaced: 2,226 Gal. or 18,876 lbs of HI 0 Weight of Septic Tank/Pump Chamber.- 18,845 lbs. Weight of Soil Septic Tank,/Chamber: 26,000 lbs. Total Weight Down: 44,845 lbs. * No Bollost Required For TANKIPUMP CHAMBER (see cal s) �2' TO 3' ADAPTER S FORCE AWN X. OUTLET INVERT a",. 97.00 ( �EPROTECTION) d .--2" SVANO CHECK VANE-P.V.C. COVED OVER SYSTEM -ECFV 102.5 WITH QUICK OCWXr COUPLER TO BE WITHIN PRAM NK GE of 5' SIRIPOUT-ELEV 102.00 OF TANK TtlP OF ch Field 101.75 3r Sf8"—i 'Washed Stone sfOp� Bottom of leach Field Elev,=100.33 NATUItAI.:GRIWE LLEV 100.00 'LOOR PUMP CHAMBER ELEV.- 93.20 A 4U 40 20 0 20 40 60 80 100 120 14 PRO , uN6 NOTE: A MINIMUM OF I:IVE FEET OF NATURAL GRADE MUSt K MAINTAINED FROM THE TOE OF SLOPE TO THE PROPERTY UNE. FINAL GRADING INSPECTION REQUIRED BY ENGINEER REV.: JULY 28, 2021 PER 7/20/21 EMAIL FROM BOH REVIEW PLOT PLAN OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR JOHN A. PATRICK AT 54 13OXBFRRY LANE PARCEL ID: MAP 40 PARCEL 1B WEST YARMOUTH MA �► PREPARED BY: E�-T �r CA RNEW E. �7ffAY ,ktJ ENVIRONMENTAL SERVICES -`' P.O. IsOX 1576 R Gil S -t MASHPEE, MA 02649 SAlilITa��� TEL FAX 508-294-7498 SCALE: N/A SHEET 3 DRAWN BY; CES DATE: JUNE 15, 2021 PR0JECT#54 Boxberry FILENAME: 54 Soxberrv.d a SHEET 3 OF 3