The URL can be used to link to this page

Home My WebLink AboutC1 Existing Conditions PlanSOI L TEST LOGS: TEST HOLE 1: EL=37.8± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-8 A Fine Loamy Sand 10YR3 1 NONE 8-24 B Fine Sandy Loam 10YR7 4 NONE 24-75 C1 I Fine Sand I 10YR7 8 I NONE 75-162 C2 I Medium Sand I 10YR6 8 I NONE 5% Cobbles TEST HOLE 2: EL=40.2± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-8 A Fine Loamy Sand 10YR3 1 NONE 8-29 B Fine Sandy Loam 10YR7 4 NONE 29-121 C1 Fine Sand 10YR6 6 NONE 121-144 C2 I Coarse Sand 5YR6 8 I NONE TEST HOLE 3: EL=58.0± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-9 A Fine Loamy Sand 10YR3 1 NONE 9-29 B Fine Loamy Sand 10YR7 4 NONE 29-128 C1 Coarse Sand 10YR6 6 NONE 10% COBBLES TEST HOLE 4: EL=58.1± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-8 A Fine Loamy Sand 10YR3 1 NONE 8-25 B Fine Loamy Sand 10YR7 6 NONE 25-58 C1 Coarse Sand 10YR6 6 NONE 10% COBBLES 58-120 C2 Coarse Sand 10YR7 4 NONE TEST HOLE 5: EL=47.8± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-10 A Fine Loamy Sand 10YR3 1 NONE 10-18 B Fine Loamy Sand 10YR7 4 NONE 18-122 C1 Coarse Sand 10YR6 6 NONE / TEST HOLE 6: EL=62.8± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-8 A Fine Loamy Sand 10YR3 1 NONE 8-26 B Fine Loamy Sand 10YR7 4 NONE 26-65 C1 Coarse Sand I 10YR6 6 I NONE 1 10% COBBLES 65-115 C2 I Fine Sand 10YR7 3 NONE 115-133 C3 I Coarse Sand 10YR6 6 NONE TEST HOLE 7: EL=35.9± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-6 A Fine Loamy Sand 10YR3 1 NONE B 6-24 B Fine Loamy Sand 10YR5 8 NONE Coarse Sand 24-47 C1 I Loamy Sand I 10YR6 8 I NONE 1 15% COBBLES -_162 C2 Medium- Coarse Sand 10YR6 8 NONE 15% COBBLES PL CONCRETE BOUND, FOUND —X—x— LIMIT OF WORK PERCHED GW @ 156" EL=22.9± TEST HOLE 8: EL=28.1± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-6 A Fine Loamy Sand 10YR3 1 NONE 6-27 B Fine Loamv Sand 10YR7 4 NONE 27 96I C1 Coarse Sand 10YR6 6 NONE 10% COBBLES Reserve RESERVED FOR FUTURE Cob UTILITY POLE PERCHED GW @ 84" EL=21.1± DATE OF TESTING: 5/28/2020 WITNESSED BY: ROBERT REEDY, J.M. O'REILLY & ASSOCIATES, INC. GROUNDWATER ENCOUNTERED @ 156", EL=22.9± IN TEST HOLE #7 PO / a z p RIn __ Back of Berm �— — —� — — (40 Wide- ` \� ,YpO�J o�e #2936B Top of Mass Highway Bound Mass. Coord. System: N: 2720847.75 E: 1006864.30 NAVD88 Datum: E L=53.4± of Berm n VADNA(ll ITu I MA NOT TO SCALE PLAN BOOK 326 PAGE 22 ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8 DEED BOOK 2776 PAGE 322 ASSESSORS' MAP 125 PARCEL 39 LEGEND — — 32 EXISTING CONTOUR 32 PROPOSED CONTOUR X12.34 EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE — w— WATER SERVICE LINE —E— UNDERGROUND ELECTRIC SERVICE IP TEST HOLE / BORING LOCATION ST SEPTIC TANK DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM Reserve RESERVED FOR FUTURE Cob UTILITY POLE ® CATCH BASIN 2c' FIRE HYDRANT ® DRAINAGE MANHOLE ■ CONCRETE BOUND, FOUND —X—x— LIMIT OF WORK D (CL TO CL) ` ` raved .-40 .09'TOHOCKANO --—-------- Drive FENCE _6A- 40 GUARDRAILS Highway) ? , EDGE OF CLEARING ��— / /FND / Ed e of Pavement - (CL 7-0 n OUT WAzzz RD REACH die o Paveme _ ``_t v _ a ed t Pulloff 60 a ri S8 �< LbT2 AREA = 666,5Q7 SF± 62 r\ TP4 �A \\ I I / Bo(der 60 \ \ ( I \ I 32 \ I I \ h X\ o \ \ \ iP8 y o\ 60. / 77�r��— B Ider — So W W _� s8 68 � I 1 I \ 1 / —�-- W � --�— � i w \ I — — —wW - W�— o b 6 � ELECTRICAL E ZASEMENT so' WIDE ' 1'?o • �� IN _ 0I A _ e ated Wetland � 00 EdBe of Ve8 Wetlands Layer) ` ooeL (Per Mass GIS DEP ♦ All, di, — — Y0'0, W W WTOWN OF ao Sa s s4 s� so yy� WAR=TH WATER EASEMENT — o — 200.21' 0 50 100 150 SCALE 1" = 50' G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg AG - EILEEN STREET 48 (40' Town Way) LI) 00 �o N IW Top of Concrete Bound Mass. Coord. System: N: 2720127.39 E: 1007783.51 NAVD88 Datum: EL=29.1± CB, FND 0 C oD o�;u �o �rn D n I= C1 THE DAVENPORT COMPANIES 20 NORTH MAIN STREET, YARMOUTH, MA EXISTING CONDITIONS PLAN LOT 2- ROUTE 6A- YARMOUTH -PORT, MA o� �� J.M. OTEILLY & ASSOCIATES, INC. �OQ�� Professional Engineering & Land Surveying Services 1573 Main Street - Route 6A P.O. Box 1773 (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax DATE: SCALE: BY: CHECK: JOB NUMBER: 8/31/2022 As Noted RFR JMO JMO-8807