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64-413 - THORNDIKE STREET - CONSERVATION COMMISSION DEP 64-A13 - - - -- Pans i \ LEGEND TO SEWER SCHEMATIC LEGEND TO DRAIN SCHEMATIC a \\\ catchbasin a -rim elevation 9.38', { 3 v l a \\ smh a -rim elevation 11.03' I j ���a \ \\ invert to trough elevation 5.37' invert to 12" rcp out elevation 6.08' a L° - \\ smh b -rim 12.04', trough inv. 4.74' catchbasin b -rim 8.67', inv. 12" pvc out 5.67' f m o ° A ✓ '1 n o / ,/ smh c -rim 9.96', trough inv. 4.36' ' ! ' / 9 dmh -rim 9.61 12" rcp in c -invert 5.71' SEAWALL \ smh d -rim 10.34', trough inv. 3.64 12" vc in d -invert 5.71' v v 22" trou h e -invert 4.35' �1 rij J j APPROXIMATE FLOOD ' g i rf" ✓ smh e -rim 12.18 , trough inv. 2.43 / �� HAZARD BOUNDARY •"'®"~^ �� \ \\ g " Yf C / j' ZONE A2 S° , \\ dmh f -rim 11.21 , 22 trough invert 3.91' F (ELEVATION 10) s \ smh f -rim 12.19 , trough inv. 2.24 APPROXIMATE , p / / - \\ dmh -rim 12.20' MEAN t ; (/� / i, 9 a� \ \\ 22" trough g -invert 3.6' HlGH WATER �f' :i / // GARAGE �s \ w s \\\ \ 30' rcp out h -invert 3.3 LINE / f8 _' S62'� - \ e w°B sewe \\ ° dmh -rim 12.18' � , � i. / �� SOS B16 - f #19 6jr; f'°'° \\ 12" metal in j -invert 8.73' �u >y. F "WAM SEMONS s� w s \ 12" metal in k -invert 8.61' 15" rcp out L -invert 8.38' IN, __ '4 — s \\ 15" rcp outpipe m -invert 5.26' co 19 - ,� l r �1I =1I1=1 #17 � \ 11 III—III=1 30" rcp outpipe n MURTAUGH -invert 3.14' approximate h o, m II1=1I1=1I ! PARTRICK #15 Nw PP / III—III w S \\ f = location of ( I— «.�, barn as shown on the Sanborn - MICHAEL o MICHAEL & \ \\ map of 1970 J Ssg•\ KATHLEEN COCOZELLA `�•� q ��` y! >/ / Q X LCL` L 3 C ((C�/ \vk 1' / F _ p� 1 \ `\ �r, verne�l' b C T�J t "moo \\ 100 INNER S o, I III �, w \ r � \ r _ o .-r" RIVERFRONT Q2/ r��' 1 opbyaos a 6ps4\ ZONE \_ m t - Ss�o\ �� oo/ It1=III=III=III=11 12" �1`9" Qf 'Q 6o e (D• ! III- III—III III—III I I E911511=1 I I— r I I i_111 I I 1111 III=1 I=1 / S / Nw 12• s,QV }� 1 It, \\ a ( / v 0 `\ COMMON LTH OF W �❑ _ _ / / \ Rs / n MASSACHUSETTS S� ALFRED � •/ �= � �1S__,..c . •y / t\ \�\ \�- / Q FALKOWSKI / BRICK GARAGE / j — // k1s. Il paved w \ LEGEND tlriveway / 00� #14 1/2 z ;st/z ��� / ^ °�3 �\ Os SEWER MANHOLE u a\ #20 3 Ery ' + / OJ��. / z� a°o ry w\ \\ ® DRAIN MANHOLE 00� ARA = 36,331 t S.F. / �° � �, . ® DRAIN CATCHBASIN. 1s^ MICHAEL. & \ / 24" >g92"by - - / PAULA ROCCA / UTILITY POLE p \ D4 WATER GATE #16 MARIA AUX EDWARD & DEBRA O'BRIE:N Pq�/ \ GAS GATE PETER & / 'I BARBARA PLECINOGA �� / 0�� � �3 S — SEWER LINES 3 D — DRAIN LINES 143 ° 2 / 1 0 00=11 JOHN DUMAS G — GAS LINES °0� w Hw O.re s s \ £ c °' =P —W— WATER LINES ' HYDRANT VL v \� 12 0%' �"� X CHAIN LINK FENCE # =N/ /�/ y ! Q MARGARET & 12" 3 / RICHARD SMITH 89 = #20 ° WOOD FENCE 20 /41 —OHW OVERHEAD WIRES ° c' O A o 11— 2 / Cj — E UNDERGROUND ELECTRIC Q' 9r w' "rn�r y RICHARD & GAIL DAMS I � �� AREAS OF DEBRIS yc w 2s ( # / NOTES: w 6�S '00 / RIP-RAP COVERED SLOPE \\o � �O 1. DEED REFERENCE FOR LOCUS IS RECORD BOOK 16593 PAGE 289. \ w �� W #6 / 1z DECIDUOUS TREES, WITH LISTED CALIPER 2. THIS PLAN IS THE RESULT OF AN INSTRUMENT SURVEY. \ #22 / 3. ZONING DISTRICT IS TWO FAMILY RESIDENTIAL I(R2). \ O d +11.57 SPOT ELEVATIONS 4. CONTOUR INTERVAL IS ONE FOOT. \ S ee\ `°^o-e / FLAGS MARKING TOP OF COASTAL BANK 5. ELEVATIONS ARE BASED ON NGVD OF 1929 DATUM. I c 4 °/� THERESA ENGDAHL / 6. TOP OF COASTAL BANK FLAGGED BY GULF OF MAINE RESEARCH CENTER, INC. o rno� zz. c 7. UNDERGROUND UTILITIES ARE SHOWN BASED ON FIELD LOCATIONS OF SURFACE INDICATIONS f� AND PLANS OF OPERATING AUTHORITIES. THE UTILITES AS SHOWN ON THIS PLAN °' ° \\ THORNDIKE PLACE / V SHOULD BE CONSIDERED DIAGRAMMATIC ONLY. DIG SAFE AGENCY SHOULD BE NOTIFIED TO l°"rn°r o ���?. o b CONDOMINIUM / Q DEMARCATE UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION OR e� \ EXCAVATION. w \\ #2 M / SITE PLAN OF LAND ° THORNDIKE STREET & HUBON STREET c \\\ ° s \ / SALEM \ / '\pN Of M4 8 S4 GRAPHIC SCALE ° \\c \ a / oa'�'� GAIL csos PREPARED FOR za a 10 20 .a so S i o SMITH �y DEIULIS BROTHERS CONSTRUCTION CO. INC. SCALE 1 = 20 APRIL 12, 2006 \\ rnOj'�° j fSSyO/y '� IN FEETd q 0 f NORTH SHORE SURVEY CORPORATION it I ( ) \\ °°ro • 1 inch = 20 14 BROWN STREET, SALEM, MA \c \�w a 978-744-4800 \ / #2312 LEGEND TO SEWER SCHEMATIC •. �(./Jf��! . D a ° Jam' LEGEND TO DRAIN SCHEMATIC a o o °1' r ate, oc a smh a -rim elevation 111.03', catchbasin a -r m elevation 9,38', e t 12 rcp out elevation 6.08 ell invert to trou h elevation 5.37' " I Q v� " t4.74' " i� ' m' smh b -rim 12.04 , trough inv. ° 9catchbasin b -nm 8.67 , Inv. 12 pvc out 5.6T smh c -rim 9.96', trough inv. 4.36' dmh -rim 9.61' • /'y' 12 rcp in c -invert 5.71' .>- _� SEAWALL i smh d -rim 10.34', trough inv. 3.64 12" pvc in d -invert 5.71' a ��'�' DRILL S l f,/ r APPROXIMATE FLOOD �'+ 22" trough a -invert 4.35' jlit. V HOLE s/ " HAZARD BOUNDARY �\ 3 smh e -rim 12.18', trough Inv. 2.43 U SET / � IN ZONE A2 s° - dmh f -rim 11.21', 22" trough invert 3.91' Q u� (ELEVATION 10) s smh f rim 12.19 , trough inv. 2.24' / : \ dmh -rim 12.20' APPROXIMATE r I �� SONE 22" trough g -invert 3.6' MEAN �3 "J / 9'a HIGHX GARAGE w s 30" rcp out In -invert 3.3' l ti /LINE \ _ WATER :' / ,�' � l / 2� Ss?•\ i 764 #19 � '. °•°°„ o , (ELEV. 4.4') / S 6 f e, a� / dmh -rim in j -invert 28.73 r WILLIAM SEMONS =;'. w s 12" metal in k -invert 8.61' / .•...` � j �o L_L TP- D g6�0 4 15" rcp out L -invert 8.38' PROPOSED EXCAVATION LEGEND , . !7 ' 01p h1042 `L "L� s 15 rcpout i e m -invert 5.26' � pproximatelocat # P P bamion snown _ `�� 30" rcp outpipe n -invert 3.14' PARIRICK #15 w EXCAVATE 2.5 FEET AND BACKFILL WITH On the Sanborn - - w s map Or 1970 MURTAUGH DRILL CLEAN FILL TO EXISTING ELEVATIONS HOLE SET \ ~+ r r� O yrt0.e7 SS MICHAEL & . a % •'�'. .. 1.. mw101 J 9•\ - KATHLEEN m IRON 3V w Q ,,::.' �. �� y�� '•. / '.t .i" Q L� 4 . = COCOZELLA � •� r o EXCAVATE 2.5 FEET AND BACKFILL ONLY tt 14 t� ROD S7. �F - �� �., b ° ALONG PROPERTY LINES AT 2:1 SLOPE J � Q u - 100 INNER t b,oa2 k A ' ho LLL ��L, RIVERFRONT 0 ^"� o Ss� S f ° e... i• � ' DRILL o /S�1p b1 041 CZt I,a. tv / �- \ /O� 3 OSOse 12 z\/ , h �o' of HOLE O .0 '4B' 11.33 m� x - S �2ry �� F N V[� ° `• CRUSED STONE - TIRE WASHING PAD €� moss brFa9e / \�8 h, i'p �� �^ .D Q `� SET © ` • w \�tp CLEAN SOIL STOCKPILE LOCATION i� --,c O „� O ,z o T IRON ,Y'•!.. •:i•'.•.', ,e 3 d� O 7P •' ;" ROD 11.66 ro hoz, \ e t COMMON LTH OF �O ° E / u MASSACOH SETTS SETO \_„\ / ^iF f \ Fr ST °9e orpOyPmB HAYBALES ALFRED w IRON \\ / FALK( I ROD SFT &N/1 / / 11 1 ,052 P w F a 1(; \ �\ � a 7 oo IRON ° z pROD SET / \ LEGEND o � / IRON � ! <4• �IP D1012 paved D � � \ e 05 #14 1/2o°� a.�°.°r \ ® SEWER MANHOLE T p #20 J_It% 3'a IP b1051 OJ / \ oo'�yti/ \\ © DRAIN MANHOLE AREA = 6,331 f S.F. /�ti� e \ e DRAIN CATCHBASIN MICHAEL & IRON .,o !,�9g. rY y PAULA ROCCA ��. Ca., UTILITY POLE RODff wv I t• D SET /� / \ SET D4 WATER GATE ` 9 'r° / `�2 = #16 MARIA AUX EDWARD & DEBRA O'BIRIEN / , 6'V / \ ' ROD w D4 GAS GATE IRON o PETER & SET y #18 \ �\S ROD SET BARBARA PLECINOGA r \ 3 > , S - SEWER LINES M om -D - DRAIN LINES CO W Y°°'re r JOHN DUMAS -G - GAS LINES e #14 tl- S a C f£ °. 0 4t� ROD SET RON -W- WATER LINES HYDRANT 14 NOTES: L DEED REFERENCE FOR LOCUS IS RECORD BOOK 16593 PAGE 289. a w #112 "�� �� I MARGARET x CHAIN LINK FENCE ��r°o, ° _ `' RICHARD SMITH :O #20 2. THIS PLAN IS THE RESULT OF AN INSTRUMENT SURVEY. _£ ° w o3 4's (9 \ ° WOOD, FENCE 3. ZONING DISTRICT IS TWO FAMILY RESIDENTIAL (R2). \ -OHW OVERHEAD WIRES IRON E 4. CONTOUR INTERVAL IS ONE FOOT. \ , °°° ROD r�`V UNDERGROUND ELECTRIC ° r, SET y 5. ELEVATIONS ARE BASED ON NGVD OF 1929 DATUM. X16 0 8 RICHARD !Sc GAIL DAMS ^ +, '� RIP-RAP COVERED SLOPE o # 6. TOP OF COASTAL BANK FLAGGED BY GULF OF MAINE RESEARCH CENTER, INC. \\ O�/1 , s0. O' IRON CUT SPIKE SET 52 ` ROD IN BASE OF TREE +11.57 SPOT ELEVATIONS 7. UNDERGROUND UTILITIES ARE SHOWN BASED ON FIELD LOCATIONS OF SURFACE INDICATIONS °Of K SET AND PLANS OF OPERATING AUTHORITIES. THE U11LITES AS SHOWN ON THIS PLAN ° + �r\\ w W #6 FLAGS MARKING TOP OF COASTAL BANK SHOULD BE CONSIDERED DIAGRAMMATIC ONLY. DIG SAFE AGENCY SHOULD BE NOTIFIED TO ° DEMARCATE UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION OR ° #22 EXCAVATION. d � ° 9°°;,° ® MONITORING WELL, WITH SPOT ELEVATION ''r° TEST PIT, WITH SPOTSHOT ELEVATION THERESA ENGDAHL PROPOSED EXCAVATION SEQUENCE (as provided by Gulf of Maine Research Center, Inc.) ?°•�° ° ` ^o� 18 THORNDIKE STREET, SALEM r+, . ° ? • ° \ 4 . z\ , _ �V 1. Install hay bales along top of Coastal Bank. b THORNDIKE PLACE or ° 11. o CONDOMINIUM 2. Install crushed stone tire cleaning pad at site entrance gate. °� �� c 3. Remove surface debris, brick garage, and trees from site. ` 0 ° \ #2 d ° 4. Stockpile clean fill for backfilling. G ° \� \h PROPOSED CONDITIONS PLAN 5. Begin "load & go" excavation in area closest to Coastal Bank,. Excavate to 2.5 feet below existing grade. Backfill with clean fill to existing elevations as soon as practicable. o ° ° E10'A OF A14SS THORNDIKE STREET & HUBON STREET 2� 9�6 GAIL 6. Continue "load & go" excavation operation across remainder of the site. Excavate to 2.5 feet beim L �� SALEM existing grade. Backfill with clean fill along property lines only, creating a 2:1 slope along the proper•y \ ° \ L GRAPHIC SCALE No 35043 y lines. 20 0 ,o m 4o e0 ° PREPARED FOR 7. Remove crushed stone tire washing pad and soil under it in last load(s). \\ s• \ NA LAND5� DEIUUS BROTHERS CONSTRUCTION CO. INC. o ° °r°r �° w \\ ° SCALE 1" = 20' JULY 27, 2006 8. Loam and seed backfill areas with an erosion control gross seed mix. ( IN FEET °//0 i 20 ft l/ NORTH SHORE SURVEY CORPORATION 1 Inch °0r' 1 °An /LV , ✓/ 14 BROWN STREET SALEM, MA \ 978-744-4800 #2312 I ---- - -- - - ----