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Home My WebLink AboutC1 Existing Conditions PlanSO L TEST LOGS: TEST HOLE 7: EL=35.9± TEST HOLE 9: EL=50.2± TEST HOLE 13: EL=42.0± \/A nn A/ll ITI 1 MA TEST HOLE 1: EL=37.8± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-8 A Fine Loamy Sand 10YR3 1 NONE 8-24 B Fine SandV Loam 10YR7 4 NONE 24-75 C1 Fine Sand 10YR7 8 NONE 75-162 C2 I Medium Sand 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 MOTTLING OTHER 0-8 A Fine Loamy Sand 10YR3 1 NONE 8-29 B Fine Sandy Loam 10YR7 4 NONE 29-121 C1 I Fine Sand I 10YR6 6 I 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 MOTTLING OTHER 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 MOTTLING OTHER 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 MOTTLING OTHER 0-10 A Fine Loamy Sand 10YR3 1 NONE 10-18 B Fine Loamy Sand 10YR7 4 NONE 18-122 C1 I Coarse Sand I 10YR6 6 I NONE TEST HOLE 6: EL=62.8± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-8 A Fine LoarnV Sand 10YR3 1 NONE 8-26 B Fine Loamy Sand 10YR7 4 NONE 26-65 C1 Coarse Sand 10YR6 6 NONE 10% Cobbles 65-115 C2 Fine Sand 10YR7 3 NONE 115-133 C3 Coarse Sand 10YR6 6 NONE DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-6 A Fine Loamy Sand 10YR3 1 NONE 6-24 B Fine Loamy Sand 10YR5 8 NONE 24-47 C1 Loamy Sand 10YR6 8 I NONE 15% COBBLES 47-162* C2 Med-Crs Sand 10YR6 8 I NONE 15% COBBLES *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 MOTTLING OTHER 0-6 A Fine Loamy Sand 10YR3 1 NONE 6-27 B Fine Loamy Sand 10YR7 4 NONE 27-96 C1 Coarse Sand I 10YR6 6 I NONE 10% COBBLES *PERCHED GW @ 84", EL=21.1± DATE OF TESTING: 5/28/2020 (TEST HOLES 1-8) WITNESSED BY: ROBERT REEDY, J.M. O'REILLY & ASSOCIATES, INC. GROUNDWATER ENCOUNTERED @ 156", EL=22.9± IN TEST HOLE #7 / a ? p _ p2 Back of Berm (— — —� (40' Wide- S ,YpO�u o,�e PO QUO/ A DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-8 A Fine Loamy Sand 10YR3 2 NONE 8-28 B Loamy Sand 10YR6 8 NONE 28-120* C1 Med- Crs Sand 10YR7 6 NONE *PERC @ 40"; DRY IN 4:37 MINUTES TEST HOLE 10: EL=64.1± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-7 A Fine Loamy Sand 10YR3 2 NONE 7-14 B Loamy Sand 10YR6 8 NONE 14-42 C1 Fine Sand 10YR7 8 NONE 42-120* C2 Med- Crs Sand 10YR7 6 NONE *PERC @ 24"; DRY IN 13:00 MINUTES TEST HOLE 11: EL=37.8± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-7 A Fine Loamy Sand 10YR3 2 NONE 7-14 B Loamy Sand 10YR6 8 NONE 14-42 C1 I Fine Sand I 10YR7 8 I NONE 42-120* C2 I Med- Crs Sand I 10YR7 6 I NONE *PERC @ 29"; DRY IN 12:51 MINUTES TEST HOLE 12: EL=28.4± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-7 A Fine Loamy Sand 10YR3 2 NONE 7-14 B LoamV Sand 10YR6 8 NONE 14-42 C1 Fine Sand 10YR7 8 NONE 42-120* C2 Med- Crs Sand 10YR7 6 NONE *PERC @ 41"; DRY IN 12:01 MINUTES Top of Mass Highway Bound Mass. Coord. System: N: 2720847.75 E: 1006864.30 NAVD88 Datum: E L=53.4± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-7 A Fine Loamy Sand 10YR3 2 NONE 7-14 B Loamy Sand 10YR6 8 NONE 14-42 C1 Fine Sand 10YR7 8 NONE 42-120* C2 Med- Crs Sand 10YR7 6 NONE *PERC @ 31"; DRY IN 7:30 MINUTES TEST HOLE 14: EL=48.2± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-7 A Fine Loamy Sand 10YR3 2 NONE 7-14 B Loamy Sand 10YR6 8 NONE 14-42 C1 Fine Sand 10YR7 8 I NONE 42-120* 1 C2 Med- Crs Sand 10YR7 6 I NONE *PERC @ 38"; TIMED: 9"-6" IN 6:40 MINUTES, 2:13 MIN/IN TEST HOLE 15: EL=54.2± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-7 A Fine Loamy Sand 10YR3 2 NONE 7-14 B LoamV Sand 10YR6 8 NONE 14-42 C1 Fine Sand 10YR7 8 NONE 42-120* C2 Med- Crs Sand 10YR7 6 NONE *PERC @ 37"; DRY IN 4:15 MINUTES DATE OF TESTING: 8/26/2022 (TEST HOLES 9-15) PERCOLATION RATE: LESS THAN 5 MIN/INCH IN'C1' &'C2' LAYERS. WITNESSED BY: ROBERT REEDY, P.E., J.M. O'REILLY & ASSOCIATES, INC. AMANDA LIMA, P.E., YARMOUTH E- NO GROUNDWATER ENCOUNTERED 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 TP TEST HOLE / BORING LOCATION ST SEPTIC TANK DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM Reserve RESERVED FOR FUTURE cob UTILITY POLE ® CATCH BASIN `Cr FIRE HYDRANT DRAINAGE MANHOLE _ ,5, Back of Berm Q�'a ■ CONCRETE BOUND, FOUND LIMIT OF WORK D (CLTO CL) Paved —x—x— ..-40 .09'TOHOCKANO --—�-------- � Drive FENCE ' — — s----GUARDRAILS Highway) — ?, EDGE OF CLEARING 1 ��_. /FIND _�� Ed e of Pavement — — — �> '— �_ TO �30.06, OUTWARD REACH (C( TOPavemen— aved / t Puiio f{ TP1 / / / / // / / / / / / / / 60 a s _------- ri s C LbT2 AREA = 666,Q7 SF± 62 r\ - I TP4 A Bo Ider / / / / \ \ \ / eo \ 1 l 32 TP15 iP8 \ \ \ III - to TP12 TP7o/ B Ider — I f pQ \ \ ✓ / / / / \/ ~ �TP13 ,/ / / / / / / / / / sp \ I 1 1 I I I O/ \ I / I I So / TP6 \ \ \ \ —�-- W W � W W— \ — I — — —w-�W o W62 W" TOW 60 W N OF yARMO — W� �f,�TH WATER EASEMENT � ELECTRICAL EASEMENT 1so' WIDE 1?o _ /` � r � ' — e ated Wetland � / d� (Per a ofG6 DF? Wetlands Layers ` All, 10 — Y 00 �G c� 200.21' 0 50 100 150 SCALE 1" = 50' AG - EILEEN STREET 48 (40' Town Way) Top of Concrete Bound Mass. Coord. System: N: 2720127.39 E: 1007783.51 NAVD88 Datum: EL=29.1± CB, FIND 0 C oD o� �o �rn n 12 C 1 THE DAVENPORT COMPANIES 20 NORTH MAIN STREET, YARMOUTH, MA EXISTING CONDITIONS PLAN LOT 2- ROUTE 6A- YARMOUTH-PORT, MA S&-vov� J.M. OTEILLY & ASSOCIATES, INC. �OQ�� Professional Engineering & Land Surveying Services �#2936C G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\Definitive Site Plans.dwg 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: 10/19/2022 As Noted RFR JMO JMO-8807