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Home My WebLink AboutApp# 14-A121- RECEIVEI NOV 14 TOWN CLERK SOUTH YARMOUTH, MA REC 1 -rowN- SOUTHYpr' jy lul ! ,ULU_. LLUI - ID � I L-7-1 L(I SpECiF'770A/ rEPo�T .sys�.g � C^NG I Ale,-e-'A lHa' Ox TED 3-1 D-/ `f / S 2- 9VA4 DIMS, MFI-yVVd-2.LI^F/ELD CONO/r/O�lS re enj,7 oc-- _ S Lo tiG /!S ri�E sT.��CrUra� /^iI G2 rry Is .1o7-,4r- 'cryo 3'73yII-DC-2 WJLL.. VE/ZI �Y /��L, OiM. .�` COwplT'IdNS• ..� _P2lo/z 7-6 Co At-5r2UCT/O//. �!� _rI j�rr-.._ _ �/�STN7/�/✓ ;.2C.S/OCcNCE C! MB'RIB.IQtft 19m ARCHITECTURAL \ DESIGN A. - I GRRDE RECEAVF-f',, l� Nov - --- / Z TOWN CLAA SOUTH YARMOUTH c,4A 12. l^/ ` it \ or Pre,t`*°;PFD /77—. s— R rv� t� nn 3 -i1>G TnIM, i ) I _ aFnPbSITro,/ i pyto�, Y/r2/Es. _ _ � X I I il•._Gx�l .___ _ i i i Ca�zc;w�woow T.2'r�"�� ac 2 8l {}� I SEC/"VNperle; I I ' IIr rT�I' ' -.�E LL - •-- - ��E+xG l-1— L,( I i f%%NEED iZc�riA/NDN y =,.• i� 1 to L_ — ��._� SEE Er/GiNC'� .� C„ � �" ✓ wr�rk�.li"" / -'`) • I I P! ---- _ i !'ASC �- 3a�z �r2Ci�. 2 oor-,r�iG _ I — -- -- --- __—.—. J_ --- —I 4 P. !z**:'JzR59!! No. 19m -9/idAr SIDLE w C.e�l"r"r /b' hoc ARCI4ITECTURAL DESIGN R��ErvFr� NOV 25 TOWN CLERK SOUTH YARMOUTH, MA ED y f iiia nHLNAY i i d 1 -111A111-1-1111-1- [MEN _'11A11i_-1-1111-1 A ■ lum non Rr e"x 8" /6 "o s -P% 2'i�6" BEnN iE2 LJ, :•��/ .i SAF ;ANG/riFCF=/.�./G. Tq- - I ANG10 25 . *owl 0r G D S mlwnk 5 r Y,4R^n5vrHPorr MA - P.!0'iRRD P. F.D. CIAIVIBRt�LLO Fo �• On rc ARCHITECTURAL D9*S/GN .r� E� x i -111A111-1-1111-1- [MEN _'11A11i_-1-1111-1 A ■ lum non Rr e"x 8" /6 "o s -P% 2'i�6" BEnN iE2 LJ, :•��/ .i SAF ;ANG/riFCF=/.�./G. Tq- - I ANG10 25 . *owl 0r G D S mlwnk 5 r Y,4R^n5vrHPorr MA - P.!0'iRRD P. F.D. CIAIVIBRt�LLO Fo �• On rc ARCHITECTURAL D9*S/GN .r� E� x 1 GO C \ \ \\ 00 � LOT 8 \\ \\ \\ \\ Z 174 OtAc. .. \ \\ \\ \ \ \\ MAP 104 \ \ \ \ PARCEL 9.2 \ x\ � \�- I74 - \\\ (� I / \A - - - - - - - - 104 102 A 3 1G0-- z BOULDER WALL SEo \ \ \ \ 1 I \ \ oz52� \\ PA GARAGE ` `� \ `\ \ \\\ o I I \ 00- �`� \\\ \ \\\1 00 5 SHOP t� \\#2 \ ORDPDSEDI \\ 2 \ \ IN 1 // )DRIVEWAYI PROVIDE SUITABLEDRiVEWAY } p ,- DRAINAGE INTECEPT ON LOCUS S 09-031, TOP OF FOUNOAnGN EL - 117.0 6. OF 3/4' TO - 1-1/2' DIA. STONE BELOW TANK am - ALL IPE TO BE 4' DIA. PVC TIGHT JOINT NTH MINIMUM SLOPE OF 1/8' PER FT. SEPTIC TANK PRECAST REINFORCED CONCRETE CAPACITY: 1500 GALLONS (H-10) Fj PLAN 383.15' 1 inch = 20 & MANHOLE AND COVER -MIN 24' DIA RAISE COVERS TO WTHIN 6' OF FINISH GRADE W/CRUSE EDD S� 2' LAYER Of 1/S' - 3/6' RAA WISHED STONE OR FABRIC texture REMAIN LEVEL FOR 7-0' mottling BEFORE PIT"G DOWN TO 117.0-116.7 LEADING FACILITY OR O PROVIDE 'SPEED LEVELS' SEPTIC SYSTEM PROFILE 116.7 -116.6 3-4 o. loam. sand NV, 102.00 �•-. MND UM D -BOX 4-26 B civ IOYR 6/4 '. a torDIMEN510N5 H-20 4 lOYR 7/4 111.7-107.0 51- 64 C2 :00000000 00 1 (dense) :. 0000000000 64-126 ,05.25 loam. sand 00000000 00 PIPES ,03.50 r v .pyx 03 3/4'-1IjY OLA. COMPACTED BASE-/ D -BOX W/CRUSE EDD S� (H-10) u�) aawt; D-BOx muss texture REMAIN LEVEL FOR 7-0' mottling BEFORE PIT"G DOWN TO 117.0-116.7 LEADING FACILITY OR O PROVIDE 'SPEED LEVELS' SEPTIC SYSTEM PROFILE NO SCALE 16' DIA. MANHOLE WITH CONCRETE COVER AND FRAME BROUGHT TD WINN 6' OF FINISHED GRADE z g N CLEAN BAGrFItL H-20 S 00000®ooL�Oo �`� 000000oon00 :: 00000oaoo0o ::..•41..;: 00000000000 DOLBIE WASHED STONE 3411 1 - i 42' TYPICAL LEACH SYSTEM CROSS SECTION NO SCALE SAS CONSTMTM 5 PRECAST 500 GALLON WYWT115 (8-20 RATED) AS MANLIFACTURED BY STOREY PRECAST. INC. CR APPROVED EGUAL- SET END -TO -ENO N A 13 FT. WIDE x 42 FT. LONG EXCAVATION TO THE CfPHI AND ELEVATIONS SHOWN, SURROUNDED BY WJBLE-WASHED 3/4 TO 1-1/2 INCH GRADED GRANTE STONE TO THE ELEVATION SPECIFIED G1 THE CROSS SECTION. SAS FACILITY SHALL BE COVERED WTH EATABLE G:OTEXIIIE FILTER CLOTH AS A SUBStt1UDON FOR THE 2 NCH PEASTONE COVER LAVER N 1¢79'15' E 2 / / N161 / \/ BENCHMARK: 4i /SPIKE FOUND o' to EL. = 98.71 \ DESIGN DATA HYD. LOADING: DWELLING -4 BEDROOMS X 110 GPD1BR=440.0 GPI) SEPTIC TANKDESIGN 440 X 200%=830.0 GPD - PROVIDE A MIN SIZED 1,500 GAL. SEPTIC TANK PRECAST CONCRETE- ST 1500 -H-10 (H-20 OPTIONAL) SAS DESIGN PERCOLATION RATE - 6 MPI, CLASS H LONG TERM HYDRAULIC LOAD RATE = 0.60 GAL/S.F. SIDE AREA= 2 (12.81+ 421 (21) =219.2 BOTTOM AREA= 12.51X421=537.6 S.F. LOADING: 219.2 S.F.+537.6 S.F. X 0.60 GAIMJDAY=454.1 GPD TOTAL LEACHING CAPACITY = 451.1 GPD *THE DESIGN IS NOT SUITABLE F FOR USE WITH A GARBAGE DISPOSAL UNIT -e/-6/ -h l DEEP OBSERVATION HOLE # 1 Test Date: JUNE, 19,1997; Witness: AMY VONHONE, RS, YARMOUTH HEALTH DEPT. PERFORMED BY Stetson Hall, RS elevation depth (in.) borizon texture color mottling other 117.0-116.7 0-3 O organic 10 YR 2/1 116.7 -116.6 3-4 E loam. sand 10 YR 56/1 116.7 -114.8 4-26 B loam. sand IOYR 6/4 124.8.112.8 26 - 51 Cl cse/m. sand lOYR 7/4 111.7-107.0 51- 64 C2 fine sand 16 YR 7/3 1 (dense) 107.0-106.5 64-126 C3 loam. sand 10 YR 7/3 Parent material: glacial moraine t ice contact Depth to Groundwater: Not found PERC. TEST DATA: test at 60 is to 78 in. depth 12 in. - 9 in. - 3 min. 1 sec.; 9" to 6" in 3 min. 36 sec. PERC RATE = 5MPI in Cl & C2 layer DEEP OBSERVATION HOLE # 2 Test Date: JUNE. 19,1997; Witness: AMY VONHONE, RS, YARMOUTH HEALTH DEPT. PERFORMED BY Stetson Hall, RS elw. tion depth (in.) horizon texture color mottling other 114.0-113.7 0-3 O organic 10 YR 2/1 113.7-113.6 3.4 E loam. sand 10 YR 6/1 113.6-111.0 4-36 B loam. sand 10YR 6/4 111.0 - 106.5 36-90 Cl loam, sand 1DYR 7/3 106.5-105.0 90-108 C2 sffi loam 10 YR 7/3 1 (dense) Parent material: glacial moraine / ice contact Depth to Orrnmdwater. Not found PERC. TEST DATA: See tests 1 & 4 DEEP OBSERVATION HOLE #4 Test Date: SEPT. 24,2014; Witness: AMY VONHONE, RS, YARMOUTH HEALTH DEPT. PERFORMED BY Robert M. Perry elevation depth (in.) horizon texture color mottling other 110.0 -109.8 0-9 A/E loam sand 10 YR 62 109.8 - 107.0 9.36 B sand. loam 10 YR 5/8 107.0 - 102.0 36 - 96 Cl sand. loam IOYR 6/6 102.0-100.0196-120 C2 loam. smmd 10YR 5/6 Parent material: glacial moraine / ice contact Depth to Groundwater. Not found PERC. TEST DATA: TESTED Q 66 IN. DEPTH 12"- 9" IN 8 MIN. 44 SEC.; 9" -6" IN 15MIN. 42 SEC. PERC RATE = 6MPI CLASS 11 in Cl layer DEEP OBSERVATION HOLE # 5 TestDate: SEPT. 24,2014; Witness: AMY VONHONE, RS, YARMOUTH HEALTH DEPT. PERFORMED BY Robert M. Perry elevation depth (m.) horizon texture color mottling other 107.0-1063 0-8 A/E loam. sand 10 YR 52 106.3 -103.9 8 - 37 B sand. loam 10 YR 5/8 103,9.97.0 37-120 Cl sand. loam IOYR 5/4 Parent material: glacial moraine / ice contact Depth to Groundwater. Not found FERC. TEST DATA: SEE TEST HOLE 4 PERE RATE = 6MPI CLASS 11 in Cl layer RECEIVED NOV' 5.: