Loading...
HomeMy WebLinkAboutEngineered Plan - Rev. 2014TOP OF DEEP OBSERVATION FOUNDATION �u EL 16.74 Test Hole #1 Lambrini Varetimos 46" C.O. 14.6 to grade 4 Jannor May West Yarmouth, MA 02673 72"_ to to,remeir, iiV it T Deed Reference 13.8.2 .sem / INVERT EL _ 1 !- 23 Existing INVERT EL Bot El Z`7 S = 0.06 '&V&_ Alere/l Raise covers to within 6" of / finish grade install risers as needed FG 1-5, 1 To 2 WIN- 3"MA X 10" 14„ GASTALL BAFFLE 6"STONE BASE Proposed (H-10) 1,500 Gal Septic Tank FG 11.$ Proposed D - Box DB 5 1103 WV EL /0.7/ e• b AWL .f0. INV EL INV EL INV S = 0.015 21' STANDARD NOTES 1.1stall Obs Port at middle of 1) THIS PLAN IS FOR THE flew REPAIR OF A SEPTIC SYSTEM. .1<:aSt two outside units, 2) ALL I74STALLA779N PROCEDURES AND MATERIALS SHALL CONFORM TO 310 CMR 15.000, THE STATE ENVIRONMENTAL CODE, ,5ch 40 PVC Screw Cap to grade TITLE 5, AND THE TORN OF YARMOUTH SUBSURFACE DISPOSAL REGULATIONS. 3) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE OF AVAILABLE PROPERTY INMRMA770Y 87TH RECORDED DEEDS FG 11.,0 FG 12.0 OR ZONING REGULA770N5 PROPERTY IS SERVICED BY TO) FN WATER T17P = .140�0•s L— 4 ROWS: OF SI HIO INFILTRO' ER"QUICK 4 S" °I kid el. 33 _X24. 00 4) THIS 5) THERE ARE NO KNOWN WELLS W17IIIN 100' OF MPROPOSED SOIL ABSORPTION SYSTEM 6) ALL COVERS OF SYSTEM COMPONEN75 SHALL BE BROUGHT To WITHIN B" OF FDDSHED GRADE 7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DIRECTLY UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPE PUMPING OR REPAIR 8) NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION EFFECTIVE SYSTEM, EXCEPT WHEN VENTING HAS BEEN PROVIDED. SIDEWALL 9) SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION BOXES' SHALL BE PLACED ON A 6' S7f7NE BASE TO ENSURE STABILITY AND PREVENT SE77Z7NG. �J G/ 10) OUTLET DWT RIBUH0N LINES SHALL REMAIN LEVEZ FOR A MRVIMUM OF THE FIRST TWO FEET OF THEIR LENGTH �r(/rJYI Cl 11) ALL SY57EM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS TREY ARE UNDER OR WITHIN 10 OF DRIVEWAYS OR PARKING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED. i 1R) . ALL BUILDING SERER LINES SHALL HAVE AN LL BE INNER DIAMETER OF 4" AND SHACAST-IRON OR SCIiEDULE 40 PVC. c�93 p 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED. BOTTOM EL 14) IV TIN AREAS OF EXCAVATION, EXLSTING GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONMURS. 15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION OF THE SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM FORE PROCEEDING. r�f THE DEEP OBSERVATION HOLE LOG, CONTACT EAS SURVEY, INC AND TOWN BOH BE Max Adj. Water Ele v 4- ! 16) CONTRACTOR 7b VERIFY LOCA77ON OF ALL UNDERGROUND U77L177ES. PRIOR To CONS7RUC77oN '9 I✓9 e_ Ifo�!� 17) CHANGES OR REVLSIDNS 7t7 SEPTIC DESIGN REQUIRE NOTIFICATION YV EAS SURVEY, INC AND MRN BOH FOR REVIEWND AAPPROVAL cS 18) CONTRACTOR SHALL NOTIFY TORT' AND DESIGN ENGINEER AT LEAST rxj tit) 24 - 48 HOURS PRIOR TO INSPEC770AW- 19) MAGNE77C TAPE P9 BE PLACED OVER ALL COMPONENTS ACCESS POINTS: 20)E&EVAYTONS FROM DATUM BASE, INTERSEC770N OF CEN7E'RLINE(S) OF UN PONDCS/NCVD IROAD AND WffJW ROAD, ELEV = 9.1 R2 2Ilow Street - ENCLOSED ENTRY b >�t 8th NOTE'S BASEMENT Bdr O Laund Bdr Bt6 Bdr � oo lYts, Deck no-ved. 4 �o w( ( a n Kat N I 1dv Locus Liv 8th Bar Ejector Pump and Soil Pipe Bdr Parcel not within Zone II Contribution DEEP OBSERVATION �u Owner of Record Test Hole #1 Lambrini Varetimos (EL = 11.5 . -±) RPR Realty trust - ZZ� .7'z 4 Jannor May West Yarmouth, MA 02673 72"_ to Te cure (USDA) 6:20 KIm Deed Reference D679975 - Plan Reference 413 L. C. 14114 A2 Lot 82 OEA Locus Map p 335 GPD Prov;&d 330 GPD Required = 5 GPD Reserve FEMA leap Lower Level Plan First Floor Plan R50015 -6D � NOTE: Abandon all three existing Mt W Z_9 -a u t--( e_' %-t- Cp. t-Cp 1 cesspools per Title 5, pump I o pe r 9' O 1 4,1 ' Z -Z / sand fill and crush % (1 .71) 1n,Qss u �¢o �a-T��YL� D • 5� (15.1) — o� DAvaCa y�N�, I (14.4' ° � E Yy I o ' FNo 11 ASSESSORS MAP` 34 PARCEL 10 (14.97) _ Gas Line I proposed G,!�.; 1 (15.25) (15 0) Enclosed I I 36.o I- -- ---_ II SAS `� Basement ..� : i 'tet \\ SI t o Se l c I I ci n I 4.5rl Entry jI / p � Fj /�i/' tJr��d4 , (if.81) L L nder _round Electric i Pa do TBM El = 14.4t- 11 s � .cll Ob o � �� EDWARD�, I - N o Q � Ya rm o u th, AM O Lot 82 1 1 Cor Conc Pier I I ► c U STONE N O _ _ (14.45 1 I I Prop ose U � I ! \ o too. 2$9s� o ,� Located A 728 - Sq. �' t. I I W f N ; \ °�' �� , 5 E ��' :�� — I Bldg# 148 I 1 500 Gal i N �a���WO le , NAL I ► patio I I Tank I �p 148 Run Pond Road I I 1 Mai 1 TCF = 16. 74 I i Rock I/ �) 1 I I S 1 a n.L'1. (12, 6) o I c o Perest \ h, �%U (1 .91) / Ent 1148 I i 1 ((13' 1A, G' �l'� South Yarmouth, MA 0266 / III I L\ -C. P / 111 a��i I �- 11' Obs Hole \ -c> U 1' — I Wood nc T I #� Prepared For Inv Out 13.82 I Deck II I1 2) 1"4 I 6b� i \ — -- -✓ I To Remain _ �� _ �' 1- I 1 : -' 'tG 5.�.�- — 1 I _ I 1 �4 A. -C. �' 41 ' To c. u 14. Q-\ , t � Z�. II c' 11' 1 i r I C P/ O O I 8 .�,��z��s��K� �ZM4:I✓vonv- TDV��c//% 1 I I section I {��—�-� �MAr O1S• (Pawed) I ExlstlnR sec, I I of CA"4� t Y^C " I [Fop to leap de / 2� I ` X14 I I soil pipe to I g ((13 1 i - I CALF 1 " = 10' DATE'- June 29, 22010©` 1 8� Water Line 1 remian (!6 1 w/scre w plap C.P. / I V: I 36.1 ' _ — — _ 1 — — _ _ (140) i . 11 I �. I _ o PREPARED BY I (15.5) -- — _ _ _ J Co�7 -,6/c�k Pa do 1 I J (11 9� PrO (U EAS SUR VE, INC. I �- — 141 Rte 6A PO Box 1729 T-(t4:�8) T1—BOX I _ -y d wich MA 02563 ( I ) — — o(paved) `� I I ! L o San , 1381 _ — ^—`— x(14.95) (paved) I / I Ph. 508-888-3619 CELL 508-527-3600 _ _ — — — [14 4 BGS (11' g)� Shed I c — — / o 149 63 (13.19) GRAPHIC SCALE T 10 10 0 Contractor responsible for private Dig Safe of underground electric location°` 1"1c ( IN .FEET ) 1 inch = 10 ft. Dw� DEEP OBSERVATION HOLE LOG Test Hole #1 (EL = 11.5 . -±) (�)h 1t) Horizon Te cure (USDA) Soil Color (Munsell) 413 OEA FINE SAND 10YR510YR5/1 fo" - 22• 9,7 B LOAMY SAND 7.5YR6/6 22" - 72" 5,5 Cl MED SAND IOYR6/6 72" - 132" 0.5 C2 MED SAND 2.5Y7/4 Deep Obs Hole Date: 5-19-10 Soll Evaluator. ED STONE Witnessed By: AMY VON HONE Pere Rate: < 2 MIN/IN 0 54" BOTTOM Soll Survey Description: CARVER Geologic Material• GLACIAL oUMASH MORWHE Depth to Standing Water. 114" Elev = 2.0 Depth to Weeping Water: NA pth to Mottling(Color): NA st Seasonal High GW ELEV 2.7 SGS Observation -Well _.MSW 29 INDEX d.omments: L BACKHOE. REID -ELLIS � NOTE: Abandon all three existing Mt W Z_9 -a u t--( e_' %-t- Cp. t-Cp 1 cesspools per Title 5, pump I o pe r 9' O 1 4,1 ' Z -Z / sand fill and crush % (1 .71) 1n,Qss u �¢o �a-T��YL� D • 5� (15.1) — o� DAvaCa y�N�, I (14.4' ° � E Yy I o ' FNo 11 ASSESSORS MAP` 34 PARCEL 10 (14.97) _ Gas Line I proposed G,!�.; 1 (15.25) (15 0) Enclosed I I 36.o I- -- ---_ II SAS `� Basement ..� : i 'tet \\ SI t o Se l c I I ci n I 4.5rl Entry jI / p � Fj /�i/' tJr��d4 , (if.81) L L nder _round Electric i Pa do TBM El = 14.4t- 11 s � .cll Ob o � �� EDWARD�, I - N o Q � Ya rm o u th, AM O Lot 82 1 1 Cor Conc Pier I I ► c U STONE N O _ _ (14.45 1 I I Prop ose U � I ! \ o too. 2$9s� o ,� Located A 728 - Sq. �' t. I I W f N ; \ °�' �� , 5 E ��' :�� — I Bldg# 148 I 1 500 Gal i N �a���WO le , NAL I ► patio I I Tank I �p 148 Run Pond Road I I 1 Mai 1 TCF = 16. 74 I i Rock I/ �) 1 I I S 1 a n.L'1. (12, 6) o I c o Perest \ h, �%U (1 .91) / Ent 1148 I i 1 ((13' 1A, G' �l'� South Yarmouth, MA 0266 / III I L\ -C. P / 111 a��i I �- 11' Obs Hole \ -c> U 1' — I Wood nc T I #� Prepared For Inv Out 13.82 I Deck II I1 2) 1"4 I 6b� i \ — -- -✓ I To Remain _ �� _ �' 1- I 1 : -' 'tG 5.�.�- — 1 I _ I 1 �4 A. -C. �' 41 ' To c. u 14. Q-\ , t � Z�. II c' 11' 1 i r I C P/ O O I 8 .�,��z��s��K� �ZM4:I✓vonv- TDV��c//% 1 I I section I {��—�-� �MAr O1S• (Pawed) I ExlstlnR sec, I I of CA"4� t Y^C " I [Fop to leap de / 2� I ` X14 I I soil pipe to I g ((13 1 i - I CALF 1 " = 10' DATE'- June 29, 22010©` 1 8� Water Line 1 remian (!6 1 w/scre w plap C.P. / I V: I 36.1 ' _ — — _ 1 — — _ _ (140) i . 11 I �. I _ o PREPARED BY I (15.5) -- — _ _ _ J Co�7 -,6/c�k Pa do 1 I J (11 9� PrO (U EAS SUR VE, INC. I �- — 141 Rte 6A PO Box 1729 T-(t4:�8) T1—BOX I _ -y d wich MA 02563 ( I ) — — o(paved) `� I I ! L o San , 1381 _ — ^—`— x(14.95) (paved) I / I Ph. 508-888-3619 CELL 508-527-3600 _ _ — — — [14 4 BGS (11' g)� Shed I c — — / o 149 63 (13.19) GRAPHIC SCALE T 10 10 0 Contractor responsible for private Dig Safe of underground electric location°` 1"1c ( IN .FEET ) 1 inch = 10 ft. Dw�