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HomeMy WebLinkAbout192 Pleasant Street - Site PlanSOIL TEST PIT DATA: JANUARY 16, 2013 TEST PIT DRA-1 TEST PIT DRA-2 TEST PIT 1-1 GRD. EL. 13.6 GRD. EL. 13.5 GRD. EL. 11.8 EST. HIGH GW. 2.5 EST. HIGH GW. 2.5 EST. HIGH GW. 2.5 A LOAMY SAND 10YR 4/2 B LOAMY SAND 10YR 5/6 4" GRAVEL ELEV=10.0 C FINE SAND 10YR 7/4 15" 42" 133" 144' 1 A a 'f A LOAMY SAND 10YR 4/2 B LOAMY SAND 10YR 5/6 4" GRAVEL ELEV=11.1 C FINE SAND 1OYR 7/4 9" 29" -Inn" A LOAMY SAND 10YR 3/2 B .LOAMY SAND 10YR 4/6 4" GRAVEL 2" 4" 11" 22" •zn" h0 JPO w EXISTING HIGH GROUNDWATER COMPUTATION HYDRANT BASED ON BASS RIVER -TEST PIT 1-O USING ELEV 2.5 NGVD h�C'fi O�G��hO � GRD. EL. 12• PER TIDAL INFLUENCE �, .� HIGH GW. 2.5 9" 28" N/F s , CAROLYN DAVIES PLEASANT STREET ASSESSORS MAP 51 N/F PARCEL 16/ NANCY STEWART DEED BOOK 2623, PAGE 288 / 88 PLEASANT STREET / olA / ASSESSORS MAP 51 oy INDICATES PARCEL 101 y ESTIMATED DEED BOOK 2251, PAGE 140 114„ = SEASONAL HIGH / `a a •\ PLAN BOOK 149, PAGE 11 121 •• GROUND WATER �� \ \ yIrs"PARCEL C" O 0 ELEV=0.8 T" ELEV=3.5 ELEV=1.0 ELEV=0.0 144„ �ZOBSERVED INDICATES // +�� /-14--� oy N/F _ DATE: DATE: DATE: DATE: GROUND WATER ° I � a� � STEPHEN CHARLES HATAWA Y JANUARY 16, 2013JANUARY 16, 2013 JANUARY #11 AUNT EDITHS ROAD , , q° En �\ ASSESSORS MAP 51 TEST BY: TEST BY: TEST BY: TEST BY: INDICATES / �' '� o��PP@� '1'� �� , o• `� °2 PARCEL 99 THE BSC GROUP THE BSC GROUP THE BSC GROUP THE BSC GROUP PERC. �aG�\�o `�' `% -0 �s �' DEED BOOK 17590. PAGE 43 TEST / 't-11 �'• 74 \ �°` •`Su*. `�'�\ o PLAN BOOK 184, PAGE 131 WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: i 2�r AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: . INDICATES 6�°Ir. <2 MIN. INCH <2 MIN. INCH <2 MIN. INCH <2MIN./INCH UNSUITABLE ti \ s3'o. �s / / / MATERIAL SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS �o�-/ I� O \ SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: �' 3y - CONCRETE BOUND'� 1 1 1 1 0��, ��' •sr To BE SET (TYP.) A ham/ I \ EXISTING L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. `�a� s- SHAPE %' ROA A EA 3.82 F. ' SHOWER ROY WIL ENCLOSURE SCHUT 183 . r 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. �� FACTOR / 3 3322 CES r- I \/ #17 AUNT EDITHS ROAD r /ASSESSORS MAP 51 / EXISTING PARCEL98 L ICIA KACZOR / DRA ,�'ti \ y HOT TUB DEED BOOK 22662, PAGE 201 FRED & PATRICIA #200 PLEASANT STREET / EL= CONCRETE 1 971 \ J / �� PLAN BOOK 184, PAGE 131 ASSESSORS MAP 51 BOUND PARCEL 103 FOUND & DEED BOOK 14281, PAGE 124 ED #192 ` $ EXISTING HELD PLAN BOOK - 220, PAGE 157 � 9 T R=5 0 0` C EXISTING \ s DRANT \zz G� V 28 O�� SQA P s ti� LOCUS& GUESTCv EX TEST PIT 2-1 GRD. EL. 12.4 EST. HIGH GW. 2.5 A LOAMY SAND 10YR 3/2 F By LOAMY SAND 10YR 4/6 4" GRAVEL ELEV=10.2 46" C FINE SAND 10YR 7/4 TEST 1 2-2 TEST PIT 3-1 GRD. EL. 2 GRD. ELEV=9.8 12.5 42" GW. C EST. HIGH FINE SAND 2.5 10YR 7/4 _ 1 - 1 A LOAMY SAND 10YR 3/2 B .LOAMY SAND 10YR 4/6 4" GRAVEL 2" 4" 11" 22" •zn" h0 JPO w EXISTING HIGH GROUNDWATER COMPUTATION HYDRANT BASED ON BASS RIVER -TEST PIT 1-O USING ELEV 2.5 NGVD h�C'fi O�G��hO � GRD. EL. 12• PER TIDAL INFLUENCE �, .� HIGH GW. 2.5 9" 28" N/F s , CAROLYN DAVIES PLEASANT STREET ASSESSORS MAP 51 N/F PARCEL 16/ NANCY STEWART DEED BOOK 2623, PAGE 288 / 88 PLEASANT STREET / olA / ASSESSORS MAP 51 oy INDICATES PARCEL 101 y ESTIMATED DEED BOOK 2251, PAGE 140 114„ = SEASONAL HIGH / `a a •\ PLAN BOOK 149, PAGE 11 121 •• GROUND WATER �� \ \ yIrs"PARCEL C" O 0 ELEV=0.8 T" ELEV=3.5 ELEV=1.0 ELEV=0.0 144„ �ZOBSERVED INDICATES // +�� /-14--� oy N/F _ DATE: DATE: DATE: DATE: GROUND WATER ° I � a� � STEPHEN CHARLES HATAWA Y JANUARY 16, 2013JANUARY 16, 2013 JANUARY #11 AUNT EDITHS ROAD , , q° En �\ ASSESSORS MAP 51 TEST BY: TEST BY: TEST BY: TEST BY: INDICATES / �' '� o��PP@� '1'� �� , o• `� °2 PARCEL 99 THE BSC GROUP THE BSC GROUP THE BSC GROUP THE BSC GROUP PERC. �aG�\�o `�' `% -0 �s �' DEED BOOK 17590. PAGE 43 TEST / 't-11 �'• 74 \ �°` •`Su*. `�'�\ o PLAN BOOK 184, PAGE 131 WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: i 2�r AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: . INDICATES 6�°Ir. <2 MIN. INCH <2 MIN. INCH <2 MIN. INCH <2MIN./INCH UNSUITABLE ti \ s3'o. �s / / / MATERIAL SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS �o�-/ I� O \ SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: �' 3y - CONCRETE BOUND'� 1 1 1 1 0��, ��' •sr To BE SET (TYP.) A ham/ I \ EXISTING L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. `�a� s- SHAPE %' ROA A EA 3.82 F. ' SHOWER ROY WIL ENCLOSURE SCHUT 183 . r 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. �� FACTOR / 3 3322 CES r- I \/ #17 AUNT EDITHS ROAD r /ASSESSORS MAP 51 / EXISTING PARCEL98 L ICIA KACZOR / DRA ,�'ti \ y HOT TUB DEED BOOK 22662, PAGE 201 FRED & PATRICIA #200 PLEASANT STREET / EL= CONCRETE 1 971 \ J / �� PLAN BOOK 184, PAGE 131 ASSESSORS MAP 51 BOUND PARCEL 103 FOUND & DEED BOOK 14281, PAGE 124 ED #192 ` $ EXISTING HELD PLAN BOOK - 220, PAGE 157 � 9 T R=5 0 0` C EXISTING \ s DRANT \zz G� V 28 O�� SQA P s ti� LOCUS& GUESTCv EX TEST PIT 2-1 GRD. EL. 12.4 EST. HIGH GW. 2.5 A LOAMY SAND 10YR 3/2 F By LOAMY SAND 10YR 4/6 4" GRAVEL ELEV=10.2 46" C FINE SAND 10YR 7/4 TEST PIT 2-2 TEST PIT 3-1 GRD. EL. 12.9 GRD. EL. 12.5 EST. HIGH GW. 2.5 EST. HIGH GW. 2.5 FFA 19" 27" A LOAMY SAND 10YR 3/2 B LOAMY SAND 10YR 4/6 4" GRAVEL ELEV=10.8 C FINE SAND 10YR 7/4 8" 25" SAND 10YR 7/4 �P�1RT dF SNoe 0/1 3691 ENEWER ON `�� 0�` UILDING TO BEM D \ � � TH-3-1 TO �NFORM TO z0 SETBA IXI TING/ 7" �yL EL= 12.5 � �- \✓/ `1J�/BOAT \ 9 NOUS /o/ � #196 `� / / ,;• � 1�� / EXISTING DWELLING N/F /\ � BROOKE SECKEL ��So ,�N #202 PLEASANT STREET EXISTING ASSESSORS MAP 43 � Y PIERPARCEL 23 CERTIFto CN ICATE 160820 sA V. ACRES w I � 0.941 ACRESSIONS- 11 UP;F9 .13'- SC I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE .REGISTRY OF DEEDS. �HOFA�ati � CRAIG A. cg FIELD v� No.38039 �inrm� CRAIG FIELD DATE PROFESSIONAL LAND SURVEYOR DEFINITIVE PLAN OF LAND #2121 -13 192 & 196 PLEASANT STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN FEBRUARY 28, 2013 NO. DATE DESC. PREPARED FOR: PAUL BUTLER 22 DAVENPORT ROAD WEST DENNIS, MA 02670 PKBUTLER2002®YAHOO.COM 349 Route 28, Unit D W. Yarmouth, MassachusetIiiiiiiiiif ts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: 1 " = 40' 0 20 40 80 FM ISTING PLASTIC \ �r SHED � SANDRA TAUBERT BOUND LOT 2 \ N S�� FACTOR 21.9 • #208 -PLEASANT STREET. ` FOUND Zs � \ S�iAPI� AREA � I 5 ,7751 S.F. \ \ / ASSESSORS MAP 51 HELD 40,\4711 S.F. TH-2-1 1.33E ACRES \ / \ PAP,CEL 104 �`s• sr�. � 0.9� ARES � EL=12.4 moi\ SHAPEf FACTOR 20.37 k N/F CERTIFICATE 155906 � s\ SHAPE ACT 21.75 � \ ry LANCE WILLSEY L.C.P. 41437-A 0 � � H-3-2 % #27 AUNT EDITHS ROAD � � \ • � � \ 12,4 ASSESSORS MAP 51 C \ \ \ o DEED BOOKPARCEL 4120 7PAGE 195 PLAN BOOK 184, � PAGE 131 F \ N \ TEST PIT 12.8 i/ GRD. EL. s EST. HIGH GW. 2.5 ° �>e 10" 124" - 120" 132" NO G.WATER 123" A LOAMY SAND 10YR 3/2 B LOAMY SAND 10YR 4/6 4" GRAVEL ELEV=10.0 47" C FINE J,� o/ 123 L.C.P. 41437-A � ELEV=1.4 .,� ELEV=1.9 ELEV=2.2 ELEV=1.9 131 L ECi E N D ,�00 /� ,.�,�'.• DATE. DATE. DATE: DATE: JANUARY 16, 2013 JANUARY 16, 2013 JANUARY 16, 2013 JANUARY 16, 2013. N/F NOW OR FORMERLY TEST BY: TEST BY: TEST BY: TEST BY: ♦ CONCRETE BOUND FOUND / 1 THE BSC GROUP THE BSC GROUP THE BSC GROUP THE BSC GROUP urlLmr POLE O CONCRETE BOUND TO BE SET i !. WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED :BY: -oHw- I OVERHEAD WIRES 10 // �•i �Q ��0 AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE - G - GAS SERVICE - 14- CONTOUR k' PERC. RATE: PERC. RATE:. PERC. RATE: PERC. ,.RATE: - , • .,,v�.o � <2 MIN. INCH <2 MIN. INCH <2 NCH <2 TEST HOLE LOCATION / / MIN./INCH MIN./INCH CONCRETE TH-3-1 TEST HOLE NUMBER BOUND SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR EL= 12.5 TEST HOLE ELEVATION FOUND & KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS,.. Mf. MEAN HIGH WATER HELD FOR l Q ® WATER GATE UNE SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: ",� w= WATER SERVICE L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. EXISTING PIER � 0 24T 3" l_50. GARAGE ` �O HOUSE CO EL 12 0 Via'` (4 TH-1-1 0- 'D EL=11.8 � LOT 1 6081 S. WET�cND�, ��` TH-2-2 1 v \ ?°• 56,8862.FS.F. I�PLAND . u. !xLn .` EL=12:9 °OI \ 57,494± 7'TAL 1.32± --ACRES � CONCRETE � SLOT 3 � • N '� \ \ �j l �/ SHAPE AREA BOUND - \66,9121 S.F. 40.851 t S.F. FOUND N CONCRETE \ 1.54± FILE: 9605-OPT3.DWG DWG. N0: 6086-03 SHEET 2 OF 3 JOB. N0: 4-9605.02