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Notice of Intent 3/21/07�1 ^SLOCUMS R/VFF LOCUS�'� � � r Ir I DARTMOUTH SITE LOCUS NOT TO SCALE to Y m a LEGEND ° CONCRETE BOUND axe SPOT ELEVATION rw,� TREE LINE 1L WETLANDS W° 1 WETLAND FLAG FILTER FABRIC OF 'MIRAFI 100' OR APPROVED EQUAL (SUPPORT NET OF ) INDUSTRIAL COMPACTED BACKFILL 2• SO. Y X 1' X 4' I.G. OAK OAK STAKES DRIVEN FLUSH POST %- W2 TT � 0 HAYBALE / FILTER FABRIC OF •MIRAFl 100' OR APPROVED EQUAL (STAPLED TO POSTS) o 'y s <t III I POLYPROPYLENE AS 1._6. HAYBALE REWD. BY THE ENGINEER)III COMPACTED 2' S0. OAK 1 BACKFlLL POST (TYP) GRADE PITCH DIRECTION OF n FLOWGRADE 6• -► .`✓,�0,� ;, III• qll I� II ������ GRADE PITCH FLDIRECTION OF ♦ �I -_ UNDISTURBED SOIL \ NO TES.- q 1. !THE SITE IS SHOWN ON THE TOWN OF DARTMOUTH ASSESSORS MAP 9 AS LOT 19-2. THE -9 \ 11 CURRENT OWNER OF RECORD IS H. AUS11N HOYT, AS TRUSTEE OF THE H. AUSTIN HOYT y' / �-e REVOCABLE TRUST. THE LOCUS DEED IS RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS I (S.D.) IN BOOK 7159, PAGE 302. A F-10 \ I 2. THE SITE IS SHOWN AS LOT 2 ON PLAN ENTITLED "APPROVAL NOT REQUIRED PLAN OF LAND IN N/F 11 DARTMOUTH, MA, PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF 1983 BY OLDE TRUSTEES OF THE BOSTON LAND SURVEY CO., INC., DATED NOVEMBER 22, 1989 AND RECORDED AT THE BRISTOL /WF-11 GREAT NECK TRUST OF 1983 WF-� COUNTY REGISTRY OF DEEDS (S.D.) IN PLAN BOOK 125, PAGE 14. MAP 9 / LOT 19-1 j \\ 3. BUILDING ENVELOPE INFORMATION IS AS SHOWN ON PLAN ENTITLED "BUILDING ENVELOPE PLAN OF LIMIT OF BORDERING ` LAND IN IN DARTMOUTH, MA", PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF 1983 BY OLDE BOSTON LAND SURVEY CO., INC., DATED APRIL 26, 1990 (REV.) AND RECORDED ,•II, VEGETATED WETLANDS'' �-s / WF-S / \\\ AT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.) IN PLAN BOOK 125, PAGE 64. I 4. THE BUILDING ENVELOPE OF THE LOCUS PARCEL IS PARTLY LOCATED IN 100-YEA / x32 •� R FLOOD ZONE / A'wF-1z hti 11 A9 (EL 13) AS DETERMINED FROM THE TOWN OF DARTMOUTH FLOOD INSURANCE RATE MAP 413 / �O� \ o� COMMUNITY PANEL NUMBER 250051 0021 D (MAP REVISED JULY 3, 1985). ILI (� \\1 \ \ \ \\ 1 ,, 5. TOPOGRAPHIC INFORMATION SHOWN WAS COMPILED BY PHOTOGRAMMETRIC MAPPING BY COL -EAST WF-1 WF-2 �/ /jy I 1 ► ; 1\ 1\\\ \ \\\` INC., FIELD SURVEY BY TIBBETTS ENGINEERING CORP. IN NOVEMBER 1994 AND SUPPLEMENTED A- ' ' \t \ \ WITH A FIELD SURVEY BY CULLINAN ENGINEERING CO., INC. PERFORMED JULY 14, 2006. t xa6 xRa-31��'�,� / 11 \ \ 111 I� 1 1 \t 1\�� 6. ELEVATIONS ARE REFERENCED TO N.G.V.D. OF 1929. SITE BENCHMARKS SHOWN ON PLAN ARE: s.3 / F,P 1 \ \ 111 1 1 \ \ 1 BM7 SPIKE FOUND IN 20" OAK, ELEV. =43.63 BM2 : SPIKE FOUND IN 24" OAK, ELEV. = 11.52 LOT 2 t \ I I t 1 1 1 1 7• WETLAND RESOURCE AREA SHOWN ON ABUTTING LOT 19-1 WAS TAKEN FROM A PLAN ENTITLED I ' \ 1 } "SITE PLAN DRAWN FOR GEOFFREY & ELENA SANDS MAP 9; LOT 19-1 DARTMOUTH, (PLAN BK.125/P464) \�\\ 1\tl tI MASSACHUSETTS DATED FEBRUARY 12, 2007.DRAWN BY BOUCHER & HEUREUX, INC. \ / I \ ✓ I ' 11 I t I 8. TOP OF COASTAL BANK DELINEATED PER D.E.P. WETLANDS PROGRAM POLICY 92-1. _ TOTAL LOT AREA = 39Af 1 ACRES BUIL ING ENVELOPE AREjr/ 3.00t ACRES I II \ - MAP .9 f/LOT 19-2 B(/ RIVERFRONT AREA zoo j / - - - DISTURBANCE 13,594 SF \�\ \\ \\ TOTAL RIVERFRONT AREA= 164,125 SF74 d% f �\ 5 \\ Pg�O�\\ EP \ // / / / _ - - -NiNi _ -n• /AK /fo• p� OA1C 'C �. �" - - - \ \ ��. `1Do,IBLf _ e� 01rK Y.S 1 \ \ �, _ _i - _ \ = \ \ \ \ \ \ \ \ (1, / G ,2• / / " w�oa. _ - swA - o�u 3ti - ' OAK x N 4' \\ \ y 0' r2' 'P 4. r 27. �- fa172�_ ox 2 R / / - _ \ \ \ BARRIER \ \ Deb&f I DOUBLE r �VEL RO D � CBI \\ \ 14 /OAK PRE fo- zo \ -_ SEE DETAIL fF�d) \\\\\\ \\ \ 'lam \ 1 \ J I irr Qoa,arE 12' PWE 4• Pfr,E \ ��. �\ \\\ \ \ 1 I ooveLE \ _ o - _'OAK l fa• \ \ / I �� \ \ \ \\ \\ \ \\ 10, \ / aK£\BL , / oAK nArr Gy \ I 1 \ \ - / /- I 3I4 \ OAeK \\ o>\\ \\ cfvc 1 / rr cam\ \ ; /" \\ \ \\ 14. 24 x \ i \ `\ \\ \\ \ \l�x`\ iza x 1 / \ \ \ \\ 1 I I ( x �'' \ \ ^ x \ \ / / - I 1 AK - - °"K \ I ! I x123 \ \ \ \ 1 t 1 217 I \ \ ,0- // \ / / \ \ \ \\ \ \ \\ \\\ \ \ L \ x \\ / /1 r ,�\ \ t \ I \\ � \\ \ \\\��\\\ \ } \ \� \ \ \ t \ \--\ 241 \----- 1 \ \ \ f 1 I \ \ \ \\\\\ °C \ \ \ \ _OAK / �2a� i I \ \ \ x 128\ \ \ - - 2zo / t'` \ !s \ \\ / Tawl \ ► 1 � \ � \ \\ \\\ \\\ \ \ `\ -•-- �-/''// �,',.' ` 1 11111wj �\ \ �'7��,/.!' /- \ ' K \\ \ \ \\ \� \ \1 �- 1\\\ 1 �l � tl xfla I \ / nd)i '\\ \ f6 / BM1 `� j 1 \ \ x2S, \ \ \ xr4.1 / / / // ) 1 \-' / /--- C\ °C 1 / II N 1 \ \ \ I 1 \ \ \\ x14.i Io/ \ 12• I x26.9 I 1 ! / / / \ 11 Q\��1 \ \ \ .0 I 1 I - ___ \\ x1Z4 \ I I\- (\---// 1 / II I F} \\\1 \\\§I JI I// r- 1144 1 \ 1 \ x2.2 lafl \\ \\ \ - fOAK I 1 /// //// / 11 ImI 1 Kr/ \ \ \\ // --1 to 1 1_70 1•X 1•X 4•LG. OAK / \ 1 \\ \\-__---\ IIII i 1 11\ \\ \ \\ \\ s �---�hM1// // ," 7or I' j STAKES DRIVEN FLUSH W/ I. I TOP OF HAYBALE (2 EACH I I I x f6.9 \ \ \ _ - -� \ x f87 �/ �I I BALE DRIVEN AT SUGHTLY ) f I \ \ ` _ - \ I 1 \ \ \ \ \ \ \ \ \ �/fC / / ^ \ \� -- �M1e/ / / ` } 8- H r OPPOSITE DIAGONALS) \ I \ \ / I I t \ \ \ \ \ \ \ \ - - \ / �M1b / / / / / / j f I 1 3�1 / ! 1 III , \\ I , -\ I / I \ 1 x89\ \ \ \ \�\ / .,( // / / // / 1 r / , HAYBALES BUTT TOGETHER (TIGHT) Y COMPACTED "I MPI III I I I, i .I FILL SECTION VIEW SEQUENCE OF INSTALLATIONHAYBALES 1. TRENCH 6' BELOW EXISTING GRADE ALONG HAYBALE/SILT FENCE ALIGNMENT. 2. PLACE AND STAKE HAYBALES AND SILT FENCE AS SHOWN.k 3. WEDGE LOOSE STRAW BETWEEN BALES PLAN VIEW 4, BACKFILL AND COMPACT EXCAVATED MATERIAL STAKED HAYBALE / SEDIMENTATION CONTROL FENCE DETAIL ►), ymffl&1y«7 \�✓ \ I 1 / J 1� / / / / ,� J I� I I � I ,4# 4 --f6-i/+�0.11 x rJ 5441 N/F N77'20 s'W J! >«^ ti ALAN L. & JUUE M. BOEGEHOLD ' \ �/ , / \� \\ \�\ 4-1,1 MAP 9 /LOT 19-3 N. S 4249•W 1 I I I I I I 40 0 20 40 80 SCALE: 1 INCH = 40 FEET a G N N a a a x F- LL 0 z W 0 V w z o- I_ U LLJ 0 Of D_ 0 0 0 N m 2 U 0 w a � II z Q F- F- W F- F- Li.1 F- 0 U) LEI or a U 0 �-- Q D_ o o Z O (/) LLI LIJ Q V) �O Z W = I-- D_ Z LL_ 0 Q p Q m LIJ Q w U o F- 0NI `00 0 a F = p n m Z ,- m m W p 0 bn nrn ommill S n-a Iba s cxox W W�wxm! ' •� 4nm Ib\ uJ - i Z vnm m ` H N s o a Y W nQN i0 z J � n ao� O m W /15 q�, _ as 2 =�o Z z W o J3N „p• � � n8a FILE#: 20430063CN CP T3. d w g SLOCUAI,S RIVER �1 _4 iIr/ 1 �c LOCUS ;�D.�s; IDARTMOUTH SITE LOCUS NOT TO SCALE d k LEGEND CB CONCRETE BOUND 16 SPOT ELEVATION v v TREE LINE WETLANDS ° WA WETLAND FLAG d 10" 0 SONOTUBE W/ 24" 0 BIG FOOT FOOTING a 6" x 6" PRESSURE TREATED COLUMN STEEL ANCHOR DECK FOOTING DETAIL NOT TO SCALE FILTER FABRIC OF COMPACTED BACKnLL o a MIRAFI 100" OR 2• SO 1" X 1• X 4• LG. OAK FILTER FABRIC OF 4 APPROVED EQUAL OAK STAKES DRIVEN FLUSH "MIRAFI 100" OR (STAPLED TO POSTS) POST W/ TOP OF HAYBALE APPROVED EQUAL (SUPPORT NET OF (2 EACH BALE) (STAPLED TO POSTS) INDUSTRIAL 1'-6• - ! POLYPROPYLENE AS HAYBALE REO'D. BY THE COMPACTED 2" SO. OAK ENGINEER) BACKFILL POST (TYP) I GRADE PITCH / ( c a DIRECTION OF n 6 I 6- FLOW -� 'I GRADE , Div/i` I ,Ilia GRADE PITCH / DIRECTION OF FLOW .. -� iv UNDISTURBED SOIL COMPACTED III BACKFILL SECTION VIEW 111 v , NO TES.-1. THE SITE IS SHOWN ON THE TOWN OF DARTMOUTH ASSESSORS MAP 9 AS LOT 19-2. THE /vF g CURRENT OWNER OF RECORD IS H. AUSTIN HOYT, AS TRUSTEE OF THE H. AUSTIN HOYT REVOCABLE TRUST. THE LOCUS DEED IS RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS / wF-a (S.D.) IN BOOK 7159, PAGE 302. \ 1 2. THE SITE IS SHOWN AS LOT 2 ON PLAN ENTITLED "APPROVAL NOT REQUIRED PLAN OF LAND IN WF--10 N/F 1 DARTMOUTH, MA", PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF 1983 BY OLDE TRUSTEES OF THE ' BOSTON LAND SURVEY CO., INC., DATED NOVEMBER 22, 1989 AND RECORDED AT THE BRISTOL GREAT NECK TRUST OF 1983 v"F-7 COUNTY REGISTRY OF DEEDS (S.D.) IN PLAN BOOK 125, PAGE 14. wF-11 MAP 9 / LOT 19-1 1 ��. 3. BUILDING ENVELOPE INFORMATION IS AS SHOWN ON PLAN ENTITLED "BUILDING ENVELOPE PLAN OF LAND IN IN DARTMOUTH, MA", PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF LIMIT OF BORDERING wF-6 1983 BY OLDE BOSTON LAND SURVEY CO., INC., DATED APRIL 26, 1990 (REV.) AND RECORDED VEGETATED WETLANDS - I \ AT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.) IN PLAN BOOK 125, PAGE 64. wF-5 1 4. THE BUILDING ENVELOPE OF THE LOCUS PARCEL IS PARTLY LOCATED IN 100-YEAR FLOOD ZONE /�� xsz yL� ` A9 (EL 13) AS DETERMINED FROM THE TOWN OF DARTMOUTH FLOOD INSURANCE RATE MAP wJF-12 4 j % �� COMMUNITY PANEL NUMBER 250051 0021 D (MAP REVISED JULY 3, 1985). x WF Y� / ly� I // \\\`\\\�\ \\\\ 1 5. TOPOGRAPHIC INFORMATION SHOWN WAS COMPILED BY PHOTOGRAMMETRIC MAPPING BY COL -EAST, WF-2 /� I I I \ \ 1 1 \• INC., FIELD SURVEY BY TIBBETTS ENGINEERING CORP. IN NOVEMBER 1994 AND SUPPLEMENTED wF �1 9,/O \ 1 i \\\\ \1 \ \\ \ \ WITH A FIELD SURVEY BY CULLINAN ENGINEERING CO., INC. PERFORMED JULY 14, 2006. x 4.6 x4.6 yfd'3// -�G/ \I 1\\ �\ 1} I}}1 11\} \I �\•�, �•� 6. ELEVATIONS ARE REFERENCED TO N.G.V.D. OF 1929. SITE BENCHMARKS SHOWN ON PLAN ARE: BM1 : SPIKE FOUND IN 20" OAK, ELEV. 43.63 x \ BM2 : SPIKE FOUND IN 24" OAK, ELEV. = 11.52 Il'I� 11 \\ \I \II, 1 7. WETLAND RESOURCE AREA SHOWN ON ABUTTING LOT 19-1 WAS TAKEN FROM A PLAN ENTITLED LOT 2 1 \\ l I I \ \ I \ IL I "SITE PLAN DRAWN FOR GEOFFREY & ELENA SANDS MAP 9; LOT 19-1 DARTMOUTH, (PLAN BK.125/P44) \ \ \ i I \\\I } I', ! MASSACHUSETTS DATED FEBRUARY 12, 2007.DRAWN BY BOUCHER & HEUREUX, INC. 8. TOP OF COASTAL BANK DELINEATED PER D.E.P. WETLANDS PROGRAM POLICY 92-1. TOTAL LOT AREA = 39.J I t ACRES I 11 I BUIL ING ENVELOPE ARE79 = 3.00t ACRES i II Y \ \ `\ 9. HOUSE CONSTRUCTION APPROVED BY THE DARTMOUTH CONSERVATION COMMISSION ON 5/2/07 / I} UNDER AN ORDER AN CONDITIONS. DEP FILE NO. 15-1960. / MAP ,9 _//LOT 19-2 RIVERFRONT AREA \ \ \ \\ \ \� DISTURBANCE 13,594 SF \ \\ \ O ��\ TOTAL RIVERFRONT N -----�-- / ---- / / --- \ E( P\ \ AREA= 164,125 SF / / \ \may o3• _ram -OAKI7 / 10. OAK 11-\ \ _ _ _ \ \ \ 20, oAK i2- oAK Jr1 oAK \ \` / \ \ \ \ \ \ / rz\ - \ OA �.� / O0 USER K \ o'A�r -- --_=\ \ \\\ \ \ \\\� y / 1z� / °� j -ra• a. �.� w,K ti \ PR! - _ \ \ \ q\ \, OAK 12- / / / OAK / �,�1'-�h �N 1 ff- \ r71LK - -'_ \ P-Roposm, OAK roAOKm� 3 =O 32 GRA r`�DQ` - BARRIER N r2 SS �7 /�°o�°K�\ -- -� '0e err L- - NF 4�� !7 OAK o 1DWWBLE 7 �l ROAD/ \ / - _(SEE DETAIL \ del I © K OAK OAK 18 DOUBLE r7 _Y a PINE \ / ro. X TI G ���10. OAK I\WEL� .. j I OAK r4- VA \OAK \ 1 \ ` - / REERVE 1 - OAK ��£\B""°\ i,z OAK / Afr 2d1°a �2 \ I _ 1 x RLIXK _ \ \ P� \ I \ - - s _ SEE TE \ \ \ \ \\ I l 1! x 2A1� \\ I, f a" \\ \\ \ P�OPO p 4 z'-OAK 1 \ \ \ \ \\ \\�\\ \ �\ z- \ 17a x / \ \ \ \ \ \ t / l \ // I ia7 I \ \ w- / / ' \ / SEP \ \ \ \ \ \\ \ I x 123 \ \ \ \ 1 1 , \ _ - I 1 / M 16" ^r'� \\ 1 1 I ��\ \ t OAK I > \\_ \\ \\ \ \ \ x / // 20� oUs \ \ \\\\ \ \ \\\ \ 2 \ \ \ 728\ \ 1 \ Op \ \�?\ \ \\ \ \ \N\\\q� \\ \\ 11 \ I I � � \ \ \ \ \\ \ \ \ _ -__-_/ / / / w� 1 \ 1 1} 11 � \ `--' / � / \ '• ''�•�•'�:::•. � \ \ \ I � \ 1 \ 1 \a x12s I \ � \ _ \ \ \ \ \ - \ \ \ � �- -- � � ' / / / i �/ //� \ / / --\ \ � \\ . a`;rE ..:..� •r:•i' !. � \ I �K xr4.1 251 x / ��/ \ \ \ \ \ \ / �/ I / / / } �i 1 I /2 \ 1 \ \ x14.r _ / / / 1 ti \ \ �♦ I \I� /M1 ,� I�I{ •I<1 I x26.a ( 1 !l / \ I li 1 \ / ► �1 -\ _ _ _ I / I 1 1 / / \ I 1 1 x17s I oA 1 I�I�OPO�Ey 1 I \ \ \ \ \ xz2z ' 111 \\ d) '-/3 I I\ 1 \ \ \-11871/// / I a =U, '7O"\ x ' y� 0 ♦! I I s z� o / / / 31- / z 1 1 1 /`/ j COn' I I I _io b��yofYwaa of I / IlIllI f j III \\ II' I(\ \ \\ ix-8.41-xrx}4 Lc.oh STAKES DRIVEN FLUSH W/ !(G/ xreB 187 TOP uF HATALSALY' RBALEDRU\ OPPOSITE DIAGONALs Ct r( vN 1 VA ry e \ - \\\_ HAYBALES BUTT I I "\ ill's, I TOGETHER (TIGHT) i ` - - �t6i / • \•. I ope N»Sagl / / / / / , a� �f \ \/WALk- o N/F 20'W 45• ALAN L. & JULIE M. BOEGEHOLD : ; ,p`b.y5 \ \__/ / ,krp.�// / � � ` � \ I •I I III i 1 MAP 9 / LOT 19-3 I 40 0 20 40 80 ry\ I / �' / C8 r42 49"w 1 I I I SEQUENCE OF INSTALLATION.: 0 I (F�a% I I I! I 1. TRENCH 6" BELOW EXISTING GRADE ALONG HAYBALE/SILT FENCE ALIGNMENT. I I HAYBALEs . \ \ U\_ 21�� �% \x2 3 \ \, I' I fi II DISTURIVERBANCE AREA 4 SF 4. 1 BANCE 2,44 2. PLACE AND STAKE HAYBALES AND SILT FENCE AS SHOWN. 3. WEDGE LOOSE STRAW BETWEEN BALES PLAN VIEW SCALE: 1 INCH = 40 FEET �- \ bl o m q I ^_ p2 I i I TOTAL RIVERFRONT AREA= 4. BACKFILL AND COMPACT EXCAVATED MATERIAL _ N78� 4"E 1 \lpN\l \'l\164,125 SF N89.29'46'E PE -O STAKED HAYBALE Z SEDIMENTATION CONTROL FENCE DETAIL 211.76• BUILDING ENVE� oo?s� i1� `\ 1 1 TOTAL RIVERFRONT6, AREA NOT TO SCALE\OR 9 R8�NCE= 16,038 SF I z 0 F- D_ U N w Z O 5 w w 0 z 0 0 0 O I J ON I r0 0 0 0 r7 0 0 N of w m z rl 0 0 N N N w 0 z v w w F- Q J 0 Q (10 V) LL I _ 0Ljj 0 Q O= J m0 elf U �- 0j Z i- 0 (Q V) 0 `` w LLj � Q t F- a0 z w= ♦- az LL '4p Q m� W Q w U o F- 'JN b w W W .off p NOS � mnn �NbP I m r < nrn 25 W ¢ b I m W -\ N p�� WY' W NQN , moos z ao�.i s0J C f o i •w Q 0aJ m W W QIW J7 Z�QQ 1 •L �Z3WZW Z Q. W ¢OO ism .' m3tt m QU_ FIL E #: 2043006 3 N 011. d w g SLOCUMIS RIVER LOCUS i rn�'�s DARTMOUTH SITE LOCUS NOT TO SCALE c� L ]C m a a LEGEND CB CONCRETE BOUND 12 SPOT ELEVATION TREE LINE - WETLANDS W ° 1 WETLAND FLAG 6" x 6" PRESSURE TREATED COLUMN STEEL ANCHOR 10" 0 SONOTUBE ° W/ 24" 0 BIG FOOT °d z FOOTING ° o ° d ° ° ° ° ° d ° ° DECK FOOTING DETAIL NOT TO SCALE FILTER FABRIC OF COMPACTED BACKFILL 'MIRAR 100' OR 2' SO. 1' X 1' X 4' LG. OAK FILTER FABRIC OF APPROVED EQUAL OAK STAKES DRIVEN FLUSH MIRAFI 100' OR (STAPLED TO POSTS) POST W/ TOP OF HAYBALE APPROVED EQUAL - (SUPPORT NET OF �(2 EACH BALE) (STAPLED TO POSTS) INDUSTRIAL i'-6' POLYPROPYLENE AS HAYBALE REQ'D. BY THE COMPACTED 2' SO. OAK ENGINEER) SACKFILL POST (TYP) GRADE PITCH DIRECTION OF n 6• I� 6 I FLOW --+- GRADE GRADE PITCH / ���..��, io.: /i - ��� a�, i;� iT�� DIRECTION OF FLOW 0 6. -� UNDISTURBED SOIL COMPACTED BACKFILL \ NO TES: � 11 1. THE SITE IS SHOWN ON THE TOWN OF DARTMOUTH ASSESSORS MAP 9 AS LOT 19-2. THE /wF_9 \ CURRENT OWNER OF RECORD IS H. AUSTIN HOYT, AS TRUSTEE OF THE H. AUSTIN HOYT REVOCABLE TRUST. THE LOCUS DEED IS RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS - l WF (S.D.) IN BOOK 7159, PAGE 302. l 2. THE SITE IS SHOWN AS LOT 2 ON PLAN ENTITLED "APPROVAL NOT REQUIRED PLAN OF LAND IN -�D °1,. N/F , , DARTMOUTH. MA", PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF 1983 BY OLDE TRUSTEES OF THE ` BOSTON LAND SURVEY CO., INC., DATED NOVEMBER 22, 1989 AND RECORDED AT THE BRISTOL GREAT NECK TRUST OF 1983 wF- I \\ COUNTY REGISTRY OF DEEDS (S.D.) IN PLAN BOOK 125, PAGE 14. MAP 9 / LOT 19-1 1 \\ 3. BUILDING ENVELOPE INFORMATION IS AS SHOWN ON PLAN ENTITLED "BUILDING ENVELOPE PLAN OF 1 LAND IN IN DARTMOUTH, MA', PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF EGETATT ED WETLANDS LIMIT BORDERING ,i IF-6 \\ 1983 BY OLDE BOSTON LAND SURVEY CO., INC., DATED APRIL 26, 1990 (REV.) AND RECORDED / VAT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.) IN PLAN BOOK 125, PAGE 64. WF-5 4. THE BUILDING ENVELOPE OF THE LOCUS PARCEL IS PARTLY LOCATED IN 100-YEAR FLOOD ZONE I' ,// / x52 y�i11 A9 (EL 13) AS DETERMINED FROM THE TOWN OF DARTMOUTH FLOOD INSURANCE RATE MAP L1WF-12 /' / 6`o7y ` \ COMMUNITY PANEL NUMBER 250051 0021 D (MAP REVISED JULY 3, 1985). 4.3 0 " WF-g/�/ / I / \ \ \\\ \ \ \1 \ 1 5. TOPOGRAPHIC INFORMATION SHOWN WAS COMPILED BY PHOTOGRAMMETRIC MAPPING BY COL -EAST WF-1 wF-2 / q I II I \ }\ `\\ \ \ 1 INC., FIELD SURVEY BY TIBBETTS ENGINEERING CORP. IN NOVEMBER 1994 AND SUPPLEMENTED WITH A FIELD SURVEY BY CULLINAN ENGINEERING CO., INC. PERFORMED JULY 14, 2006. x4•s xta �o�G/ 11 1\ \\ }Ili}}� }II\I 6. ELEVATIONS ARE REFERENCED TO N.G.V.D. OF 1929. SITE BENCHMARKS SHOWN ON PLAN ARE: .3 BM1 SPIKE FOUND IN 20" OAK, ELEV. -43.63 BM2 : SPIKE FOUND IN 24" OAK, ELEV. = 11.52 7. WETLAND RESOURCE AREA SHOWN ON ABUTTING LOT 19-1--WAS TAKEN FROM A PLAN ENTITLED LOT 2 II \\ 1 1 1 \ 1 1 ' "SITE PLAN DRAWN FOR GEOFFREY & ELENA SANDS MAP 9; LOT 19-1 DARTMOUTH, / \ I I \\ 11 I } y I I MASSACHUSETTS DATED FEBf'.:.',:Y 12, 2007.DRAWN BY BOUCHER & HEUREUX, INC. (PLAN BK.125/P464) \ I I } II 1 \11 11 I 8. TOP OF COASTAL BANK DELINEATED PER D.E.P. WETLANDS PROGRAM POLICY 92-1. TOTAL LOT AREA = 39A1 t ACRES ll I BUIL ING ENVELOPE AREA = 3.00f ACRES / I II \ R1 9. HOUSE CONSTRUCTION APPROVED BY THE DARTMOUTH CONSERVATION COMMISSION ON 5/2/07 UNDER AN ORDER AN CONDITIONS. DEP FILE NO. 15-1960. -- MAP-,9 _1,,-COT 19-2 / I'AI/ \ RIVERFRONT AREA D STURBANCE 13,594 SF / \ \ \ ENS TOTAL RIVERFRONT p! \ VE�OP\ s `\ AREA= 164,125 SF414 l SN _!T/OAK /r0/- OAK G�kr' as / rs' a. `>• - our _� \ \ � 12- ' / / / / C21K / �' 7 � 7+' ' 14 i�-'� \ - •' ` Pp piY1l\ \ \ avc ra. J� "�'�' 4' \�� `L ' - SILTATION \ \ aUr x N 3aox 1 - / BARRIER 1 \\ ppd7 � 41 r4' 27 CV re. ( 1?� GRAVEL ROAD ' MLk OAK - _ _ - r°°aerr iO4K w DOUBLE 'AK p ' - LSEE DETAIL \(F N pffic To- ERI WELT G 18' \ \ / 1�\ 1 I I OAK \ OAK \ / OAK �" q,K OAK / raAx Gym\ \ ( \ 1 \\ / xP R _ e SEE TE x 2a7 \\ 1 H \ \\ P4OPO SEP7�{. 24� - OAK n.3x J / x \� \ \ \ l \ 1 217 I \ \ / I / / ` M �� , \ \ \\ \ \ \\\25,1 \ \ zJo _-- / // i20`\No\4y1��1�1 I I / l I ! / / I \ 1• \\ \\ \� \ C'� .l \ !y \\\\\\ �; \\ \ l 2, 1OAK x ris BMX\ 12'It I 1 \ \ \ \ \\ xr4.rI- 11 \ \ xzsr X141 2 2s9 1 ( / / �\ 1 �,} \ \ 1 00� I I \ � _ / 1 I / / \ 1 I \ \ \ • / / I I �`I 6 � $ I� �.i 1 \\ \ \ _-------- \ / I / l I // r'w�oPojIII \ xr>4 \ I \- ( ---� / I �/ I I LL �I� I I \ 1 \\ zo' lI\"/ /1ti I 1 1 1 x222-\ fo\ OAK L,I STAKES x r DRI N x I I I \ \ \1 / /// / i , }I } l % as al TOPOF DRIVEN FL w/ I 1 I xfas \\ \ _ \ - \l raj / I I 1 11 1 1 \\// 1/ TOP OF HAYBALE (2EA EACH BALE DRIVEN AT SIGHTLY \ 1 I \ I \� r �-' - - - \ \ I I } `� \ \ \ \ \ \ \ I P ER OPPOSITE gAGONALS)1 1 I \ \ I / I \ a \ \ \ \ j �HAYBALES BUTT I \- -•-� \ } I ! ' I I ! / ! AGE ::: I 1 I TOGETHER (TIGHT) / - _ _ _ ,1e� / . \ �.':.•: :• :: :.:.. �:f �:::::� I I N775`�WWAU(- I. c N /F �O'45' I I ALAN L. & JULIE M. BOEGEHOLD y� MAP 9 / LOT 19-3 / \ �\ / \\ \ /� I SECTION VIEW / \ \\ \ �} ►' 40 0 20 40 80\9L42 49'w 1 I 1 SEQUENCE OF INSTALLATION : o :. I',I, r , \ 11 I I 1. TRENCH 6" BELOW EXISTING GRADE ALONG HAYSALE/SILT FENCE ALIGNMENT. Y HAYBALES \ \ �.. / 21 \ I 1 \ I RIVERFRONT AREA 2. PLACE AND STAKE HAYBALES AND SILT FENCE AS SHOWN. \ s� I ' I DISTURBANCE 2,444 SF 3. WEDGE LOOSE STRAW BETWEEN BALES PLAN VIEW SCALE: 1 INCH = 40 FEET 4J mI o i TOTAL RIVERFRONT AREA= 4. BACKFlLL AND COMPACT EXCAVATED MATERIAL _ ��� \9�� \ \ 1 111\ I ' } 164,125 SF N8211.7 ' BUILDING 04E �$ F I\� \I STAKED HAYBALE /SEDIMENTATION CONTROL FENCE DETAIL � z,,.�s' _�'� ENVEt �'\ � I 1 \ TOTAL RIVERFRONT AREA NOT TO SCALE I i 1 1 \\DDIRS 9 RBBANCE= 16,038 SF c} z 0 D_ 0 U (/1 w z O w O` 0 z 0 0 O I J N I M 0 0 r7 0 0 N (i- w m z 0 U 0 a I- 0 0 N N N z o Q a_ V I I-- V) V1I J F_ C,LdLjj (LJ ~ Q C = J Q oc� 0 C) �-< 0 Z tJ3 0 it w Q w (- E } a0_ Z r Lq x LLJ D- z LL_ O Q 0 0 mM Ld < 2 LEI U o JN m f O q f m m ON�p U FAm\ < � o00 ¢m W m oai 6 � nip „m s ooa Y W �<N J c � �..zd , moos z a� �m� p m J>Y O m Q �a,Jyy <FW W • '% zzw 02W Q W �Z17i � CINY� FILE#: 20430063NOI t.dwq