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HomeMy WebLinkAbout192 Pleasant Street - Utilities PlanSOIL TEST PIT DATA: JANUARY 16, 2013EXISTING 17 X1013 HIGH GROUNDWATER COMPUTATION HYDRANT `G� OJ�O� 28 �� S� S�• BASED ON BASS RIVER TEST PIT DRA-1 TEST PIT DRA-2 TEST PIT 1-1 TEST PIT 1-2 uslNc ELEv 25 NGw GRD. EL. 13.6 GRD. EL. 13.5 GRD. EL. 11.8 GRD. EL 12.0 PER 11DAL INFLUENCE EST. HIGH GW. 2.5 EST. HIGH GW. 2.5 EST. HIGH GW. 2.5 EST. HIGH GW. 2.5 A A A O �� �� �� N A OGS 4z - LOAMY I SAND LOAMY SAND LOAMY SAND LOAMY SAND JESSIE'Sti10YR 4/2 15»10YR 4/2 9» 10YR 3/2 12» 10YR 3/2 9» ' LANE LOCUS B B B B (PRIVATE 40' WIDE) �� LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND -` 10YR 5/6 10YR 5/6 10YR 4/6 10YR 4/6 4Q 4" GRAVEL 4" GRAVEL 4' GRAVEL 4" GRAVEL 42" 29" 24"28" ELEV=10.0 ELEV=11.1 ELEV=9.8 ELEV=9.7 N/F 42" CAROLYN DAVIES / PLEASANT STREET N/F ASSESSORS MAP 51 / NANCY STEWART FINE SAND FINE SAND FINE SAND FINE C C C C PARCEL 16 #198 PLEASANT STREET SAND DEED BOOK 2623, PAGE 288 �,,-'SSESSORS MAP 51 _ 10YR 7/4 10YR 7/4 1oYR 7/4 10YR 7/4 / PARCEL 101 ��HOFM s INDICATES �` DEED BOOK 2251, PAGE 140 N/F �`� 9c 133" 111" _Z ESTIMATED Q� Fil'I BOOK 149, PAGE 11 STEPHEN CHARLES HATAWAY o`' 1 14 __``� / PARCEL C BRIAN SEASONAL HIGH V` #11 AUNT EDITHS ROAD » �` v YERGATIAN 144 " 121" GROUND WATER / �0 \ ;` ASSESSORS MAP 51 CIVIL NO G.WATER - 122 _ » » " , ILA PROPOSED °O PARCEL 99 .0 9 No 4620 ELEV=0.8 146 ELEV=3.5 120 ELEV=1.0 130 144 INDICATES G \ \ ��\ 6" CLDI �,h• DEED BOOK 17590, PAGE 43 DATE: DATE: DATE: ELEV=0.0 OBSERVED �.� Jp WATER MAIN '` 14 PLAN BOOK 184, PAGE 131 FS DATE: - GROUND WATER s� JANUARY 16, 2013 JANUARY 16, 2013 JANUARY 16, 2013 JANUARY 16, 2013 TEST BY: TEST BY: TEST BY:�• q TEST BY: INDICATES A THE BSC GROUP THE BSC GROUP THE BSC GROUP THE BSC GROUP PERC. /•� TEST / \I/ 13 WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY. 14 \ AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE BRIAN G. YERGATIAN DATE \ PROFESSIONAL LAND PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: a INDICATES g PROPOSED- SURVEYOR <2 MIN./INCH <2 MIN./INCH <2 MIN./INCH <2 UNSUITABLE ,y6 MIN./INCH MATERIAL TRANSFORMER SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR h10 y� PAD KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS �� goo° Ami N/F ROY WILSCHUT SOIL CLASS. SOIL CLASS: SOIL CLASS• SOIL CLASS: �?�' \pay or PROPOSED #17 AUNT EDITHS ROAD 1 1 1 1 , 4 2" WATER ASSESSORS MAP 51 DEFINITIVE DRA-2 SERVICE (TYP.) PARCEL 98 E v� ��ti EL=13.5 DEED BOOK 22662, PAGE 201 L.T.A.R. L.T.A.R. L.T.A.R. LTA.R. N:2703245.05 O` �� s' EXISTING PLAN BOOK 18d, PAGE 131 SUBDIVISION B D IVI S I - SHOWER ON PLANS 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.Ff. 0.74 G.P.D./SQ.FT. E:1o13072.50 / EXTEND PROPOSED ENCLOSURE GAS SERVICEHOT TUB n�� N F FUTURE DWEld1NG NG EXISTING L r FRED & PATRICIA KACZOR CV D�1 6 .�"� (TYP-) #200 PLEASANT STREET / t� CONCRETE BOUND ASSESSORS MAP 51 w \ Jr. \ 192 & 196 PLEASANT STREET PARCEL 103 EX. FIpE FOUND & DEED BOOK 14281, PAGE 124 HELD PLAN BOOK 220, PAGE 157 / \ E., #192 �4' PROPOS .�:� EXISTING s IN "LOT .7" � HYDRANT END GARAGE p / h� 5' MIN. FRO CAP &GUEST DR HOUSE SOUTH • `�jAj� 1► �► Y � 1 R O UTH \13 ,� �, s MASSACHUSETTS 10* EL 1�.0 (BARNSTABLE COUNTY) /WEN/DEW�1 e, ELECTRIC ERVICE / EXTEND PROPOSED 11 \ TO �RE - WATER SERVICE TO \ DWEUJNG FUTURE DWELLING F� � TH-,-, �/\ � �,,F UTILITIES (TYP.) �sT EL -11.8 LANCE 1NILLSEY tic F27 AUNT EDITHS ROAD PLAN ASSESSORS MAP 51 �j PROPOSED ' PARCEL 97 TH-2-2 CEED BOOK 24120, PAGE 195 BOUNDARY SETBACK `� EL= PLAN BOOK 184, PAGE 131 LINE I(TYP,) 4- o FEBRUARY 28, 2013 •Gj p \ / \ CONCRETE EXISTING `-� � PLASTIC BOUND SHED \ FOUND N/F CONCRETE SANDRA TAUBERT BOUND #208 PLEASANT STREET FOUND & \ TH-2-1 ,� l �) ASSESSORS MAP 51 HELD \ EL= 12.4 PARCEL 104 N:2703103.12 �`s, yr�• CERTIFICATE 155906 E:1013169.78 T L.C.P. 41437-A jy \/ cD -3- 4r/ NO. DATE DESC. TEST PIT 2-1 TEST PIT 2-2 TEST PIT 3-1 \ EL= / �� PR 3-2 \ 3 � 1 4/17/13 TOWN DEPT. COMMENTS GRD. EL. 12.4 GRD. EL. 12.9 GRD. EL. 12.5 . EL \EX �lT \ -� N GRD12.8 p SAY -I EST. HIGH GW. 2.5 EST. HIGH GW. 2.5 EST. HIGH GW. 2.5 � E►1 \ I ES"� HIGH GW. 2.5 �• `PART OF THE NER SECTION o / A A A A _ OF -BUILDING TO BE EMOVED , LOAMY SAND LOAMY SAND LOAMY SAND 73 ` TTOCO'NFORW- TO 20 CK o 10YR 3/2 5» 10YR 3/2 8» 10YR 3/2 7" L1OYR 3/2 » r ' y EX TING TH_12. B B B 7 ��, EL -12.5 EX. A POND ' LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND ° 10YR 4/6 10YR 4/6 10YR 4/6 10YR 4/6 OATHOUS �,lF �° 2} / ' 4' GRAVEL 4" GRAVEL 4" GRAVEL 4' GRAVEL �' �.��� V �-'•� f 26" 25"30 ELEV=10.2 ELEV=10.8 ELEV=10.0 ELEV=9.8 �2 #196 46" 1? ` �� 47" 1\ EXISTING yam. f DWELLING C C C � FINE SAND FINE SAND C N/F FINE SAND FINE SAND BROOKE SECKEL 10YR 7/4 10YR 7/4 10YR 7/4 10YR 7/4 #202 PLEASANT STREET PREPARED FOR: p}y `/ ,y6� ,y��/ ASSESSORS VAD 43 ~ / EXISTING PAOCE1119" - 124" _ " CERTIFICA-E 1 FO820 ?sA, _,P', � PIER PAUL K. BUTLER 120 123 L.C.F. 41A37 -A A• �-� - ,,��� �, 22 DAVENPORT ROAD 127" 126" NO G.WATER 127" ° �k� °°� �Ja ° °� WEST DENNIS, MA 02670 " " / �, '� ° �' a pkbutler2002@yahoo.com LEGEND P y o.com ELEV=1.4 132 ELEV=1.9 132 ELEV=2.2 123 ELEV=1.9 131 00 r, 1 DATE: DATE: DATE: � DATE: 1 (D JANUARY 16, 2013 JANUARY 16, 2013 JANUARY 16, 2013 JANUARY 16, 2013 N/F NOW OR FORMERLY ♦ {/ 1R9 TEST BY: TEST BY: TEST BY: TEST BY: CONCRETE BOLND FOUND � THE BSC GROUP THE BSC GROUP THE BSC GROUP THE BSC GROUP O CONCRETE BOUND TO BE SET ROUP BSC WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY:� UTILITYPOLE 349 Route 28, Unit D AMY VON HONE AMY VON HONE AMY VON HONE AMY VON HONE - G ON - OVSERVICE EROVERHEAD WIRES 10 Q 00 Q�� �, W. Yarmouth, Massachusetts PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: -14-- CONTOUR 02673 <2 <2 MIN./INCH MIN./INCH <2 MIN./INCH <2 MIN./INCH TEST HOLE LOCATION �� �y� 508 778 89l SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR EL= 12.5 TEST HOLE ELCATR CONCRETE C9 SOIL EVALUATOR EL=12.5 TEST HOLE ELE�4TIONBOUND �%�� KIERAN J. HEALY, PL , S KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS KIERAN J. HEALY, PLS N F1 HELD FOR '� © 2013 WEAN HIGH WATER FOUND & BSC Group, Inc. SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: WATER GATE LINE / Q 1 1 1 1 - W - I" ATER SERVICE E:1013459.51 4� `1` SCALE: 1 " = 40' L.T.A.R. L.T.A.R. L.T.A.R. LTA.R.' 0 20 40 80 nXr 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. FILE: 4960502-DSP.dwg EXISTINCDWG. NO: 6086-03 R PIER, SHEET 2 OF 3 JOB. NO: 4-9605.02