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Home My WebLink About160 Summer Street Topographic Site Plan 3\ 1 ao \ \ \ \ 00 � LOT 8 \\ \ \\ \\\ z 1764 0± Ac. \ \ \ \ \ \ MAP 104 \\ \\ \\ \\ \ PARCEL 9.2 \ 1 \ \ \ \ XN \ / \ i / / \� \ -/ / \ II \ N4 \\ (� 1 / \ ----- -104 \ 3 \ ` _ _ } �� \ \% 100 41 z BOULDER WALL #4 -/,4 \ \ etiVN \ t �� \ \\ \\ �J10\\ PROPbSeD \ w GARAGE \ \ \ \ \ I Or o \ 100 e K%K / i \ \ , \ 5 SHOP I I \ \\ 1 1 \ 5 I I kOPOSEDI IDRIVEWAV i im N -------- _ �1 ►F I A 1► -EXISTING PATH _ PROVIDE SUITABLE - - - - - - - - 116 II I I f o o DRIVEWAY 0- DRAINAGE INTECEPT - - - - - - - _- - - - - _ W PROPOS ON LOCUSS 09.0 -----_-- I- 3'38" - D 8`. TOP OF FOUNDATION EL - 117.0 FINISH GRADE - 1081 6' OF 3/4- TO - 1-1/2' DIA. Skid BELOW TANK NOTE., ALL PIPE TO BE 4" DIA. PVC TIGHT JOINT WTH MINIMUM SLOPE OF 1/8" PER FT. SEPTIC TANK PRECAST REINFORCED CONCRETE CAPACITY: 1500 GALLONS (H-10) MANHOLE AND COVER -MIN 24' DIA RAISE COWERS TO WITHIN 6' OF FINISH GRACE y PLAN 1 inch = 20 IL Y UYER OF 1/r - 3/6' OA ►AgE7 SIRE OP FASB C depth (in.) _ W/ 6- LAYER STONE OU Mao(H-10) MOM �) E�D MUST . Q other LEACHING FACILITY OR My=1Gitn Nova 'SFEID LEVar M D-BCX M DIMENSIONS ❑OOOO®C7O DD 0000=300 00 DmmmommC7 i]O D000000M TDO 3/4r - 1 1/t DLI. B COMPACTED BASE �0-BOX depth (in.) _ W/ 6- LAYER STONE OU Mao(H-10) MOM �) E�D MUST Color BEFOIZ MOM DOW TO other LEACHING FACILITY OR 0-3 Nova 'SFEID LEVar SEPTIC SYSTEM PROFILE NO SCALE DORE WASHED STONE 341 1 42' TYPICAL LEACH SYSTEM CROSS SEC11ON NO SCALE 383.15' 18' DIA MANHOLE WITH CONCRETE COVER AND FRAME BROUGHT TO WITHIN 6' OF FINISHED GRADE N 1 i DEAN BACKFILL wwwww4:�wwwww � wwwwwwwwwww wwwwwwwwwww wwwwwwwwwww . cre 'aON: 4 PRECAST 500 GALLON DRYWE LS (H-20 RATED) AS MANUFACTURED BY SHCREY FaCJST. W OR APPROVED EOUAL. SET END-TO-END IN A 13 FT. WIDE X 42 FT. LONG EXCAVATION TO THE W,2.. AND ELEVATIONS SHOWN. SURROUNDED BY DOUBI-E-WASTED 314 TO 1-1/2 MCH GRADED THE CROSS SECTION. SAS FAaU SHALL BE COVERED w74 SrA5U CEOTEXRLE FILTER CLOTH AS ATY OUSUBSTITUTION FOR THE 2 INCH PEASTONE COVER LAYER N 269.46. BENCHMARK: b ; SPIKE FOUND o EL. = 98.71 N \ DESIGN DATA HYD. LOADING: DWELLING - 4 BEDROOMS X 110 GPD/BR = 440.0 GPD SEPTIC TANK DESIGN 440 X 200% = 880.0 GPD - PROVIDE A MIN STIED 1,500 GAL, SEPTIC TANK PRECAST CONCRETE - ST 1500 -H-10 (H-20 OPTIONAL) SAS DESIGN PERCOLATION RATE - 6 MPI, CLASS D LONG TERM HYDRAULIC LOAD RATE = 0.60 GALIS.F. SIDE AREA =2 (12.8'+ 42) (2) = 219.2 BOTTOM AREA = 12.8' X 42'= 537.6 S.F. LOADING: 219.2 S.F.+ 537.6 S.F. X 0.60 GALISFJDAY=454.1 GPD TOTAL LEACHING CAPACITY = 451.1 GPD *THF DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT z DEEP OBSERVATION HOLE # I Test Date: JUNE. 19,1997; Witness: AMY VONHONE, RS, YARMOUTH HEALTH DEPT. PERFORMED BY Stetson Hall, RS elevation depth (in.) bodzon 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 AT 116.7 -114.8 4-26 B loam sand l OYR 6/4 PREPARED FOR 114.8 -112.8 26 - 51 Cl cselm. sand IOYR 7/4 =L`" OFMASs'^y p ncR' 111.7 -107.0 51 - 64 C2 fine sand 10 YR 7/3 (dense) ROBERT M. PERRY, P.E. ]07.0 -106.5 64 -126 C3 loam. sand I O YR 7/3 EAST DENNIS, MA 02641 ' Parent material: glacial moraine / ice contact Depth to Gromdwater: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 Teat Date: JUNE. 19,1997; Witness: AMY VONHONE, RS, YARMOUTH HEALTH DEPT. PERFORMED BY Stetson Hall, RS elevation depth Cm.) horizon texture color mottling other 114.0-113.7 0-3 0 organic IOYR2/1 113.7.113.6 3-4 E loam. sand 10 YR 6/1 AT 113.6-111.0 4-36 B loam.sund IOYR6/4 PREPARED FOR 111.0.1065 36-W CI loam. sand lOYR 7/3 =L`" OFMASs'^y p ncR' 106.5.105.0 90 -108 C2 silt loam ] 0 YR 7!3 (dense) ROBERT M. PERRY, P.E. Parent material: glacial moraine / ice contact Depth to Crroundwater. Not found PERI TEST DATA: See teats 1 & 4 DEEP OBSERVATION HOLE W4 TestDate: SEPT. 24,2014; Witness: AMY VONHONE, RS, YARMOUTH HEALTH DEPT. PERFORMED BY Robert M. Pear elevation depth Cm.) horizon texture Color mottling I other 110.0-109.8 0-9 A/E loam. sand 10 YR 6/2 109.8-107.0 9-36 B sand. loam 10 YR 518 AT 107.0.102.0 36-96 Cl sand. loam IOYR 6/6 PREPARED FOR 102.0-100.0 96.120 C2 loam. sand 10YR5/6 =L`" OFMASs'^y p ncR' Parentmatesial: glacial moraine / ice contact Depth to Groundwater. Not found PERC. TEST DATA: TESTED Q 66 IN. DEPTH 12" -9" IN 8 MINI. 44 SEC.; 9" -6" IN 15MIN, 42 SEC. PERC RATE= 6MPI CLASS R in Cl layer DEEP OBSERVATION HOLE # 5 Test Date: SEPT. 24,2014; Witness: AMY VONHONE, RS, YARMOUTH HEALTH DEPT. PER 0RMED BY Robwxt M. Perry ele/ation depth (in.) horizon texture color mottling other 1073-106.3 0-8 A/E loam. sand I O YR 52 106.1-103.9 8 -37 B sand. loam 10 YR 5/8 AT 103.9-97.0 37 -120 Cl: sand loam IOYR 5/4 PREPARED FOR Pared material: glacial moraine / ice contact Depb to Groundwater. Not found FERC. TEST DATA: SEE TEST HOLE 4 PERC RATE - 6MPI CLASS ll in Cl layer 7 ` /LOCUS 4i KEY MAP NO SCALE EXIT YARMOUTH, MA GENF.RALNOTES 1. PLAN REFERENCE: TOPOGRAPHIC SURVEY PREPARED BY TERRY WARNER, PLS DURING SEPTEMBER 2014 L ELEVATION BENCIE4IARK IS A SPIKE FOUND WHERE SHOWN. TRANSFER ELEVATION FROM THIS POINT TO TOE CONSTRUCTION AREA PRIOR TO COMENCING WORK - 3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO THE STATE SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH HEALTH DEPT. APPROVAL FOR THE DESIGN. 4. SEPTIC SYSTEM INSTALLATION CONTRACTOR SHALL VERIFY THE NEW EXISTING BUILDING SEWER PIPES PRIOR TO MAKING ANY CONNECTIONS OR SETTING COMPONENTS 5. WATER SERVICE PIPE SHALL BE LOCATED A MIN. OF 10 FT. TO ANY SEWAGE SYSTEM COMPONENTS 6. SOILTESIS INDICATE THAT OVER -EXCAVATION IS RECOMMENDED TO ENHANCE SAS FUNCTIONALITY. A 5 FT.PERLM ETER EXCAVATION CAN BE MADE SURROUNDING THE SAS. RE -FILL. THE EXCAVATION WITH CLEAN SAND MEEMG TTTLE 5 FILI. REQUIREMENTS. CONSTRUCT THE SAS IN THE NEW MATERIAL. SAS IS DESIGNED FOR THE SOH. AS ENCOUNTERED, 7. A 40 bIIL THICIKNESS VINYL LINER SHALL BE PLACED WHERE SHOWN TO MEET WITH THE SLOPE REQUREMENT. SEE PLAN. RESERVE AREA RECEIVES THE LINER ALONG IT'S ENTIRE DOWNSLOPE SIDE TO THE ELEVATIONS SPECIFIED. 8. CONTACT CAPE COD ENGINEERING,INC. PRIORTO EXCAVATION TO REVIEW OVER EXCAVATION OPTIONS AND TO SCHEDULE SOIL VERIFICATION INSPECITON IF REQUIRED. 9• REPLACE THE STOCKPILED SUBSOIL (°B" HORIZON) PRIOR TO ROUGH GRADING AND TOPSOIL APPLICATION A\'D LAWN SEEDING. LANDSCAPE IMPROVEMENTS SHALL BE AS DIRECTED BY THE OWNER 10. FULLY COMPACT ALL PIPE BED TRENCHES BENEATH ANY DRIVEWAY PAVEMENT AREAS. PROVIDE Zai ��IK /7 SUITABLE COMPACTED BASE COURSE PRIOR TO PAVING. _ - 11.LNSTALLERSHALL CONTACT ENGINEER ATIBM OFSYSTEM COMPLETION PRIOR TOEARTH COVERING ),YI�ii;ou:hlicaithDepartme-t FORSYSTEM CERTIFICATION IF REQUIRED BY THE TOWN. a A P�tV D 12.CONTACT ENGINEER IF ANY QUEST'ION'S OR DOUBTS ARISE REGARDING SOIL CONDITIONS ENCOUNTERED U/ lC DURING CONSTRUCTION. Date 13.NO 0OWN WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEM. THE SITE IS SERVED BY aloe TOWN WATER --------------------- i ! EASTMAN.DWG C- 12/9/2014 ADD LINER REVISIONS TOPOGRAPHIC SITE PLAN SHOWING PROPOSED CONSTRUCTION OF A SINGLE FAMILY DWELLING AT 160 SUMMER STREET, YARMOUTHPORT, MA ASSESSORS MAP 104, PARCEL 9.2 PREPARED FOR PETER AND CYNTHIA EASTMAN CTOBER 20, 2014 SCALE - AS NO =L`" OFMASs'^y p ncR' PREPARED BY o TERRY F N o ANNWARNER K„ CAPE COD ENGINEERING, INC. U No. 38721 c `t ROBERT M. PERRY, P.E. i'rGSTE^L� tiruv 4 P.O. BOX 1517$ -+Fc EAST DENNIS, MA 02641 ' TEL: 508-385-1445 U/ f