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HomeMy WebLinkAboutBLD-18-2297a s a C r, C cc z a U Q 4 y U N r r r C F C f c i I Fo o F Foci O, LOCUS INFORMATION ��� x'200 F •o O O 'y CURRENT OWNER: JESSIE'S LANE, LLC OVERLAY DISTRICT: O.K.H. ' CU �����o Co,°oho°�F 04� �~ f ~ • MR. PAUL BUTLER �o °,� tiZ . -� I .w �, EXIS77NG LICENSED TITLE REFERENCE: DEED BOOK 29501, PAGE 44 NITROGEN SENSITIVE s. �'�y2 �' •►�`� \ ', PIER, RAMP & ZONE: NOT A ZONE 11 OR APD ��G o°, 9l % := �: ., FLOAT PLAN BOOK 666 PAGE 75 FEMA FLOOD 000, � °-y�,�' s Fey ti y ED FEB..7695 PLAN REFERENCE: .� o�, y ,� .� -.~� �, \.► .� `.�. • C' G '� �} ,� "" "` ..' e\ `: ^� ..;' DATED FE4, 1999 ZONE DISTRICT: "X", DATED '7-16-14 J _ 09`� �m'OG oy \\ r' f \� • ASSESSORS MAP: 128 PANEL #25001 C0583 y � s `"" \ \ `� PROPOSED PARCEL: 15, 16, 17 SHORE LINE AREA AE, ELEV 9 X0.10 �°'O ��o �'` o R T \ Oo~-`� 5. �x STRAW WAb.DLE �2 O B N \ i �� (280 IN LENGTH) \ / ZONING DISTRICT: R-40 MINIMUM LOT SIZE: 40,000 S.F. (UPLAND) �o 'O �" FOUND \ ( t! SETBACKS: FRONT 30' O"1 o. j \� ♦ _ o ,� \ \ j ' PROPOSED • SIDE 20' EXISTING LOT SIZE: 55,458± S.F. (UPLAND) CIO o°o. 1 '` .� \ \�\ \ t { tt� DECK 66,993± S.F. TOTAL �y, \� \ REAR 20'����' tJ �s �`� \ I��� PROPOSED. STRAW WADDLE �9y°�`� ^�9y� r •� �L�� .. (280' IN LENGTH) -f- O "� `r \ ..DAVID &SUSAN NICOLE � r /� � �, // / �S. / X� 9 .\�� \ \\', �a .• 144 DRIFTWOOD LANE - 1C ,,-/,a, / / r 1 '%JtJJ(� \\\ q PROPOSED e ASSESSORS MAP 128 ,- ! 4 \� �; i J \ ` .`� SCREENED .No PROPOSED PARCEL 14.3 "~ -~ `" !.2 -� / t t \ \\ \ PORCH GARAGE '------~ w �- - ~ --�"" ,e \� /p `��1 ` •� Jam,,...-. PROPOSED IMPERVIOUS -- -" -' ..-� ''r .. -- G 1 r •\ \ \�,\�`� ` . DRIVEWAY '� `"-� "~ 20� \ i,� \i 1 int �11t ' � � {alt t � • QD �1Or— 4AkI { Jill 1{ 1l1 i .{ { t LAND r /// ,• --''moi' -" ''' r �'' -- 1 \ 46 � ` / /// / -- ,,.%• .`-'' M.-;� ,� � =--� �-•i` pit � � , :, �` �1 tt t { 1 1 � t � 1 • i . { 1 t t t / / , r f �;,- •� - r r .� i� e 1 � , 7. it BENCHMARK / ! j j / " / i I -'' l ' 1 1 �� 1 It , { 1 t TOP OF CONCRETE t j / ! I l// / 170 ` / 1 \ \ / �� �, � BOUND. ELEVATION Jl j j t I! % / ,.-' '� s 1 \ t 1 45.29 NAVD-1988 f l t -'' % RA EL 27->� / 1! I I i f L i1�� 1� i I 1 2. t ! j � / I!! / / .-- / � � 1 ! � /+� -� °-` o t � � t tt 1 { � { { ,. DRIPOSED VEWAY 1 ( / j j i /f !tt/ ,9 3± S.F. i tt ! Ns4'o2s E• { / f{ ljl 1. 4 C ! / ! t t t .{ { 1 / DR o ilii t ! 1 I ,i { Z 5, 5 S.F. JJPLAN ,ss - t t �•t .i I p Er , /� 1 ,fill111 I Q1 { :! { 1 i� i t 1 t l Qi PRo osE /� / l .�' 1 / 11 / J f / / / 1�1 I1 . I { { V PE OUS / / / �,'o �� = '1i 1 1 �/ • J �1 �•1 .{ ( 1 z DR 40 11P�s ' o�/, / / / 1 i / ! I { t 1 \ ,- L r %� EVY I I/ 111 / ill/ •,� ' `►' r �1 '10, ge �` NSR E U 0I �� TO Ba I { ( \ w`+ / 11 " ✓ / REMOVE ''� .^"`" '/ ,.,.— -^"° '�"' ."" /O/ //d er I I • J.�., l ' \(fit j / ►dnN C�QNc ( \1 \'` \\1 �. -- / / r / l", 56„ f` - / / ORNEWA 'A ��� w — BO i i \S 3'3000 \��`� 'e\�`� ,7" ,0 / •g9 / ���r .- .- -- J/ // r ON RE ��` oP9/ / F 6, ,--I 1 t 1 1 C I 1 t � `- N1' �.'°• \\ �.'`,�7 �;`' / 3 % �- -'r -' = -- _` "--- /� j / TEP adON/F J • �" ` I DAVID & SUSAN NICOLE ti �j� SER/ ,� / / •�\ i / % iii , 1 % ~ ` . \ `` `� \ 4� /G 144 DRIFTWOOD LANE ASSESSORS MAP 128/� / a .- p�5 \ \ \ ! i Y ,a `� \ �/ \ \ y ,\� \g �P� _ ,,/�• PARCEL 14.3 Pl �' / / �'� \ \ �. \ \ \ 'I• / !�" - ' /'�~-- ' " e -,r s �' - i i ' o #164 \ \ \ \ 1 \ y I / 1/ t } t t t ;�/ r°',.-,�t�� ,- �!.. -� �.� �i —, i oo PAROL 27G // o, .100, 1 I / F 68 I± S.F.,- / r,Jx 47.2 1 • j11 f / /t ! t/!/ / / -� / ! 1.5± ACRES 1 l r // % / / / 11) /'/:� � , 04 148,992± S.F. -UP t J ! 1 / // ! l ,oho // �.5�' 4p i -9,522±x. WtT a 1 1 j t 1 i 1 t 1 j/ / 1�? f j �, �c 19.7 °/ 1// j /, ' /-- '//�• �°'� \ , \ ��` �,�� _.._—�`�—....--�--�� ;—��r..--'fir/ /i I! /1 j � i j / / � t '� �II�P 44 c .,. ,```",.�,../ /,�` � �/o ��o .do�� �� � ` - - -' � � � - — — � �� � � e �...- ,� ,,.• / J/ I �/ t/t 1 / / t �� �o`�O/ �' / j//?c`' ` ) �•� 1 _xia�-, \ /` �. _ J/�— -' _ e LIG I� // / / jt' f{ I/l �14 } f !! 1 / %/ l f G —� 1 t ! l / 1i! / 1/i , E / o R=1692 �\ e ii �_._ /� / (►, % / \ 11 i j jij j t / �-�R=16.72' �" L=29.56 L \ / i — — — _"� �//(/I / / L=39.28' \ / / ��— —� / / / 6 itti ttt{ t --/ / R=16.72// / ,�,, L- 9.72'Ile\ ,� i i \� ,t \, `� //�/� �� x 31��—,1as.2 D' �,.� .�c a�.5 ` C — �Ty , 79.38'00" t / / S83r20� 1 \ , ` \ �+ � ,., RD 31.0 �. —�,—_-`-1 �r 96�\ ` ��f� / ��_—_ ` j �� _ - - J -------_11---�-- OD SAN �.--,- `� __WID -o`_ — — — _ — \ a \ , PU IC -VAR /ABLE _ — o cr wv`. o c� �n� y yri ✓ 32 s \ B , .� o, O -n nay m ? v O p N ao oc CONCRETE_11iv✓ -� Z C BOUND '0 c a FOUNDo o 0 C O N 0 -i 1 OQ I o _ o T SCALE: 1 " = 30' m T_ 0 3.75 7.5 15 ME IM 0 15 30 60 �r o Z JUN - 7 2017 r mr y `'f;NiJ�`:�U T H v' OLD KING'S H1G;-IV,1AY c APPROVED JUN 26 2017 n YARMOUTH " OLD KING'S HIGHWAY SCALE: 1 = 10 0 1.25 2 11 .5 5 ME�Rs RECEIVE® 0 Z 0 5 10 20r TOWN CLERK SOUTH YARMOUTH, MA LOCUS DRIFTWOOD LN. ' ` z 0 v � FOLLINS rn N Z ro POND cn Q v v GREAT WESTERN RD. s WHITES PATH LOCUS MAP NOT TO SCALE I CERTIFY TO THE BEST OF MY PROFESSIONAL. KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. �� .CRAIG A. v FIELD cn No.38039 ' Q• �f`�i P`"s JUNE 7, 2017 P FESSIONAL LAND SURVEYOR DATE PLAN 0 F LAND TO ACCOMPANY A HISTORIC FILING #170 .DRIFTWOOD. LANE IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) .SITE PLAN JUNE- 7, 2017 REVISIONS: N0. DATE DESC. PREPARED FOR: MR. PAUL BUTLER 25 JEROME AVENUE BLOOMFIELD, CT 06002 pkbutler2002©ycJhoo.com aiBSC ROUP ` 349 Main Street, Rt. 28, Unit D W. Yarmouth Massachusetts 02673 5087788919 © 2017 The BSC Group,. Inc SCALE: VARIES PROJ. MGR.: C. FIELD FIELD: A. NELSON CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD FILE: 9958-REV-HSE.DWG DWG. N0: 6332-06 SHEET 1 OF 1 JOB. N0: 4-9958.00 Fo o F Foci O, LOCUS INFORMATION ��� x'200 F •o O O 'y CURRENT OWNER: JESSIE'S LANE, LLC OVERLAY DISTRICT: O.K.H. ' CU �����o Co,°oho°�F 04� �~ f ~ • MR. PAUL BUTLER �o °,� tiZ . -� I .w �, EXIS77NG LICENSED TITLE REFERENCE: DEED BOOK 29501, PAGE 44 NITROGEN SENSITIVE s. �'�y2 �' •►�`� \ ', PIER, RAMP & ZONE: NOT A ZONE 11 OR APD ��G o°, 9l % := �: ., FLOAT PLAN BOOK 666 PAGE 75 FEMA FLOOD 000, � °-y�,�' s Fey ti y ED FEB..7695 PLAN REFERENCE: .� o�, y ,� .� -.~� �, \.► .� `.�. • C' G '� �} ,� "" "` ..' e\ `: ^� ..;' DATED FE4, 1999 ZONE DISTRICT: "X", DATED '7-16-14 J _ 09`� �m'OG oy \\ r' f \� • ASSESSORS MAP: 128 PANEL #25001 C0583 y � s `"" \ \ `� PROPOSED PARCEL: 15, 16, 17 SHORE LINE AREA AE, ELEV 9 X0.10 �°'O ��o �'` o R T \ Oo~-`� 5. �x STRAW WAb.DLE �2 O B N \ i �� (280 IN LENGTH) \ / ZONING DISTRICT: R-40 MINIMUM LOT SIZE: 40,000 S.F. (UPLAND) �o 'O �" FOUND \ ( t! SETBACKS: FRONT 30' O"1 o. j \� ♦ _ o ,� \ \ j ' PROPOSED • SIDE 20' EXISTING LOT SIZE: 55,458± S.F. (UPLAND) CIO o°o. 1 '` .� \ \�\ \ t { tt� DECK 66,993± S.F. TOTAL �y, \� \ REAR 20'����' tJ �s �`� \ I��� PROPOSED. STRAW WADDLE �9y°�`� ^�9y� r •� �L�� .. (280' IN LENGTH) -f- O "� `r \ ..DAVID &SUSAN NICOLE � r /� � �, // / �S. / X� 9 .\�� \ \\', �a .• 144 DRIFTWOOD LANE - 1C ,,-/,a, / / r 1 '%JtJJ(� \\\ q PROPOSED e ASSESSORS MAP 128 ,- ! 4 \� �; i J \ ` .`� SCREENED .No PROPOSED PARCEL 14.3 "~ -~ `" !.2 -� / t t \ \\ \ PORCH GARAGE '------~ w �- - ~ --�"" ,e \� /p `��1 ` •� Jam,,...-. PROPOSED IMPERVIOUS -- -" -' ..-� ''r .. -- G 1 r •\ \ \�,\�`� ` . DRIVEWAY '� `"-� "~ 20� \ i,� \i 1 int �11t ' � � {alt t � • QD �1Or— 4AkI { Jill 1{ 1l1 i .{ { t LAND r /// ,• --''moi' -" ''' r �'' -- 1 \ 46 � ` / /// / -- ,,.%• .`-'' M.-;� ,� � =--� �-•i` pit � � , :, �` �1 tt t { 1 1 � t � 1 • i . { 1 t t t / / , r f �;,- •� - r r .� i� e 1 � , 7. it BENCHMARK / ! j j / " / i I -'' l ' 1 1 �� 1 It , { 1 t TOP OF CONCRETE t j / ! I l// / 170 ` / 1 \ \ / �� �, � BOUND. ELEVATION Jl j j t I! % / ,.-' '� s 1 \ t 1 45.29 NAVD-1988 f l t -'' % RA EL 27->� / 1! I I i f L i1�� 1� i I 1 2. t ! j � / I!! / / .-- / � � 1 ! � /+� -� °-` o t � � t tt 1 { � { { ,. DRIPOSED VEWAY 1 ( / j j i /f !tt/ ,9 3± S.F. i tt ! Ns4'o2s E• { / f{ ljl 1. 4 C ! / ! t t t .{ { 1 / DR o ilii t ! 1 I ,i { Z 5, 5 S.F. JJPLAN ,ss - t t �•t .i I p Er , /� 1 ,fill111 I Q1 { :! { 1 i� i t 1 t l Qi PRo osE /� / l .�' 1 / 11 / J f / / / 1�1 I1 . I { { V PE OUS / / / �,'o �� = '1i 1 1 �/ • J �1 �•1 .{ ( 1 z DR 40 11P�s ' o�/, / / / 1 i / ! I { t 1 \ ,- L r %� EVY I I/ 111 / ill/ •,� ' `►' r �1 '10, ge �` NSR E U 0I �� TO Ba I { ( \ w`+ / 11 " ✓ / REMOVE ''� .^"`" '/ ,.,.— -^"° '�"' ."" /O/ //d er I I • J.�., l ' \(fit j / ►dnN C�QNc ( \1 \'` \\1 �. -- / / r / l", 56„ f` - / / ORNEWA 'A ��� w — BO i i \S 3'3000 \��`� 'e\�`� ,7" ,0 / •g9 / ���r .- .- -- J/ // r ON RE ��` oP9/ / F 6, ,--I 1 t 1 1 C I 1 t � `- N1' �.'°• \\ �.'`,�7 �;`' / 3 % �- -'r -' = -- _` "--- /� j / TEP adON/F J • �" ` I DAVID & SUSAN NICOLE ti �j� SER/ ,� / / •�\ i / % iii , 1 % ~ ` . \ `` `� \ 4� /G 144 DRIFTWOOD LANE ASSESSORS MAP 128/� / a .- p�5 \ \ \ ! i Y ,a `� \ �/ \ \ y ,\� \g �P� _ ,,/�• PARCEL 14.3 Pl �' / / �'� \ \ �. \ \ \ 'I• / !�" - ' /'�~-- ' " e -,r s �' - i i ' o #164 \ \ \ \ 1 \ y I / 1/ t } t t t ;�/ r°',.-,�t�� ,- �!.. -� �.� �i —, i oo PAROL 27G // o, .100, 1 I / F 68 I± S.F.,- / r,Jx 47.2 1 • j11 f / /t ! t/!/ / / -� / ! 1.5± ACRES 1 l r // % / / / 11) /'/:� � , 04 148,992± S.F. -UP t J ! 1 / // ! l ,oho // �.5�' 4p i -9,522±x. WtT a 1 1 j t 1 i 1 t 1 j/ / 1�? f j �, �c 19.7 °/ 1// j /, ' /-- '//�• �°'� \ , \ ��` �,�� _.._—�`�—....--�--�� ;—��r..--'fir/ /i I! /1 j � i j / / � t '� �II�P 44 c .,. ,```",.�,../ /,�` � �/o ��o .do�� �� � ` - - -' � � � - — — � �� � � e �...- ,� ,,.• / J/ I �/ t/t 1 / / t �� �o`�O/ �' / j//?c`' ` ) �•� 1 _xia�-, \ /` �. _ J/�— -' _ e LIG I� // / / jt' f{ I/l �14 } f !! 1 / %/ l f G —� 1 t ! l / 1i! / 1/i , E / o R=1692 �\ e ii �_._ /� / (►, % / \ 11 i j jij j t / �-�R=16.72' �" L=29.56 L \ / i — — — _"� �//(/I / / L=39.28' \ / / ��— —� / / / 6 itti ttt{ t --/ / R=16.72// / ,�,, L- 9.72'Ile\ ,� i i \� ,t \, `� //�/� �� x 31��—,1as.2 D' �,.� .�c a�.5 ` C — �Ty , 79.38'00" t / / S83r20� 1 \ , ` \ �+ � ,., RD 31.0 �. —�,—_-`-1 �r 96�\ ` ��f� / ��_—_ ` j �� _ - - J -------_11---�-- OD SAN �.--,- `� __WID -o`_ — — — _ — \ a \ , PU IC -VAR /ABLE _ — o cr wv`. o c� �n� y yri ✓ 32 s \ B , .� o, O -n nay m ? v O p N ao oc CONCRETE_11iv✓ -� Z C BOUND '0 c a FOUNDo o 0 C O N 0 -i 1 OQ I o _ o T SCALE: 1 " = 30' m T_ 0 3.75 7.5 15 ME IM 0 15 30 60 �r o Z JUN - 7 2017 r mr y `'f;NiJ�`:�U T H v' OLD KING'S H1G;-IV,1AY c APPROVED JUN 26 2017 n YARMOUTH " OLD KING'S HIGHWAY SCALE: 1 = 10 0 1.25 2 11 .5 5 ME�Rs RECEIVE® 0 Z 0 5 10 20r TOWN CLERK SOUTH YARMOUTH, MA LOCUS DRIFTWOOD LN. ' ` z 0 v � FOLLINS rn N Z ro POND cn Q v v GREAT WESTERN RD. s WHITES PATH LOCUS MAP NOT TO SCALE I CERTIFY TO THE BEST OF MY PROFESSIONAL. KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. �� .CRAIG A. v FIELD cn No.38039 ' Q• �f`�i P`"s JUNE 7, 2017 P FESSIONAL LAND SURVEYOR DATE PLAN 0 F LAND TO ACCOMPANY A HISTORIC FILING #170 .DRIFTWOOD. LANE IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) .SITE PLAN JUNE- 7, 2017 REVISIONS: N0. DATE DESC. PREPARED FOR: MR. PAUL BUTLER 25 JEROME AVENUE BLOOMFIELD, CT 06002 pkbutler2002©ycJhoo.com aiBSC ROUP ` 349 Main Street, Rt. 28, Unit D W. Yarmouth Massachusetts 02673 5087788919 SOIL TEST PIT DATA ONSITE SOIL EVALUATION #3&#4 HIGH GROUNDWATER COMPUTATION BASED ON TP 500 GALLON CONCRETE LEACHING CHAMBER(H-20). 6 WHITES PATH LOCUS MAP NOT TO SCALE -1 -\N OF MgSs9cyG NOT TO SCALE CIVIL to No. 46206 ` �p FG►S7EP 6`�� UNAL BRIAN YERGATIAN DATE NOT TO SCALE a-, DATE: JANUARY 14, 2016 DEPTH TO WATER INDEX WELL 17.1 MIW-29 MASSACHUSETTS 4" PERFORATED PVC W/SCREW CAP TO EXTEND DOWN 20" ACCESS COVER TO WITHIN 3 INCHES LOAM AND SEED TEST PIT TP -3 TEST PIT TP -4 TEST PIT TP -1 TEST BY: BSC GROUP, INC. WATER LEVEL .RANGE ZONE A' " TO NATURAL SUBGRADE 5 . DIA. KNOCKOUT (TYP.)` OF FINISH GRADE ALL DISTURBED AREAS GRD. EL 26.8 GRD. EL 27.1 GRD. EL 21.3 WITNESSED BY: LICENSED SOIL EVALUATOR: AMY -VON HONE, R.S.; CHO KIERAN J. HEALY, PLS DEPTH O INDEX WELL -'JULY 2017 7.7 1-1/2» TAPER } SHGW EL N/A SHGW EL N/A SHGW EL 5.5 Mr. PAUL BUTLER WATER LEVEL ADJUSTMENT 1.3 pkbutler2002@yahoo.com BSC SUP 1 1 CONIC. 349 Route 28, Unit D W. Yarmouth, Massachusetts 12-36" COVER 508 778 8919 © 2017 BSC Group, Inc. SCALE: 1 " = 20' PERCOLATION RATE: < 9 MINS./INCH DEPTH TO HIGH WATER 15.8 7r .. - • + •:.. I I �1@CD JOB. NO: 4-9958.00 EL 26.0 EL 23.4 EL 18.8 EL 15.8 44 8 A SANDY LOAM 2.5Y 6/3 B LOAMY SAND 10YR 5/8 C-1 V.F. LOAMY SAND 2.5Y 6/3 10/20% STONES C-2 SILT LOAM 2.5Y 5/3 C-3 MEDIUM SAND NO 2.5Y 6/6 GROUNDWATER OBSERVED 10" EL 26.3 41 EL 23.9 62" 96» 132" EL 180" EL 14.6 10" EL 17.3 38" EL 15.3 EL 5.5 EL 5.3 150" A FILL. B LOAMY SAND 10YR 5/8 C-1 V.F. LOAMY SAND 2.5Y 6/3 10/20% STONES C-2 FINE SAND 2.5Y 6/6 10/20% STONES SIEVE SAMPLE - - JL - SOIL CLASS: CLASS 11 1 t LTA.R.: 0.60 GPD/S.F. o 0 0 0 c=01= 0 0 0 0{ 1/2 � DOUBLE WASHED 0 0 0 0 0 0 0 0 0 0 0 ® o o STONE ABOVE CROWN mm 0 0 0 0 0 0 0 0 0 36» 24" [� o 0 0 o OF PIPE 0 0 0 0 0 0 0 0 0 0 0 EFFECTIVE � o LEGEND 0 0 0 0 0 0 0 0 0 0 0 DEPTH 0 0 0 0 0 ooue WASHED STONE TO CROWN ONSITE SOIL EVALUATION #1 UNSUITABLE OF PIPE �- OBSERVED " 72" MATERIALS = GROUNDWATER 8 -6 4'-10� DATE: AUGUST 27, 2017 (TO BE REMOVED) BENCHMARK 20NT VIEW 7'-10' TEST BY: BSC GROUP, INC. TOP OF CONCRETE WITNESSED BY: AMY VON HONE, R.S.. CHO DM PERCOLATION ESTIMATED BOUND. SIDE VIEW ELEV=20.22 NAVD LICENSED SOIL EVALUATOR: KIERAN J. HEALY, PLS TEST RANGE - SEASONAL HIGH 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. 190" n GROUNDWATER 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL PERCOLATION RATE: < 2 MINS./INCH 3. GEOTEX71LE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. 192 SOIL CLASS: CLASS I (SIEVE TEST) cup 4Q,. c LOCUS INFORMATION 205" L.TA.R.: 0.60 GPD/S.F. I tv s�• ..-- CdLJCR TE �� `•. \ `` •; y� .f -O �� OLIND `FCIUND 1 `���\ \� \ \� 1�1 1 � �@lJ�pl► t7� ��A O +-�F~ . ,_�`\\ `\; ,��\�\i j� +��1,y PROPOSED : CURRENT OWNER: JESSIES LANE LLC O�ti �!�\.\ O'` r` �► `� r .t �1 STRAW WADb.LE PAUL BUTLER, TRUSTEE G4 1•J `.. 240" - �� - -� � ��`•.� \ �` \\� \` `t `� i ' ' { i i ��' •: I ! r rt ; , \ "� �\ �- \, `, w , i ; tl •� ` PROPOSEDTITLE REFERENCE: DEED BOOK 29501, PAGE 44 '_ �♦�i \t `r ' r ` �it '1► + i, t \tEElt '2 D -119 -F2PROPOSED DECK PLAN REFERENCE: PLAN BOOK 120 OBSERVATION -113SPORT PLAN BOOK 152 EXISTING DECK TO (H-10) i i t s ` REMOVED &- REPLAC q - ASSESSORS MAP: 128DISTRIBUTION BOX DETAIL NSF , Y cp �' O ' PARCE15 16 & 17NOT To SCALE DAVID &SUSAN NICOLE A-1 REMOVABLE s" MAX. 144 DRIFTWOOD LANE / r / �t • \ -40PROPOSED ASSESSORS MAP 128 _d X .12 4.9 ZONING DISTRICT: R tCovER RETAINING PARCEL 14.3 SETBACKS: FRONT 30' WALL g ► • � : ' • a• '� _,,. `"_l"_"rr�^•!,_r..` `�`'•,,....- •-�! \\ ` + t i � `it , t / `1 i 1 �`t � t `� �j t ; t�,\tt ;► IEPROPOSED RSR 20' HDPE RISER 4SCREENED OVERLAY DISTRICT: ;C O.K.H. 'PROPOSED PORCH 21" NITROGEN SENSITIVE 2 WALES 3" GARAGE ZONE: NOT A ZONE 11 • �, / r-` r \ /� t \ `\ t r t r r\ \ ";'t` O O • __- ~ ~ „►_ ��� t tt ,'\ . r \ \\ r r \t'It `• � FEMA FLOOD PROPOSED LIMITS ZONE DISTRICT : ZONE X, DATED JULY 1 6. 2014 9-1/2„ (5) 5» DIA. IMPERVIOUS WETLPANEL #25001CO583 J 13" KNOCKOUTS FLAG 11-1/2* TYP. DRIVEWAY MINIMUM LOT SIZE: 40,000 S.F. •' - -.- --'' "' 2Q `` ` \\ \\ `• 'irr`�ry l i t s i11 EXISTING LOT SIZE: 1.541 ACRES 2" _ +'\� '' --''r •rte --^' - g '�`�'\� BOTTOM ON LEVEL STABLE BASE 6 MINIMUM " PLAN VIEW r f,.-- (1.= �, r- r• __ -~ 3/4 TO 1-1/2 r ` r • CRUSHED STONE ��r� `" 1~ •� �. - . - t / ~.. \ _.. ECTiON VIEW / / _.---- _--`--- f ' - ; j ; i ; 1 ; , ; _ 111 ; GENERAL NOTES 0.6 t t- t i , t , „ , t i 1 , i t• tt 1 / �► t t t i t t J 1. THIS PLAN IN ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE NOTES: // % !/ ,' ,' ' %^ -r - t \ \ I tt t 1 , y t t t 1 I 1 1 t . 1 t . (- ! t t - •-1- -�- ! ! / / , , ! ,,. • , \_ r 1 ti t l t y I ► I , t. t , i i + SEWAGE DISPOSAL FACILITIES. 1. PROVIDE INLET iEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FL/FT OR ,! /, r, / / !! / -ter- ,-.- r ► `� `` _\ may,, a i + 1 i i i i t t I �� i t {, t IN PUMPED SYSTEM. ,,, .1 /' / �-- -r-- r, ,, l /i \\ Z t r t t t i' t t t' i t i( t i i t t / ♦ / i �\ 1 \ \ F + i i t t t y t i i i 2.. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 .1 rr �r /� ♦ , �1 , y 11.11 'ttt t t y 1 1 `!I, t 2. FIRST TWO FEET OF PIPE OUT OF DIST BOX TO BE LAID LEVEL t ! �/ // �! ' ' - - t t 1 ` `-t-� r �i t ' t t t t t + I t tI i y AND YARMOUTH BOARD OF HEALTH REGULATIONS. j / If t t 1 t 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. /�1 \ r ttt ►t i'1 t ,y t ►1t 1t ,t t/ ttit f/i t , '/t /, t !/ ''t t r►/ t�r'rr It y tr r ilt t�' ir ► ,►► r t ~ tI' t r '' l /rtr / / , , t i / r►rr r �rttrt t!t/ / r/rtt /!/!/'! + / ,�r !1! !,�/! !, y. !' ' i! // /• Q . • -(' ,1r.(_P-- -�/--'i) � ► ti ,, i r ►,t { . -i t i .-'/ /' �17.V 11'+�� ' ,r` `�\�- -+ �+ /\ t\ 1t .•� t.11 Fti 1A�1 It''��ri'i l at t1t ' it �2 / . j ►Q. 1 1 3. THERE ARE NO KNOWN OR PRO P OSED PRIV-ATE WELLS LOCATED WTHIN 150 F T O F THE itNyI tcWill#170 PROPOSED LEACHING FACILITY.4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. itifr 'vv/ 27 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE5. CONCRETE COVER SHALL BE RAISED TO "THIN 6 INCHES OF FINISHED GRADE. %993f 1 ► t �f RES + Lt� 110 MATERIALS.PROPOSED cV °545 F. UPLAND \! rDRIVEWAY 1 5. IF AN OVERDIG IS SPECIFIEDREPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT O F +11 1DESIGN CALCULATIONS i ' EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND INJItof DELETRIOUS SUBSTANCES. MIXTURES ANDLAYERS OF DIFFERENT CLASSES OF SOILRI/ Y 18.8 t tDESIGN FLOW SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 ? t�V INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON At t 4 BEDROOMS 0 110 GPD/BEDROOM 440 GPD I t ,I REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE I if SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF REQUIRED SEPTIC TANK 4 SIEVE. THE FOLLOWING SPECIFICATIONS:RO OSE i 440 GPD X 200% - 880 GALLONS , �l \\ ` t,''�t +++ +t1 t +1,+ t1 ► `t, ytt ' y t t1 i rr�t 'yrt r'USE 1.500 GALLON SEPTIC TANK AY °t' t 100% MUST PASS #4 SIEVE SIZE OF REQUIRELEACHING FACILITY DRI10% MUST PASS #50 SIEVE N -,x ".AlA t 0-20% MUST PASS #100 S IEVE i „r- - �DC 1 r' `► ► t , , E % ► t ,� ► DESIGN PERC. RATE: <9 MIN INCH \ t + 1 + t t t t \ \ °' / / r' ,C� t , ► , 3 I t t I t 0-5% MUST PASS X200 SIEVE GPD/SF \r 1 ' t,i ►' \/ / I t 7LONG TERM APPL RATE: 0.60 440 GPD + 0.60 GPD/SF = 733 SF 17.0 • t0 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER ! DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SIZE OF LEACHING FACILITY_ PROVIDED , i t'� ° y t ` \ \ \ ` \ \ _rte- _ �' 4 i -.-' k_ E ► t t t / / ► f t t , ► t r C7 SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS 1 ! }� { , \�• \ / / 0 r- /f ,, ) 1 r' fI tt't ►tf r ' i t t t t ' '\ ` u -'-- ! / / / ,' r , f t t I , t t frf ' OF U71UTiES AND -STRUCTURES, WITHIN THE LIMIT OF WORK. PRIOR TO THE START OF USE (4) 500 GALLON H-20 CONCRETE LEACHING CHAMBERS , t r 1 ,� \\ \ \\ \ X ! / t 8 , ry r/ - � r J t , t t t t t IN TRENCH CONFIGURATION WITH 4' STONE ON ENDS AND o i t t t t� t \ `\ \ \ / / ' / t • . t 1-r �' / '� P5./ t t i t i , j �� ► t CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES t \ r ! jar- / �� R it, t toff f SIDES. --- - i t i r tit \ \ ` ` \ \ -�- 7�� r �- •� �F { t , t t I 1 t r 11r1 • / i J REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ' y-1 t t + , ` \ \ \ r- Q0��rrM•r�._....�........- ` / --- �'�,� s ' , �/r IIALK l f r , / ► ,11, • ,r , .� . X 12.83 • BOiTOM AREA 42 538.8 S.F. / t • t i I i + ti t \ \ \ \ `--" �.. ,� `� -' >�iN L ra�'\6 �! J ► t , t t tR• -' j 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE SIDEWALL AREA: 2 X (2 X (42' + 12.83')) >a 219.3 S.F. t i ' i r t + \ \ )' \ ' e i r ! - /- , \ r �t E t { \ \ \ \ ,� / - r �y�► / I PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY EFFECTIVE LEACHING AREA 758 S.F. t t { t t i t t t t \ \ - , t - ..- Lo C , ' �( ." PROPOSED °' / ' . "' ,, t i'' '� Il l r 1 �+ COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTiONS N�E�E, � � Dt , t \ / -- , �,. 17.6 r+�► -� t� l , r . 758 S.F. X 0.74 GPD S.F. = 454 GPD INSTALLED CAPACITY)t i t t t ` TREES .S'` �- 4GPD > 440 GPD/ 14 GPD RESERVE CAPACITY PROVIDED) TO B \ \ \ !y!� \ \ \ \ �\ `,�%� i r�'r` �� / ' �, ! S� rr-r� t "_� -'". Jam! ; ►�!; ' v ; �, ' IN SERVICE. 45 ( REMOVE DRIVEWAY x --' -' l / / / / i 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE PER MASS. STATUTE CHAPTER 82 ' ( t ' ' ` ` \ . ` `\ `� \ t\ `\ `\ / 5 ' , / % x '-� r -y r -r_ -I, yy / XI TINS SECTION 40 1 888-344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF t $3 �p0"/�\`' 6 Z'�` ��`\ \\ ` \ \` \r 'V , ,l .01 � rr -r' - - / !,,'I'„%� ON RETE: A LEON SEPTIC TANK(H'-1 ► ; 1 1: � x r- 23 ;�. ;��� - �_�.,� rr..rr-r : =-=�.� . = �-----...i �`y� /�CONSiRUCTiON. 1 .500 Gt i \ M r rr'� �.! r. , , ,� I rE/'J A00 NOT TO SCALE l `; ' .� `\`\ \�`\ \\`.` `\ \\ \� \` \\\ '\ \ 1, i / i�� �► �Y+-� ���"-�- �'r-- -''- -''-% �~ --M ! �!� !•T 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION Y,/% OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR .••� ..rr .��e.........."' .+ir. r"• - ./'i- r'r" �, '."""`..'. ••'ate". •(�/ /� 15.240(41. NOTES: RAISE AT LEAST ONE EXISTING COVER •\ `\ \ \ \�� �` \\ \\ \\ !'� `\ �•��,y`i �' , . ,.. r '" frrr r --r r-- .- -- • :.•'-- _ `� �� TO WITHIN 6" OF. FINISHED GRADE ` ` ` ! .. \ _ . _..-� .� -^ i" r° ..•- ,» R ..,�N- air b,' 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. THE RISER SHALL BE 18" HDPE PIPE. 10. THE WATERLINE SHALL BE SLEEVED OR RELOCATED PRIOR TO CONSTRUCTION OF THE 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 RESERVE AREA (IF NEEDED). LOADING. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" MAX. CONC. COVER SHALL BE WATERTIGHT. SYSTEM PROFILE 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK BENCHMARK SET NOT TO SCALE SC H E D U LE OF ELEVATIONS- COVER. LEVATIONSCOVER. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. EL=A La29t FT. FT0 PVC 4'S=0.018 TOP OF FOUNDATION = 24.50 A CONCRETE BOUND ON PROPERTY LINE ELEVATION 20.22 NAVD - 1988 TOP FOUNDATION FIRST PIPE LENGTH 10'-6" TO BE SET LEVEL FINISH GRADE 4w INVERT AT BUILDING = 22.00 B FOR MIN. 2 22:2 -24.2 4 INVERT AT SEPTIC TANK (IN) = 21.60 C - 10'-0" EL 23.6E 4" SCH. 40 PVC 4" INVERT AT SEPTIC TANK (OUT) 21.35 D L=24.5f FT. 10" - S=0.016 4` SCH. 40 PVC 4` INVERT AT DIST. BOX (IN) = 20.82 E 3" :r 4" INVERT AT DIST. BOX (OUT) = 20.65 F �Q�o� 5'-8- 4'-6LOCATE DEPTH t= o t VARIANCE. REQUESTED >, ` � I ELEVATIONS AT LEACHING FACILITY 0 o .=1 o t= 0 0 0 0 INLET TEE OUTLET TEE 1=B o 0 0 0 0 0 0 v o 0 51-8~ _ UNDER COVER 3" TOWN OF YARMOUTH I=D I=G 1 0 0 0 0 o t= c o 0 4" INV. AT LEACHING CHAMBERS = 20.50 G (BRKOUT 21.50) - - W/GAS BAFFLE 3» TO ALLOW THE TOP OF FOUNDATION TO BE LESS THAN THE REQUIRED 2' ABOVE 1=C I=E 1=F H BOTTOM OF LEACHING CHAMBERS = 18.50 H 4HIGHEST POINT IN ROAD AS ROAD IS SO FAR AWAY FROM DWELLING. :e - LEACHING ESTIMATED SEASONAL HIGH GROUNDWATER = 5.50 J ' HIGHEST POINT IN DRIFTWOOD ROAD IS ELEVATION 32.0 • : ' % DISTRIBUTION 13.0 :SEPARATION CHAMBERS. HIGHEST POINT IN PINE HILL LANE (NOT CONSTRUCTED) IS ELEVATION 45.2. NOTE: SEPTIC TANK BOX MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED ESTIMATED S.H.G.W. (BOTTOM OF TEST PIT) PLAN VIEW CROSS-SECTION VIEW IN THE TRENCH OVER ALL PVC PIPING DRIFTWOOD LN.` Z O 2 _j M � FOLLINS Z W POND 0 U GREAT WESTERN RD. 6 WHITES PATH LOCUS MAP NOT TO SCALE -\N OF MgSs9cyG g� BRIAN G. YERGATIAN CIVIL to No. 46206 ` �p FG►S7EP 6`�� UNAL BRIAN YERGATIAN DATE PROFESSIONAL ENGINEER SEPTIC SYSTEM DESIGN # 170 DRIFTWOOD LANE IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JANUARY 18, 2016 SION NO. DATE DESC. 1 9-29-17 REMOVE C-1 MATERIAL a a M fi,14k hent he } -Name - --bale PREPARED FOR: Mr. PAUL BUTLER 679 BLOOMFIELD AVENUE BLOOMFIELD, CT 06002 pkbutler2002@yahoo.com BSC SUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2017 BSC Group, Inc. SCALE: 1 " = 20' 0 10 20 40 nmr FILE: P:\prj\4995800\civil\49958-sp DWG. NO: 6332-05 SHEET 1 OF 1 JOB. NO: 4-9958.00