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72 FLINT STREET - ZONING {1�D e c is�c + 1 i f l CtV of ��atr tt, p nss trhugC4.i V F D s viPlara One �ttlem Breen '85 MAY 14 P2 :59 CITY CLERK'S OFFICE SALEh MASS DECISION May 6, 1985 SPECIAL PERMIT WETLANDS AND FLOOD HAZARD DISTRICT i Salem Suede, Inc. 72 Flint Street Salem, MA. 01970 On Thursday, May 2, 1985, the Planning Board of the City of Salem held a public hearing regarding the application of Salem Suede, Inc. , 72 Flint Street, for a Special Permit under Section P, Wetlands and Flood Hazard Districts, of the Salem Zoning Ordinance, with respect to the proposed construction of a sewage pre—treatment facility on their property at 72 Flint Street,which is within a wetlands/flood hazard district. At a regularly scheduled meeting of the Planning Board on May 2, 1985, the Board voted, by a vote of seven in favor, none opposed, to approve the application as complying with the requirements for the issuance of the permit with the following conditions: 1 . Work shall conform to plans entitled, "Site Plan, Salem Suede, Inc. , Sheets 1 — 4, dated May, 1984, prepared by Paul F. Mulloney, P. E. ,SP Engineering, Inc. Work shall further conform to all conditions set forth in an Order of Conditions approved by the Salem Conservation Commission, dated April 25, 1985. 2. This order does not grant any property rights or exclusive privileges; it does not authorize any injury to private/public property or any invasion of public/private rights. 1 hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. This Special Permit shall not take effect until a copy of the decision bearing the certification of the City Clerk that twenty days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner' s certificate of title. The fee for recording or registering shall be paid by the owner or applicant. W w&,,,s� 'moo �► d ' Walter B. Power, III � Chairman MEL— It � M so N o� S TR ."- - - e . ....... ._._.... T_ I 1 FINISHING 7 1 Extend Trench to' 4l RIGH T Receive Wastewatter � � / from Finish Area OFFICE Plug t t co I - Phug I r I 6" Domestic waste L / only f 0 Exttend Trench for Co)1or Area R / Wcastewater I Transformers TOOL STORAGE I � � "gid 0 --- ROOM ' M-1 A rim 14.5 Screen pit Invert 9.9 --Q Meter — _ .-- _ WGA a -- Existing Line to be 91� 11X ►�T` 05)'0 (5875 Dump pit Removed Cr D �• - 14000) E —f Z �, ente wall to Extend 11 OlTallow Boilers I \� t H STG Existing Mt E 1- \ Pop. f �I I I Cr f rSE T HIDE rim 13.1 \ ull Height 1 1200 �" Y r E I invert 7.45 \ gas Pump Pit II 01 r tanks I t __0��1 R M-D- rr 13. 10 g -t�-W a I I 13.1 1 Invert 6.7 -- --�_ -----e- - - - -- -r-H-f -� - 1-Row Wastewater Transfer Pump - — Mi B rim 13.4 I ,.- Invert 6.9 - Poleume,' 0 1 Caustic Tanks 9 Pump(exist.) IO Abandon �� 18" I "_ �— 1 ,..r.. .. ,..w....,i.► �1 TAN ca ►�t at D,e s t 1 1 MI I S.E.S.D. 1971 Treatment Tank - 1 Ibox I I O 1 R i rr 12 1 (new) I 1 O Q Invert 6.0/1.2 O Bridge Sludge 1i 5tf ! Moving I 1 T1�It�t,(now Removal 1 RE 't JArt DESCRIPTION MixingChamber -- � n n n SALEM SUEDE , I NC. Force Main �_�`-- -- SALEM , MASSACHUSETTS t f Jv �vER CANAL ( tidal ) ItO±-'OF'• `''`•.e SITE PLAN N0 RTH Scale I " = 30 ' "x.• . ENGINEERING • TECHNOLOGY i 29 Congress Street • Salem, MA 01970 • Telephone (617) 745-4560 MASS PE. STAMP Dawn "" Jo -hn Dick (Checked " D. Bramley Dw'yN, IN PROCESS D°'P M a 1984 prc!ec'No — ----0135 I Of 4 i i 14.0 C 0 \ H C' I 145 i X132 013.4 Proposed EI. 14.0 r ui L_- 18 Z 012.1 i II i —12 — C g N A L 1 .41 R T H RIVE R J v M.H.W. 9.0 t EV. DATE DESCRIPTION BY SITE PLAN SALEM SUEDE , INC . c a l e : I " = 20 ' --- - ------- $®,rPAtlL TOPOGRAPHICAL SITE PLAN S F. e 14;LLONEY ' .4515 A � Q i, j '�aa�ro� ��oo••`• J ENGINEERING • TECHNOLOGY ); .29 Congress Street * Salem, NIA 01970 • Telephone: (617) 745-4569 +� MASS PE. STAMP DESIGN BY DRAWN BY CHECKED BY DATE 1PROJECT NO I SHEET NO. 1 IN PROCESS PFM JK PFM 4/8510135 I A w 20�O 20� O ,20 -0 5 TEE L WE/R' TROUC;1-1 42 DEEP. BOLT TO TANK W,4ZL- FRO!//DE �kl,,c 'T/CAL 51-0T5A < 5EE DET,,4/L FO/? ADJUSTMENT OUTL//VE OF' FOOT/NCj 4 x 4 x Ile,-- I'FA/L , "01-INT ON TANK 1rt/AL L ON 5//FE T 4 8 -- - - -- - - - - -- -- - - Fill (`/ PLACES) - - - - - - ELEV. 20. 0 (P /2"O,C.2!6�� N°q ;CD /0"O. C. OTiPO'LLEY q/_4�' !--3`-°" 3'-ow 5.=.�" SL UD E '�/ E 2'oh 24" /Z7 ,Z4" FLOOR E1_EVAT/O/V /©.O = O C Al I HOSE SUPPORT 4 F � E M N 2'd' i FiPOM MIX/NO ClIAMBER WALL. 0 =N /,2CO " MO!//Nl, BRIDGE SLUID�E �PEMOY�IL SYSTEiI�I _ - --- -- /NCLUDE5 5LU49hE PUMP BIND DOGVA/COMElf, 2-� . ° 'In _"- X e _ - � FOrP 5L11oh,E �PE�1�IOY,gI, ;4/VD SCUM SKIMME�P SETTLING TANK 20 - M,x R 3 N ' T�POUI,'H .4N0 SCUM REMOI/.9L 5Y57,Z-M,FDP N 5L/�PF.9CE SK/N1Ntl�V� 015�1/A�GE <oEs ro 2'0" 6'-0 I' PH Probe Location 5LU06E 57-0/fWIE T,4Ne-,5' L//1//T T0,6E P�I,EE;KED MIXING CHAMBER -_ 4'x4'x ' "1t No 6 @ 6 O.C. 10 PvC Q AT OTyE�EiUD of THINK. "ATER 5URF�CE EZEVATio�V /9.5 , d g 2° g /2, St-"AB PH Monitoring S1a•4ion � SLUP�W 1FEM01/,9L 25R/0.��E OSP/1/EN DY R"5C/PiPOc'4T/N(�; G90L E I�I�LIM _ _ __ _ _ _ _ EL EV /O.O' 'o TOP OF W,4LL EL FVAT/ON 20.5' — — — — — — — — - - - -- 4,X 4-•X I/,t,.� RA/L, MOUNT OA/ TANK WALL 5110-AVIV 01V A 5. 1E'E 7- PLAN PLAN VIEW S ECTIION B — B SCALE 1/4=1-0 3/8 "= ['-0" 8" 7'- 4" - to -- -- 52 -O" --- - ----- - - - -- ----•- /o NEW 3"PARSHAL L - ti/8 � 4" FORCE "AIN FLUME \A,-iFF FROM M IX1Nq C144M0E11F /8 STEEL .BAFFLEWATER SURFACE ELEV,4T/0/ 1 /8.5' - - ELEV. 20.0' c' Q- - --- ---- N \_//VZ/'e C,PEsT 1,91-25 MIXING CHAMBER r�iP,4DE l2 -/2.12 EFFLUE/VT WElle T/FOU!�N. P�POI//DE 3 2ON� MIXER 1 E"LEV. 1-4.-o"± BOL T 5L OTS TO PERM/T VV?T/CAL 49c.-IU5T MENT 6"D/A PVC PIPE °' W CAST INTO WALL--_ - o EL E V4 TION /O. O' 6 PLACES - z�a — WATE,P.5TOP(T1 IC,4L) 210" INY.. 7.60 ELEV- /o.0' /-o SLAB ELEv 9.0' `.d-147 M/N/ML:/M /,Z"OF C0"PW TEO .r STEEL REINFORCEMENT FOR SLAB 5ELEC77RAVEL 0EN,CAT9 SLAB AND EXTERIOR WALLS SHOWN ON SHEET 4 LONGITUDINAL VIE r V1/ REV. DATE DESCRIPTION BY SCALE 1/4�= 1-0SALEM SUEDE INC. Flame s .Ze 3" - Parshall Flume Top of slab elev. SALEM, MASSACHUSETTS . A 17. 20 A B 1720 B o SETTLING TANK C 17.05 _ E D 17.00 _ ' E 17.00 t � r I ENGINEERING • TECHNOLOGY FLU ME DE TAI L -'29 Congress Street • Salem, MA 01970 • Telephone: (617) 745-4560 NOT TO SCALE MASS PE. STAMP °ra"'"by E. ALLISON ' cnecke° °Y D BRAMLEY 0"''9"°• _t IN PROCESS o°re MAY 1984 P►°IQ°, "o. 0135 Of 4 , - -- - ----- y f • Cf/EM/CAL FEED ,�3U/LD/NG SEE PLAN BELO!%1/ TO PUNP P/ B FOR CONTINUAT/ON • 5. P/P/NG i i 5EE 5/TE PLAN 5C11Z1WMW4TIC Tf!/ LJ TOP OF NXZ,L \ 6"PVC C,45T INTO /N,QLL I ELEV 23=0/' 6-:5Z UOl?E I M INVZ-RT CZ 1E z0.5. P/PE NOT " E= /I/Z'//f D•P.9Gt/OFF TO h,9J/E 3"LON( (TypjC,L) TO .BE FLU3f! WfFACE OF!t/,QLLS. J-2501- T5' ON T010 Or�9LL I 6PI/C �'A:ST IN lV.gl L BDLT 5LOT5 TO l2/L.4CE5) A1,,gLL5 a 4' O"ON CENTEiP /�!VE�PT EL E1/ ,ZO. S: PER/�l�T PERT/CAL A1N1D 6"ABOVE l�lG9LL S. _ P•PO✓ECT 6 INTO TANK, AoJUSTME'/l!r I orP.4/"vofF CAST Lv,4TER SURFACE Al-ZW7'10N 2/5' I INTO 544BK T yP10,41-) OUTL/tiiE OF FOOT/Nq o � ' SLAB CFLOO.�)ELEI/,<IT/ON 9.0/ I � � 4 ELBOW OOGYN TO /moi//7;1111V .2 O' OF 15 0 _2 OF TANK 4 Fo.PCE M4/N F/P0/Ji1 SETTL//lam 4 PVC L TANK VW VES (4 PG4CES� CONT/NI�OL/S AL1 A tOIJ.� ELEi/ TANeS AO'CT' 6 />.PAwOFF" 6"pYC //1'/ �',PT ELE 1/. /O=O" I 4' Y 2_O"5LA8 - TO PUMP P/T - - TOP OF IV 41- E'1-E'V,4T/ON z3.o' ;MINI &M 30" OF P COiI�lP�4CTEl7 SELECT - - EZEY. 9=0 C,'R.4VEL B�/VE,4TN 5l.,�B 6• PI/C 51-IJOC�'E' aRA/.voF!-" B ' - CSTEEL RE/NFOrPCEMENT NOT-SyOINN� J CROSS SECTION B-B SLUDGE STORAGE TANKS - PLAN 1//4'- 1_ C/ ,. C,2) TA10 3�O' 5 K`V ELECT.CIf 4 1105E CONN. x 7'_0 P001'7_5 L./NI T IIZW ZT P i BU/1-p/NC' C0N5XeZ1CT/0N TO Z), SW/TCS// NOTE iPUN IW" VINYL TU,B/NG , oz- 8 C'ONmETE .BLOCK Gv4L LSPL//LlP x 5 y/��y FiPO/1? ALU/YI ANO POLYMEP `' W/T/1141/000 iPOOF 1�OLY/y1E�(' R&AVA !S TO MIX/NC7 Cq,4A40Z_,C " F/ELh P/TCl/E�.9/-�/,4Y FiPO/YI T,9N/C PODf /N FLUO,P. F/X TU.QE TANl�f TO 15Z Z35 L.B. ,4'5"2 T 51VINCV C5 T///cC'/(ENEO 4 6 xq'iPEpL/C/N� O!/E.0 T!-t/O L AYZ_1e5 C71"1P0z71r-1N6 SLUpIE `/J`o <'9L BU5I1//1/� PAPE,P Ol/EiP 5/8 MEXT �/P//OE TiP.4/!/SFE O PL%W000. le4FTEIP5 5"zz fE Z K/O"�/6"O.�' W/T17'A P/Tc/4 OF 8'p/.� X 8'///�y --;- TiPILC/C' F/LL 3"INI,?" CLE,4R IVZ161171417 ALUM T,�N' K , Q LOGt/ SyALL 8E' /O�O ' 3000 SAL. G SLUDhE Af-30YE F/N/Sh�E� FLOO.P. /�.P.9lt/OFF /;C01Ll TWN/� ALUM Tiy/CKENEp 5ZZIP4: SEE /PILI/� SC'//EMAT/C PUMP TiP.�NSFE�P P11/Y/� WALL 5 /fGV T.y/s sWZET 4" /,�O SE CONNECT_ /ON ELECTIP/C' 6 X 4"�,PEpIJC/NG UN/T ,42"W22�C OOUBLE OUPLLX /,ZO l�A� f3USy/�t/l TAN!( W.9LL OUTLET (3�L�CES) �/c'r'/pE NOTES /. ALL 5//0Iti111 15 4�.OIA 5CH. 80,, ',V C. PLAN OF CHEMICAL FEED BUILDING UNLESS NOTED OTh�E,P`V/SE. /4�1— I 11 -di 0� Z. ALL 1�ALiiES .4,PE 4 FLANhEO ��ATE U9L 1/ES. 415"':5Z4/ CC �iP,4l'1/lJFF N =o PIPING SCHEMATIC - SLUDGE TRANSFER PIPING ELEV. I&F0NOT TO SCALE Li o Np ¢0 6„o C ELEV ,20.5/ 11 d=8 1 x o .. A14 ,0 /,Z O. C. "N XN9406" 0.. C. No4 /O,,OC o � o � . GRADE T N 6 4o.C. 3-D N 8c� 6 O. C. ELEV. 14.0 _ I J REV. DATE DESCRIPTION BY �No /0(75)io"0. C. d=zo" 6" SALEM -.- SUEDE; INC SALEM, MASSACHUSETTS z0 - - { �-- 00) 4 0 -�I I�- /t�1/N/MUM 30 OF w� SLUDGESTORAr,E TANKS NOTE A M/NIM&IM OF 3" COVER 51-/42 2 6E ,f ( •• COMP,gCTEO SELECT U'iPA VEL I I Ile PIP/N6 MA/NTA1WZ'49 ,BETWEEN STEEL ANp NOT SNOW,N ) F3ENEATf1 5248 ANY FACE OF CONCRETE /N ALL C45E5 s, CROSS SECTION A-A 1 _ 1 ' 0" �� ' ENGINEERING • TECHNOLOGY . /4 — O 29 Congress Street • Salem, MA 01970 111 Telephone: (617) 745-4560 by MASS P. E. STAMP Dote'" by E. ALLI SON Checked No. BRAMLEY D"''°" IN PROCESS Dote MAY 1984 Protect "°. 0135 3-of 4 \ �14U C 14, 0132 O I?3.4 Proposed El. 14.0 O 13.1 x 012.1 i t1. 1 � _-- i _ I 11.41 NORTH R IV E A �V H.W. 9.O t REV. DATE DESCRIPTION BY SITE FLAN Scale : I 20 SALEM SUEDE , INC . = OF e°a�a�� S,oTe�N TOPOGRAPHICAL SITE PLAN P b4915C'' NN :"eDENGINEERING • TECHNOLOGY 29 Congress Street • Salem, MA 01970 • Telephone: (617) 745-4569 MASS. PE. STAMP DESIGN BY DRAWN BY CHECKED BY DATE PROJECT NO. SHEET NO. IN PROCESS P FM JK PFM 4/85 0135 A V IV Extend Trench to R I H Receive Wastewater 1 Ifrom F�nlsb Area - OFFICES FF N Plug I Plug I 6 Domestic waste L y I 1 i' / Extend T0rench for 1 ' t Color ARrec t Wastewater Transformers TOOL STORAGE Hyd. ; • _ ROOM -� ' 0 M-I A rim 14.5 Screen pit / Invert 9.9 Meter � (1c�� ~ WG — —— / Exlsting Line+o be l e5XC SX A CrFPump pi+ Remove 0 /11c-'rk —� ""Existing / Extend ITallow Boilers I N Z Centerwali to I Cr y� `-' r— STG Existing r"+ F / 2 full Height I I �� v`J ET H I D E Pr1 1200 1 r'm 13.1 op. Pump Pit I O I _ Invert 7.4 5 gas � tanks I �1 �IVH Drim13. Id,S rWall 13.1 I (new) Invert 6.7 = " i __ T Row Wastewater Transfer Pump I --- — WB rim 13.4 ° f~� pole ume , t=1 I Coustic Tanks 6' Pump Invert 6.9 ' I +li 0 II I • -0 ------ ,. Abandon - I Mixer----- -- --- I li Gbemicut Dust TAN M-I I S.E.S.D 1971 Treotmeni Tank ' I Feed box i I O Rim 12.1 (new) t Building I ., I ' L __— _ _--- -- O Invert 6 0/1.2 O Moving Bridge Sludge � I Tek (new)g 11 StanStorage REV. DATE u E _ 17 r Tank Removal Mixing Chamber 1 SALEM SUEDE , I NC. SALEM , MASSACHUSETTS Force Main ^, - o CANAL ( tidal ) •- ,�,...�..,,,,,�. SITE PLAN R RT H Scale f '' = 30 ' � pF.`� •.�i' ---- - - — — ENGINEERING TECHNOLOGY "�*••.• �'' 29 Congress Street • Salem, MA 01970 • Telephone: (617) 745-4560 MASS P E. STAMP Drawn by John Dick Checked by 0. Bramley D;'° "` IN PROCESS DOie May1984 Project No — 0135 1 of 4 ,20-O" ,20 O, '20' a" 5TEEL LVE/R' TROUCf/ /,Zp DEEP. BOLT TO TANK W.4ZL. FRO V1, 3"INERT/CAL SLOTSA 4 X 4,X Ile,-- RA/L MOU/V T ON T*1K WALL SEE DET,4/L FO/r? ADTUSTMENT OUTL//1/E OF FOOT/N I ON 5//EE T 4 o -- - - - - _ - -_ ---- - -- - _ (4 PLACES) - E LEV 20. 0 Nog �/2"O,C. —IV04 .) /0"O. C. i O7ROLLEY 1iS�8x/p AV8 T24 /� 24 FLOOR E'LEVAT/O/V /p.0 HOSE SUPPORT � - � 4'4FOrPCZ "AlAl /ALL 2 d FROM MIXING C//,4MOZ,? 4? MOV/N67 BR�ID<iE 5L /0 ePEMOY�L SYSTEM _ - --_ - - _ /NCL UDE'S SCUD P / =NX 9 _ FOrQ 5LL/OIE /1�I4Y,�L, ;4NDD5 iYI SK E.PZ'0" w 2 N SETTLING TANK = 3 ;� Te ozUI1--1 ,4mp .5CUA4 REmov vL 5Y57zm FOP _ MIXER SU.PF.9CE SK'/NIMIN� ,4�GE 4:5-oz-5, ;To 2„00 - -- 6,_O„ r' PH Probe Location 5LUDGE 570,,Pf1GE 7,_4A le-' !1/V/T To&Z Pq,P;tE,� MIXING CHAMBER,' _ s�'x4'x' /V°6@ 6��0. C. 10 PVC Q 47_OT</Z1CZWP of T4NK. PVATER 5LlfRF�4 CE ELEV,I T/OPV /8.5' — v d 2'.10SL AB � -- /2 � B _ B PH Mor,itor'mg 5lafion I SLUM E SPE 01/,9L �i`�/O Off' ' �r t` M ��" /uEN PY z t -v ELEV /O.O' ° - TOP OF GV✓ALL EL EW T/ON - - -- 4,X 4„X Ile"c RA/L, "z:�L/NT Oil/ TAN/t 11v.4 L A 5//O-"V/V O/V 5 A1EE T 4 PLAN VIEW S ECTION B - B SCALE 1/4�1�0” 3/8 I'-0" i S " 8" 71- 4 Jv --.- 1�' - —10'-4" - ------------- NEW 3"PARSHAL L FL UME W8 4" FORCE "AIN FROM M IXINq CHAMBER �-/s STS EL B.9FFL kV,4 TER SURFACE ELEV4T/0A/ 18.5' EI-6-v zo.o' - - l2 /2 X/ZEFFLL/E/VT I�VE/�P TiPOI/ N.f�'iPG�I//�E ,3LON MIXING CH,9M5ER M/XER .BOL T 5L OTS TO PERM/T VERTieCAL ,4r.,1U5TMENT � R W 6"DIA PVC PIPE C qST INTO WALL z 6 (TYP/ ELEI/.4T/ON /O. O6PLACES - � W�ITE�PSTOP(TJ'�/CSL) 21011 u 1 tvv 7.60— � 1 6 SLAB EL1-v/0.0 ZZzv 9.0, F--- 4=p" �`�� M/N/ML/M /,2OFCOMP,9'CTED STEEL REINFORCEMENT FOR SLAB 5ELE-crGRAvEL 61AZA'TH 5LA8 /.O-' AND EXTERIOR WALLS SHOWN ON SHEET 4 LONGITUDINAL VIEW REV. DATE DESCRIPTION BY . SCALE 1/4 = 1-0 ' SALEM � SUEDE INC. - Flume Size 3Parshall Flume — Top of slab elev. SALEM MASSACHUSETTS A 17. 20 A 1720 I B C p SETTLING TANK C 17.05 D 17.00 ' E 17.00 FLUME DETAIL t , ENGINEERING * TECHNOLOGY 29 Congress Street • Salem, MA 01970 • Telephone: (617) 745-4560 NOT TO SCALE MASS PE. STAMP Drown by E. ALLISOW Checked by D BRAMLEY °w'9 " IN PROCESS Date MAY-1984 Project No. 0135 2 Of 4 II 1 - Cf iEM/CAL FEED A51 WING --5EE PLAN 8EL OW TO PUMP PIT B FOR COAITINUAT/ON • - SE'E P/P/NG _ � � SEE 5%TE PLA/V ,ZO O., -I 5C�/EiYI�IT/C Tom/ Sf/EET + -6"PVC /gip" /B"-O" /=0" _7 TOP OF dVAL L 6'"5L UD�TE 6• PVC C,45T INTO WALL j ELEV. 23-0 /NVE.QT ELEV. z0.5 . P/PE NOTE= Gt/E/iP Tl'OUC�,�15 D.P.9Gt/OFF NOTE PiPOV/DE 3/4 D/A. TA/Fl, JDED O 3n ON TyPjp�L� TO f3E FLUSH NJF.4CE OF W.4L LS. ''J-BOL T.5'�ON TOr�OFALL I ao, 6~PVC CAST /N lV.gl L T �.4YL- L C� , DES/�/V WL. . 0/N VE�PT EL EV. ,20. 5. BOLT 5LOT5 TO (,2 4LACE5) 11V,41-L5 c� 4' ""ON CEN72F P PEiP/l�r/r Eier/C,9L flNo 6",ABoYE !�1/ALLS_ _ P•PO✓ECT 6'' INTO r,4w, Y ADJUSTMENT I 6'"DiP4WOFF 0,4-5 7, 1N,4TER SURFACE ELEVAT/ON ,Z/.5 I INTO 5L,4Br T YR10,4L) Gi/E/R T.PoL/h�1 1. OL/TL/NE OF. FOOT/Nq 51-X/-5(FLOO"c')ELE t/�IT/O/t/ 9.0, 4 ELBOW P01VIV TO Pt//T///// •Z O OF BOTTOy/ OF TANK 4 FO.PCE /IFMA/N 4 PVC FLAN�EO BALL �/Qi4DE F�POIIi1 SETTL//lam //4 X/Z X/Z•GUE/,P TiPOZle 'h 5 7,- V,4L VES (4 PLACES C0N7/NL/0L/5 ALL fOLJ.P / /�\\ \\ A /�/,gLLs.sore/ T,q�v,�s A 6 OR,gWOFT ,�=p" 6~PVC /NY�',PT FLET/ /O-0•• LcTO PUMP P/T I _ z-O SLf10 —;7 TOP OF W,4LL E'L EV,4 T/ON .Z3.o' M/N,'//(�1U/l? 30 OF p C,R.4�EL! BENE.�T/!SGB 6• �l/C SL uo�E I,Z MIN. O�PA,GVOf l B C5TEEL RE//VFORCEMENT NOT SHoNA1) CROSS SECTION B-B SLUDGE STORAGE TANKS - PLAN- 1/4''= 1= 0" 1/4I = 1I-0�� 24'-o" 4 LOSE CONN. (2) TH/O 3--O —5 KAI ELE CT�PIC X 7' 0 L/NI T 11ZW-ESP Z/f7yT 5W/TCS/ BU/LO/N�' CONSTiPL/CT/ON TO � NOTE iPL/N %2�� !I/NYL 7Z-11511V<57l�OL /icov ! ALUM 141vp POLYMEE.P 0Z' B,.C0A1r1PETE BLOCK GV,4L Ls 161' /3Z-/Z B PZIWIPS TO MIX/NC C1'V 4Ml.3E.P GVITf/11V00P Fif', 'XZ /fOOF rPOLY�L/ER P/TCl/E�Ah/�Y F/�O/Yl T.9NK. ROOF /N F/EL IJ FLL/O�P. F/X TURE' T�INf( TO I-E Z35,1%3. ASI/�9L T 5//IN�L ES TL//CfCE NEo 4 6 x-�'�PEpL/C/N� o�/� T!t/O L/I�'EPS OF iPOOFING 5L L/O�E 4S0 �.4L. i :AJ777 1511-i5AI V6' PAPE.P 0VZE,C .5/8"EXT T��/N.SFE� PL%W000. �AFTEiPS SI/ALL BE TiPL/CK F/L L Z'x/d"o/6 O.C W/J//.9 P/TCN OF 8'0�.� x 8',y14y 3"/N /2': C'1lE,4R .yE/C7WT 9T .SLUM T,4/I/f< a G SLUOhE LOW 5/1 BE /O O 3000 �9L. o.P.9l t/OF,F LI�OI/E F/N/5//�O FLOO•P \ FiPO/Ll T,<I/V/e Ty/C'Al NZo 5LUP(: E • ,4LUM 5EE f/�/�I�� SC'//Eti�1,4T IC PUMP TiP,9NSf �P /�L/yIP WgLL 5 lrGVsh�EET 4" //OSE CONNECT/ON ELE CT,e/C' I f X 4 �PEpL/C/NG UNIT yE•gZZ C OOUI3LE OUPLEX /ZO l/,9C 15&J 11/Nl TAN/l W.9LL OUTLET (3 PL.4rZ-5) �RApE /VOTES 774 77 /. ALL /P/Nh' 5X/OWN /5 -4 �/.9 5CN. 80 PI/C PLAN OF CHEMICA►L FEED BUILDING L/rVLEss NOTEo OTyE,PwisE. z. ALL 1�ALI�ES ,q.PE 4 FLANhZ (!FX TE !/.9LVES. 6""SLU�IE c;POM TAMC PIPING SCHEMATIC - SLUDGE TRANSFER PIPING ELEV. 230' NOT TO SCALE PE5/qN JAIL. ,2/.5' ELEV. ,20.5• N 9 4(w 46 0. C. /V/9 4(a 6 O. C. d. 6 tol 0( N!? 4 Ile"0. C. N� 4 � 6 •O. C. N'4�/O,•o �, /19 6 CO 4';r,7 C. N? 8 M 6"o. C. EL.EV. /4.0' 3=0• �\ REV. DATE DESCRIPTION BY d=8 6„ SALEM -tSUEDE; INC. SALEM, MASSACHUSETTS J SLUDGE STORAGE TANKS I 3O•' � A/9 /r � 4N0, C. -1 M/N/MUM 30��OF d=,20" • /VOTE.A M/NIMLIM OF" 3$1 COVER 51-1,42Z 13E COMPACTED SELECT C'�PA VEL (PRANOFF PIP/N6 MAINTAINED ,r3ETWEEN 5TEEL 41Vp fSENEATH 5LA0 � NOT SHOWN ) ANY FACE OF CONCRETE IN ALL CASES �f� CROSS SECTION A-A D ` l . I ENGINEERING • TECHNOLOGY - 1/4u 1 0', E 29 Congress Street Salem, MA 01970 • Telephone: (617)745-4560 MASS P. E. STAMP Drawn by E. ALLISON cne�kea I'D. BRAMLEY °"''°"°' IN PROCESS °01e MAY 1984 P'°'ect No. 0135 3•of 4... ' • i GENERAL NOTES- f TREATMENT TANK REINFORCEMEN Genr,ral It /VOTE A MIN/MUM OF 3~ COVER 5HA U BE 1.1 It shall be the responsibility of 'the Contractor to verify that -his MA/NTA/NEO BETWEEN STEEL X/Vp C/PG�55 MEMBER EAC�1 S/DE OF construction plans are at at all _times up to date and consistent with the ANY FACE OF CONCRETE JA/ ALL CA SES s�6 6�� latest revisions that may be issued from time to time by the engineer: C�POSS MEMBER G &10 y8" 1.2 It shall be the .responsibility of the Contractor to report to'the `� engineer, prior to the construction off the affected components, any site` W8 40 or design conditions that he nay feel in ne61d .o*`ro�ificatic:� b /� 1.3 All dimensions shall be verified by the Contractor. Discrepancies shall ".,4. A?5 be reported to the Engineer prior to construction of the affected components. N9 4 on /Z~O. C. 1.4 Unless otherwise indicated, details and sections shown on any drawing Cf?.4DE. shall be considered to be typical for all similar situations. E-1'r L4 O" .� 6 v /$ 1.5 The Engineer & Building Officials shall have the right to order testing 8_F; of any materials used in construction to determine if materials are of the quality specified. d=6 Excavation 2.0 2.1 Contractor shall use all means necessary to control all dust that may be 7 EZCV /0.0, generated by said contractor. This shall be accomplished in such a %O„ FE N. T. 5. manner so as to prevent such dust frortn becoming a nuisance to the public, _EZ EV. 9.0 neighbors, owner and performance of the work of others. /V p /©aD 8"O. C. RifC/'8 ,O " 2.2 Excavation materials shall be stored in such a way so as to prevent MINIMUM AZ Or COMPACTEA erosion by wind or water. 6ELEC7- 47'/P.4KEL 5ENEAT1/ SLBA2.3 Excavation shall be inspected by Engineer prior to the installation of any formwork. CROSS SECTION A-A (SHT2) ;--CONCRETE WALL a 2.4 No footings shall be installed in water or on frozen ground. _ �4'- -0�� -BOLT GVBK/O 70 WXZZ 2.5 Unless otherwise noted, all backfill material shall be gravel that is : .� �� ., X/TIV (4) A3,?5 516"0 BOLI--S free from all organic material and shall be placed in such a manner so as to prevent damage to the new structure. TL/R!J FL AA47 <,Z f30L TS P 9 Q E,4CJ-I S/DE OF WEB). \ � 2.6 In all cases, finish grade shall be at least 410" above the bottom of footings. W MEIN'BE•2 lV,2 x 76'OR 6"X/" . .,t Ae � . Concrete 3.0 E STEEL 4,�L.4/V NT 3 FO�P'iLOC /Oit/. a 3.1 All concrete materials and work shall conform to the requirements of the American Concrete Institute Code 318-83. t DETAIL I (SH T. 2) 3.'L All concrete shall be air entrained and have a compressive strength of ti 4 , �. N. `Y, ,._ _ � '• It t it 4000 psi 2b days after placement. J SULAT/OJl! VA RBA fz/E 4 i 1/2 -1-0 -� `�.� _ 3.3 A11 reinforcing bars shall be of deformed steel, ASTM designation A615, 4 OP 5T,LJ� -.RA Grade 40. \ I T. YWOoD A�v.7,�'D l�tJ,4/T ` ,4 `�, WBX/O ' ^��`� �" , 5f/EAT /N 3.L. All reinforcing details shall confortm to the A1SC Manual of 'Steel , . Construction, Eighth Edition. 40 r0E3.5 In all cases, a minimum of three incfhes of concrete cover shall be ,Z 711/(•10 ESSJ�PE T ,E"O "� > maintained between the steel and the! outside edge of the concrete. TOAla eo0VZ, OD P1_A C� PLAN `< � .,` f ,.�-_y 3.6 In all cases there shall be clear dlistance between parallel bars in a 55U ( E R PR TED) \ layer of not less than one inch or equal to one bar diameter, whichever EA is the greater. This specificiation does not apply to bars that are in ")vex t'• contact with each other. )Vex/O t f Steel 4.0 4.1 All structural steel shall conform t:o the requirements of ASTM 36 and be fabricated and erected in compliance! with the AISC Manual of Steel y Construction, Eighth Edition. �. TAIL 3 5) , , t ! 4.2 Structural steel shall be double factory primed. All steel shall be , `' �/� _ t EXE/ST//I/ a \ / field painted with a light-build epoxy. Carpentry 5.0 1N0/CA TE5 F/EL O WELD 5.1 All framing lumber shall be No. 1 Eastern White Pine or other such /F SNOGVN, ` Ymaterial that may be approved by the engineer. 4 JNELO ALL A= 5/� - OF F/ELFT WELD LE TI A 5.2 All framing lumber shall have a moisture content of no more than 15 AROUND PLATE ,P percent. B B=L ENg7_H OF ,NEL O D L 4 (S . 5)A gNI 1/ 5.3 All connective devices such as bolts or nails, etc. , shall be hot dipped POS/T/DSI/ NOT T SCALE Ogalvalized. F WELD �-' `��.-_ 5.4 Wood Hailers, planking and ridge beams shall be pressure treated. Other EXR1_ANA7-/01V OF �NELD SYMBOL wood components shall be field painted with penthchlorophenol or stained �• or painted as noted on plans. ALL WELDS ARE TO BE ;1 �,ao�- L/511VC T,UE 5y11ZZ O O Al2C NOT INCLbED IN CONTRACT . Plumbing 6.0 "Z2-D PROCE55 (5 MAW) U5/NCE 70 ELECTRODE (M1�t//MUM - /Y ap ENSJLE STf�E/l��Tti OF TA/E WELO /S 70 KIPS PER /NC//)- �-�� r3 TO 01/E�Pf/E��ID j:,�� 6.1 Piping shall be of Schedule 80 PVC unless otherwise noted on plans and 7 t )c-01-?CE MA//V shall be installed in accordance with national and local codes. "EZ,05 ARE TO 3,f THE 5/ZE AND L ENq TfL IMWCA TEO AND /N 7f1E POS1T/OA15 5NOWN. 3„FL.4NGE0 6.2 Bolts used at flanged connections shall be made of stainless steel. --- -3 L7/SC,�421,�' �/EADE�P GATE VAL VE C.P. • - 3'FL,4NCE0 Electrical 7.0 _ 3'FLANh'ED 3FL4N6E0 /( GATE V41-V,E ;z CyECK 11141 VZ_ �- GATE VALVE 6 PLACES �� 7.1 All electrical items, including those used in interior locations shall be waterproof. 3"5L/CT/ON 3" 3" 3'' 7.2 All electrical work shall be completed in compliance with national h BEAM LV,45TE HEi4DE� -�- CD local codes. TiPfINSFF�PP!//I"1P C 3SU•1E,4P/V,4 TENT 5ZIC 7-/O1V � 4�. .i. /� 3'FLANr�ED ,BfILL � _ V,4LVE- 3PL,9CE5 4'X3",PL-'OL/C//Vl BUSX111V6- 31::Y,4CE5_`v REV DATE DESCRIPTION BY ,� M SALEM SUEDE, INC. PADE� 6X4 RE,9UC/NC BL/SN//1/C^- 3�L,�JCES 3"SU�'E�PN�4TENT �:T--- -- ------- -- -- - _.... SALEM, MASSACHUSETTS C.O. ' DETAILS - FR ,! • , ► TA/NX T,4N/� TQNX PIPING SCHEMATIC - BEAM WASTE TRANSFER PIPING •- ��` • . ENGINEERING TECHNOLOGY _ NOT TO SCALE -29 Congress Street Salem, MA 01970 • Telephone: (617) 745-4560 Y�---•�-w= � - :¢- �. ,,,,,,.,�'� MASS P. E. STAMP °raven by E. ALLISON CAe`ked byD. BRAMLEY °w'9 No. N PROCESS Dote AY 1984 Project No.D. B - 4 Of 4 M I G GENERAL NOTES* ENT 'IVOTE�A M/N/MUM OF 3�� COVER SHALL B5TREATMENT TANK REINFORCEM MA/NTA/NEO BETNEEV 5TEEL AIVP 1.1 It shall t;e the responsibility of the Contractor to verify that his ANY FACE OF CONCRETE IN ALL CASES s/r6 6" 09055 MEM L-R EACY 5/OE OF construction plans are at at all times up to date and consistent with the latest revisions that may be issued .from time to time by the engineer. f j - C,eOSs MEMBEF� � 1.2 It shall be the responsibility of the Contractor to report to -the /O 150 /O - i 4 engineer, prior to the construction of the affected components, any site ,20.0 �� / W8X/O or design conditions that he may feel '1r, t,eF:; �f � �;;iT� 3`.i;i,, N940 8"O. C.- DE5/�N W.L. /8.5� C(� j��/ 1.3 All dimensions shall be verified by the Contractor. Discrepancies shall be reported to the Engineer prior to construction of the affected components. NP 4(S /,t 0. C 1.4 Unless otherwise indicated, details and sections shown on any drawing /O-O NP6�8 0. 0 C7RADE I shall be considered to be typical for allsimilar situations. ELEV 4.0 8-16 �q 1.5 The Engineer & Building Officials shall have the right to order testing of any materials used in construction to determine if materials are of the quality specified. Np 6(W5..0C 6„ O Excavation 2.0 d=8 2.1 Contractor shall use all means necessary to control all dust that may be 3.6., y /0 _ 7ELEV /0. 0, generated by said contractor. . This shall be accomplished in such a �� N T. 5. manner so as to prevent such dust from becominga nuisance h -E-ELEV. 9.0 e to t e public, _ neighbors, owner and performance of the work of others. �D 2.2 Excavation materials shall be stored in such a way so as to prevent /8•• MINIMUM /,2'�OF CO"RAl C TED SELECT �PA{/E $ NEA _ erosion by wind or water. Oi L E TH SLA/3 � . 2.3 Excavation shall be inspected by Engineer prior to the installation of any formwork. CROSS SECTION A-A (SHT-2) �� ; of 1 11 � CONCRETE- WALL 2.4 No footings shall be installed in water or on frozen ground. 1 /4=1-0 --BOLT W8K/O TO,Lt/,4LL 2.5 Unless otherwise noted, all backfill material shall be gravel that is . . �.` ' W/T.S/ (4) A3,25 516 0 BOLTS free from all organic material and shall be placed in such a manner so as T,4191- FL�4N�jE (,Z /30LT5 to prevent damage to the new structure. 2.6 In all cases, finish grade shall be at least 4'0" above the bottom of �� footings. GV,2 x 76 z�rP 6"x Concrete 3.0 FOR"SOC 3.1 All concrete materials and work shall coinform to the requirements of the American Concrete Institute Code 318-83. 4 �x. w�. .� _ _ �. DETAIL I (SH'T. 2) p g . � - \ 3.Z All concrete shall be air entrained and Ihave a compressive strength of V�1 RBA IQ/EIP �' _ _ t I 4b00 psi 2b days after placement. J SULAT/0A/ _ 1/2" -) 0 P ` - '•�� = 3.3 All reinforcing bars shall be of deformed steel, ASTM designation A615, 4 OD 5'TLID .Ri4 N�j �, \ '•. � "� : Grade 40. EXT. YNt" A TED Gt/�4/T � � X/ r A W8 0 3.4 All reinforcing details hall conform t:o the AISC Manual of Steel K4~ TOE oL Construction. Eiahth Edition. k. ,Z T11/CX ESS,J�E T �,,: s ED � 3.5 1n all cases, a minimum of three inches; of concrete cover hall be + , TO/Vcs �POOVE OD PLA ; maintained between the steel and the outside edge of the concrete. IP L A 4? R(PRE55U EATED) 3.6 In all cases, there shall be clear distance between parallel bars in a �Y„ layer of not less than eine inch or equal to one bar diameter, whichever ` a is the greater. This specificiation dines not apply to bars .that are in 9 • xexlo �� . .N EA? 1BOL \ contact with each other. h Steel 4.0 �� W 4.1 All structural steel shall conform to lthe requirements of ASTM .36 and be? fabricated and erected in compliance wiith the A1SC Manual of Steel TAIL 3 . 5)) \ _ Construction, Eighth .Edit.ion. r 1 1/2 1-- \ l 4.2 Structural steel shall be double factory primed. All steel shall be field painted with a light-build epoxy. !'V,Z4:x 'Iry /ND/C. TES F/ELO WELD Carpentry 5.0 ,X/,.,T/�/C 5.1 All framing lumber shall be No. 1 Eastern White Pine or other such /F S�/O!�/N, --� material that may be approved by the engineer. lNELO ALL \ AROZIIVD PLATE i A= 51ZZ Oc FILLET WELD LE 'STI A � 5.2 All framing lumber shall have a moisture content of no more than 15 B=LENg71.1 OF WELD � / percent. e A DSK I L 4 (SV. ) 5.3 All connective devices such as bolts or nails, etc. , shall be hot dipped PosiTiow � NOT T SCALE galvalized. OF WELD y. 5.4 Wood nailers, planking and ridge beams shall be pressure treated. Other EXPLANAT/ON OF G,VL"LO SYMBOL wood components shall be field painted with penthchlorophenol or stained j or painted as noted on plans. ALL WELDS ARE 70 BE �t 1AOE- Z-151A F T,UE syiELo�o AeC NOT INCLUDED IN CONTRACT Plumbing 6.0 WELO P,QOCE55'(SMAW) //5/�l/y E 70 ELECTiPODE (M/NlML1M �,, �`� �3" TO 01/L".PHEAID � ,j 6. , 7-ENSILE STFE/1/�T,�1 OF' TNc WELD /5 70 fC/PS PZR /NC/-/). ` 1 Piping shall be of Schedule 80 PVC unless otherwise noted on plans and "El-P5 4RE TO BE THE SIZE AND L-,c-N �'Tf/ !NO/CATEO ANO f�"' FORCE MAI//V shall be installed in accordance with national and local codes. - ` .R /N T//E POS/T/ONS 5//D�t/N. .�. 3••F[,9N�E0 3 •D/SC iP<,E /&Xpl P 6.2 Bolts used at flanged connections shall be made of stainless steel. A GATE V.4L VE C.O. ,. Electrical 7.0 3 FL�/Nl�EO e I 3"f'LA/V��'EO -� 3 FL.4N6E0 /� GATE VALVE � - ChZ_CK V14L VE G•4TE V.4L VE G PL.4CE5 7.1 All electrical items, including those used in interior locations shall be . waterproof. r-3'•5ZICTioiV - 3 3 3" 7.2 All electrical work shall be completed in compliance with national h ' BEAM !�t/�95TE //FADER Co. local codes. TR4 V51 10 AY/WR � 3 SU.�E�PN,4TENT 5L/C T/O/V 3 FLA/ !FZ2? ,Bf/LL 1r.4LYE� 3 LACES 4'ar3'•, Z-'UL/C/NC7 BUJ`y//1/ 3�,4CE5 REV DATE DESCRIPTION - BY � � L C��PAOE N „ Y •• E---6X¢ eEPZICINC 15US.SI//1/C�'�3,��,'cC5 SALEM SUEDE, INC. I 3 5Ur�z;ew�47E/V T - - --- C.O. ' SALEM MASSACHUSETTS .nt -�� - DETAILS y.Pf , , 6'-Fit'o/N 6""F•PorH 6"1�jf'orr n C , A_ [PENGINEERING PIPING SCHEMATIC - BEAM WASTE TRANSFER PIPINtG • TECHNOLOGY :: .. NOT TO SCALE ' .,::. / • .-29 Congress Street • Salem, MA 01970 • Telephone: (617) 745-4560 MASS P. E. STAMP Drawn by Checked by ow�q No, E. ALLISON D. BRAMLEY IN PROCESS DQ}e MAY 1984 Project No.0135. 4.Of 4 S�rZ Pons S si7� PCIt',V Rf view 1 i II 0 Z LU a SI � F- � W W �� D1.�,DW�D •1Z.0 vT � o a � Y s N Wo - or � LlowrGavI.R4&E <nlo00 = 3 15 70 1-L.kR�A Milo 4ae 1.2tp ; i 1o285D 3 ; I �\ V W v r4 ,iw z 'a m bW ILLI N!s UNITS 14o 4 ( • D GDN►M�L k�TA I� I �� G {w a • °� t KK QED pwI�PS oN A5U'T"GRS F L. 'r1Wi- F°' Kvd New L&T ,KG � KL /Kb. -- .✓ M z , NP , O�Z- 4-HUFI `', 111 j j c R n' R til Mz C - - � =a 24 PAS K��I(�. 5 P/aG�S �•�. � o, \ i -- xl a �► _ U �rTrTT-a C. a�w�pColER- �r� Po Cove E,N1- r_ O T�� (� 1 � I P a� ,'-�yr - i. �.� o - �l 0 Lol Z \ LJ �i I WCC f o i O ® N O H µ pSyM 'S �. UE �� res l.Ll NEw '� r.-.l�sT,Scp MsG, t,RP B �p - -- _:-- nTr -�KT1� �RIGK GVRFS-% �I %cibT -5eP Ex _ �X15'f1NC� RRILK WALK►.Ja1� i i �xISTINla ` 4 { r i 1 + i 1 I I . i a , - , i , • I i 1 1 i 11 , R ' I I i I r- I , I I I 1 I I I I I ' I I I � I� � 1 t �r I I I l n � p�+ i I FLUORESENT EDGE LIGHTING FOR SIGN FIBER GLASS CLEAR STORY r-. METAL ROOF METAL ROOF &PWS F_�pNp clS ? j PITE _ . L _ -- ----- -- - - _— t----__ - -.. — - - - - • I T I . -- S r^ 1 ! I r : ' I 1 - — - - - _ 1 - I s _ — _ -_. .- - / 1 Af/�r f' • moi"' . .� ' • • + �../� � f �`� �-+.1 ,�, v FLINT STREET IL -....-.....-•-..•.-., _. .....-r....-_.__....._ ... _. _ ..-- _._-tet_ ... _. --t'-'. '..-- .. - .. - SOFFIT MOUNTED, LOW SODIUM , C.M.U. L_- maTAL PANEL — NORWAY MAPLE (TYP.) __ METAL PANEL PACHYSANDRA (TYP.) H.I.D.,SECURITY LIGHTING ; STORAGE BUILDING RETAIL BUILDING SOUTH ELEVATION SOUTH ELEVATION • __� 010 o CHAIN LINK FENCE CHAIN LINK FENCE -_. -- to '` ----- M rF BRIDGE STRE 7`E _-L- 11 IL "orf _ 79-09#— U' --- - -- 'r �� —_ LiA N. F L.E LO S.2 5 t-- BRIDGE STREET } -- 100 YEAR I=LOOD 14.7 - - ------ -- --- - _ .,_ , MEAN HIGH'WATER sea M. p/ILROAD 7— r L.PROPOSED NORTH SOFFIT MOUNTED LOW SODIUM PROPOSED NORTH LOW SODIUM H.I.D. C.M.U. L Low SODIUM H.I.D. --; L__ PROPOSED NORTH SECURITY LIGHTING SECURITY LIGHTING RIVER CANAL RIVER CANAL H.I.D. SECURITY LIGHTING RIVER CANAL RETAIL BUILDING RETAIL BUILDING STORAGE BUILDING EAST ELEVATION EAST ELEVATION WEST ELEVATION DeMarco/Jarek Partnership Architects 223 Derby St . Salem, Ma 1 Project Title: ij -- --- _ ALLIED LUMBER CHAIN LINK FENCEJill Ili , f ti. .� _ _' - - - - ---- - — s------ �, \ ; • � , : � r Client: _ ed Realty Trust Allied .r--J FLINT STREET' - -- -- . r , - -_- __ Flint treat 67 tS 40� -0" (TYP.) Salem, Ma. NORWAY MAPLE (TYP.) Sheet Title: RETAIL & STORAGE BUILDING ELEVATIONS Scat*: shoat No. BUILDING STORAGE BUILDING RETAIL °iti- 4/ 1 b/88 La-a2 -- Drawn Byi I I L7 _an WEST ELEVATION NORTH ELEVATION `' Job No: 1 1 1 $@ a % •••. 'LEGEND: f• • ••.• S mw. • \ 20••3.5 Caliper NORWAY MAPLE " EXISTING BUILDING °•. � 1-0. O.C. PACHYSANDRA NDRA F ON ADJACENT LOT C\\� • BOSTON & MAINE RAILROAD ``"...,ter-•.-.-....... - - _ i ,e,, _ ` � ., •• 500 -099 NEW Cas EXISTING PROPERTY LINE—....-," - -- .r- - • ----- \ � 9� CHAIN LINK FENCE — -- --- — — — ._ ------- __ _ - T� _ -wawl \ +- , .�.�.�r��-.ter-,..�� .� � —..�.� •� ��—� ....�.�.—� 40 40V .tm -- STING RIGHT OF --------------- aM R .• • X I WAY - _- •- I it 0 i• E \ \ • �__ I -- ROPE - - - SNOW STORAGE � AREA _ •. ' i F�_ l tr I • •• •. I � y •••--lr•--•••••s•a•••••,.••••• •. 1T •r�i• ....... 1• ,+ v.` < T' ••• • I �___ � • ••••• H.••' .•• • �� .•• NEW •H ... - D a' O f ,t . ►• .................. •• •..•••• •af•s•••.••• .......•.uu• •.,.Rf•, .. - '.• G-C•] � •,...........,,,,•• ,••' •• ••....w-•... ...:.....,,, ,,.,•....,... ---- EXISTING E: A 5 M 1N I I ... C...,.. 4^f •.... '1 •.•. • 'T1s• ••-••••a•..•sa•.,a.� fr.••f-••a••.f• - 1 ' i G 1A —...--....r_.__._ter–..wr_-......_–.. –_...._ _._-._._+_......_..–.-_..._..__._.. _ .,«_.. .._—r. a ff•' f• SPACESN •� A i .• • ' • B - ` ��• � SOFT T UNTED �- . �,�� N '� SpFFIT MOUNTED \` �• � I ( VIEW M � '�D F I U R E S _..---' `• ' - - -• K E IS-T i.H.1,D. FIXTURES PROpc'� 1 BU NEW IG \N +� - STORAGE I L D I BUILDING e _ - N � . 3 � O S �" '� \ , - 1 MINNOW *Anx INS" _ N� I SLIDING METAL SOFFIT MOUNTED H.I.D. FIXTURES i SECURITY FE NC , ,; ; \XXONSTRU J x _ TION EAS NTS ` ` •_ __ ..�.. ....�._ T._ ._D Owosso _ � . ' `V�1 MH. � NEW r - _ O � NEW C.B. SEWER J' ` �''� \ ! ��—^ .✓ '"-- , NEW .WATER, ELEC., \ • v �, \ j O i b TELEPHONE LINES T LINE OF CONSTRUCTI� aw EA _ __ ' SEMENT - �.•�'`' CONNECTED TO UTILITY \ A ♦•`• .� �� LINES ON FLINT ST,130 !aE , ._ .� _ • _,,,. . ... ••—- y��'4" � -- '.•__ C H A 1 N L I I+1 K E N C E .i � i O .� . doom aosom*41010 0 40M IMINaa, , i' ,Y .1jr, . t 1 3 - -,J •. If +r - , - - -rim , •- - - - r. ''. 1ATE' .+� mak"va— .\ \\ �• `, l ,. l i \S1 r� C2 Q V I - +a ` I 0 E !�, .. _ I • ; _'"" \ \ , ...X _ •.. 1 � •, � � ... -fir �•- t � - -_ "�"'7�" j• `,, ` ''' 4 - '�;,; _ _ _ — _ . -----= _ ' �y�� W STORAGE AREA EXISTING BUI t �",° .. _.� _ a `� — ' ..' - •• '�• • f1 . • ♦ !: p '♦ i ..w * � / 'r •_O f O O F STATE . E REMOV yJ -12 \ �, STATE PROVIDED CONCRETE R TAINING WALL � • PROPOSED (,ANAL_ RELOCATION _ �� - • FORMER PROPERTY LINE: WITH 6 - 1 -O CURB 8r CHAI LINK FENCE._____R ` FORMER LOCATION.I�,�.�....r..... - ._._---- -- -- '.r-.� __ _--_- �' ION O F CANAL `.,,.. . .,may ,_ — - _. - :... ,,,,r_•,......--s•""'w" ,.-,,,.+•'^'' \ ' - EXISTING PROPERTY LINE ,_.--'� CAM /' • ,_ DeMarco/Jere Partnership .. .Architects St. Salem Ma Project Title: r - 8* WATER BRIDGE STREET ROUTE 10 ALLIED LUMBER FORMER LOCATION OF Client: BRIDGE STREET Allied Realty Trust W MINNOW Flint 1 n Street RECAP: NTS t 6 7 t S DENSITY REGULATIONS. PARKING REQUIR __-___� B - 4 USE IN AN I ZONE. MIN. REQ. PROPOSED Salem, Ma. $ _ One space for each company vehicle Sheet Title: Minimum Lot Area s .ft . 6 000 80, 453 pltts one space for each two employees , ' ' S inimum Lot Width (ft.) Plug one space for each one thousand 60 64 square feet, of gross floor , extruding SITE PLAN storage area . Maximum Lot Coverage by All Buildings 80$ ABY N of . company vehicles .= 3 inimum Depth of Front Yard (ft. ) - 40{ N of HK1plOy9e5 = 20 Scats 3h�ot No: - -0 Data: i inimum Width of Side Yard (ft .) /// f S.F. of retail building = 6,500 S.F. t 4/ 15/86 inimum Depth of Rear Yard (ft. ) 25 N of parking spaces req . = 19 . 5 Drawn By: ' ximum Height of Buildings (ft.) 45 BB • N of parking spaces provided = + 60 Job No: 1 1 1 8 6 •+ ximum Height of Fences/Boundary Walls 10 10 I , I A - -.-.r .t...•. -_ .- '., .. - 111111{ a, .IAA/ -! -. .a, a _ E I 1, y-4w ..i". t•c.•- ,ri ..ter r •• .'. - M >.: 2 - .,. .. - a :.. ,,:. tv -., dr- ;f .lam 1 ,� r. �°C.� �: �*. u . >- z , _ `'" 7; ¢f{' �.v •-1-1. "1' �T�L h,� '¢:.y t. \ 1 " - i. _ ,..�:-�. ,ty 1 G T _ .!V"- �-�' '.§ice--„•5 c"�” v y:'" _� � _ I _ t _ _.. < a l -:. .. :.-=.: ,., r.,_>,. ,W,.. ;+w.. is ,p ,;Y:..0 "A'. .`ts-Y °�` • '� - ' 11A .. -- 3✓. v ,�,a:y tit+` +. ._ „ A 4 _ _ T. 4 i ". .y.. 5' t� % r.. f`. --. s ' ,'r�. :;. ' . zy 1. v:.: . , z' :. h . r :n _ q / ( I f �L� F',•` �.. s - � !L` cif":. -'* -_off,. S ,p i - % .�t 11 I . - _A _ } - _ :f... _ : , _ r 1 1 11 �- { ,. ' .. - _ M•!,..w.,l'..--._ r;. .,ate. .i'^ �i ¢ I +2 } � �'*\\ r; ; Caliper NORWAY M�kPLE fit'` ' I I F Attl DAFFODIL RUCUS CHR I .1 _ 4 y t + - _ '' ,,- . % _ GRO � L DA LY YSAh'TEj�.v!u1�4 ",^ � ' 4 EX! TIN BU LD \ 1 _ a loo sf so lzs 15 o S G 1 N'dt .� �\. ON ADJACENT LOT �� ) Ip � �: � A� �f 2 _ _ t 11 �� .._� PACHYSANDRA 1-0` O'C. a ,11 . Y' , � ;k . _.. .". zA tr r � eP ) a \ ' I *, 1, ., fo ' -" , ,"%- 0\ \ 1 71 " ..� , - , - li, '"_ '' L' . �' . * . , - - r I I I F, .. _ ' 'I :" I " - , - I \ � �. L��_I_ BOSTON & MAINE RAILROAD �° \I 1) `1`\ ` , ' �.\ -_-T .�- �� ::M Gam'' .. ,,� _ ry_ _ _ - ---- _ - . -- . _ _ _ .1. 111141 '� ._.-- ��S�L�FilltrRtlE'frewwssiwi�wwwwwwwwwwwwwwwiwwwwwwwwll�wwwi ' -- -- _, ` -A: ?.� '. _. -.. --. -- _ -.. �! - - 1 \4 .ti Soo _ __ _ _ - _ I . ri 0 E a 44e>t . #PROPOSE OF WAY _ . _ _. - _ 1 w}-- _ _..._. .... ...... . ._ ..� - _...._ _.jyr _....._ i -=—_�� - - -.,..•r -_-. .._.-,.._..... ._ ��, V ..`Y• • . '.y'-•_.�.+..."�"r... r \\ ' _ i A 1 •! �� ;y a i `� — ------ — — - _ —__.____ _ _ q©�- c� ' qp'_o� _ _ .._._-EC3iST#NO RIOx T` Off" �r'1� - Nv A NT _._------- -. �1�j I.S.(. 1 c..��t �•. , Ir S►�E I �.1 V — �..—�- _ _ _ - �.•�:�� r.1u�.a �•� .r _ �� . �� _ .� �� , �� r.. ^+w! �' '_' �.-_._.. ._ ••r• ��Hi 7 4 - .._-___ .... -. ..".. -. .1 \ t �^s+ �i '••.'� I V,_J __ CHAIN LINK FENCE _ �.� - - r.s - _- ---------------- - . .. t 1 - - --- _ / w _._.�- �- ___. .._ ___ _._. _+---,-----.-_:,. _.. mow• �+►+ �. _ i - \ - �}, %-------------— _ i PROPERTY LINE f+ ar i�ww.w !M, 01 , N\ \ '' _ - _ . - --- w� j _ -- - - - \ , Z_ SNOW N A G _ -- TO 'J - __� _a ° N E _\\ e i /.y`� V 1 __..•. �' } AREA r_ r' _,,. .. ` \I 1, r! 0. " - / " I / 1 :• T FARK !'4,C; . _ -'t_ - - ,• 8 PARK \\` `� I I I IIt ...._....,,�:...,::__ - -- -- _. __ ._ . _._ --- "- - --- _._..,_ ---._..- -- - SPACES ,OF'F!•r K!0'�NT F.-, t _. �L , �} i •�. - '� =,/ter' __- . _ --__._-__.-._-_____.___ _ ___.__ _"_�_ -- !` } TUR 1 l (3 F F , .-" -, — . - . p _ __ _ _"___- - --� _ _ .., _ -._.._,- NEV;N L ,tr' t,�.N. t;. .A. F!X ESE + j �� + t!N T E D �"r�Y L. I 1 __ 6 MO �. Ate,. - 0 a _- ___---- s I 4O'_0 t _ �D. FIXTURES i ' �' ' . . -- - ✓-� - y _ / " i1 -� _ - ,\ PRO p'c� �M� { _ - NEW lG =�," *-\ ��,; 3 P I 40 5 ' : L � \ ; `�". r i - - S 4 R SFORM _ -- �:! jj ��C�;��7� 1-I �14� ' TO A u E B t3 L I hV!.T' - I I ! _ _ ER P kp - -_..,p._" S&*_C\ r+ - _ _ .. _ �� j p• c ; \\ 1 f ////11 IJ_/ i �.... -. _ 4 , Y *\ 4 �I k , �� -- t }} } � I ! I ___ r , �-i — =- - ,9 At i . 1 r. J. 119 --_ - ` ` SLIDIIv� hAE T AL - L. ✓` �. „ ty �► _--•,. _- SECURITY FENCE " -'1 { - ! . �, 50FFIT IUIOUNTED H.I.D. FIXTURES _ __ _. - -- e - t Q 1 ,� ,�+, ` �- , .4:. .. / A MENT` 'r "- -._..-.-...__-•+•rte'... ,) . I . I . .. t }HSC ' �lk _. r _ ( .. (� �i•�.• . i / - D _ n A !, ," I V .. r N E w c a __._. __.---"-- T f� V I A. / �.1G. / -� -,.--------- Yom•_._.. �•,,,,••"""'.`� s. _ �r_ ,t S 1 - \A'! IN'.. . __-, I I \ *1'I 1e . 4 I ,r � � e s t r ` • :,r+ � .r+�'' 'a� <aC �JE€� .'WATER. E€. EC., ." ,� \ � � � :; !�Ei Q� ,_ I \ ., C \ 1 .' i y , ►; tc TELEPHONE LINES TGti BE rte. y . 11i Ir `., • N � 1. ,\ � ` - -" LINE OF CONSTRUCTION CASEMENT - -----" i � � lT . � _ .. 4 j • J Z I... . l ',,.y ��. { 1 i j 4._ ._ _. t 1 1 . -..�.,..+.�r►vr I * .. .' L�� i► 1 TED V t i L Y 4 � E i ♦ / I 1 1 i - `max: ` L N E SE n N F L / ..s i.. O I , ,.... '. . - ., - r'�Q NT ST ♦ \ i _ . 1 - .� - • -' `.- ` I I i' i F I 1 1' i i •...w • .�.�-.�r :•• !. r'�r \ ; 4. 1 ..� _... a _ � *T;!,;,A + ��"..�'., J t;..• O �. \ I Itt . r ;*e t I f 1 1 t ..�•aaf - i.,.,A. .—-—i� . . +r 'j;. C * .. .. `, +mow . 1 �a. i O . l \\ I . .�.....} ..r \ -- \, �, ` •`L ! • '• i ( :. - i ,J •-�'f7 r-tat_r ■-��.r-.-rt ",` .. I s /`t .' �1 .-� _ P(9Y - P 4 IM F_'-JN 0.Q( }t1 1.x.''3~ S _ ".----.e i�._.- '�` �., �r \_7 • '- 0, } V ! 1 w j.. � .a�r .-.. .a+. , r. . .e.. . ,.�rte. � r-> ^ to G `/Y i� : _R, _R_ __I------'�_ _ ..._-,_.,_-- 1, �, f , ` �______�'!�z A"'_-' �•- �\ -7z s ` � r ' - �- - '�. \ '� ice-. . . • .--ti�f�r .+, �.J e .w Q ,,._._r._.1 —.__--i" � _ __ .r i0r t� ./ ..,St. r - '\ .� - _ _ , I 1J �t�..s �--- t r -- � r �T . • p 4 .) r - , ;-� 9 ,O .a. _ iiYP':'�Mt, �..- , r> - I� 1�1�� li Y �Y'F '_ . ',. - o �- •- /V Y tie i �r. I ,_�_ �' \ r �. _ f I �• `� ___ t SN �L't � , ORAGE AREA / C, 1 _. \ i f.r \ _-.w. , t • r , •• �� t .__ ._. -_. - .,1..~7alll rr w......�-'�'_ [-• N' �/- _- ip� ti\44X' / ` • ! . w .� ,. - - r L A T f d: _/ ._. ''ice„_ (r P (' • r 9. �V -•'' , ��77 { �^�L I I- ATL STATE PROVIDED CONCRETE RETAINING WAIL -= �� ,s� 1 \�� - PR c FORMER PROPERTY LIN EJ__.i -___ Z PROPOSED CANAL RELOCATION WITH 1 ` HAiN LINK FENCE.,:_, — -• - �� 1 _„rw - _ - 0 CU ,. - - -_ -17- .1` -. \-1 --T . `_ \ - `" _._ - . \\ ' a. f ,� .. F ..ilii" - -�.,,. r` --------I,— " ' I . , . \ 1 -� r __=- _ -r--- _ _. _ --- --.F - 11 :-- // F®R M E R L©C A T I N FCANAL -1. I. -•, moi: 4 -- -- ..� - _ - i _ �., -'i` ---'-"'-'. - --,"-------"-_....__.___... ... - _-••....-- - �•. ..;��. t`�1!1! ) t —.---- - - _--r------- __._.__ +"...- - I - --- �-.ice/ - '-__•- •^-+ \ «,. - x � -�-- arco/Jrek. �_ _ - _ -.----~-_ ,� ,, ri; Partnership + - -"---- - - �____ . - __ - � _ .. - r' •--- r . ,. - - _ _ " � _ _ _.____------ - �_ _ ��y 'Architects "----<. - s >___� _ _.. r__�-..�_r---- ---- _ � I . - - , f_� Sa em t __�-T ___.___._. /� _ - -" -0 -+'' .. ..._� .-__ _ ---_- - Project Title. _._ __— `" i *"" VfI` r" * -_ I - 1 ,- 'r, 1 . ,f - Z�'�' 1�7 ;�;f! BRID . . - '11 1;1'1f ..- . . of sTREE .r-�- - . . . I 1. IL ALLIED L MBE — ,. : . I I . I, ' .' i i . . 1 .1 --1 . I . 5>P _ ` . n 1=0RMR ��CA rel �� 'x . . iI I - I I r - - __ I . 'L . ` i >. . .« , .__ ___ __ _� "_ --- - RIDGE ' Cent: -- , E3 �.�i ;. � - - - STREF _ • Allied Realty Trust ------ ---"__.__ _ J __ _ _ -- - %. RECAP' . V, Street - I _��__ - „ DENSITY RE��UL.ATIONS. � VARKING REE q - 67 Flint ,. --- x _ MIN. RE©. PROPOSE© _ 47 a Salem Ma. ' o ia' ____._---- ._--_-----_ -_ =_ -' __ — -- . -_ _ o f tvehicleT t i w B 4 USE !N AN ! Z©NF __T- One ace or a company . , !e -- , Sheet �e: . , � , t - - �- r 8i,, + plus one space for each two etRployses , - . ,� r inimum Lot Area (sq fi ) 6 000 68 a-1 I €< �' plus one space for each one thoWsarid ! - + It . s , . '_ 7v� of g oss f loo exctud� g • 1 inimum Lot Width (ft . square eNt ITE ALAN e r ',;;. L#'-.j" ' .�. .c' storayef area . A 41" I 60 d4 r r n '�,_ " • ," P ximum Lot Coverage by All Buildings $0$ _ 45% x-: 1. v. N of company vehicles 3 - " ,. �` _ _ inimum Depth of Front Yard (ft.) - 4A� ° .. ...,— _ _ . _ N of rr�ployees 2E� ` ' Scala: Shut No: o - - - 1 18 1 -0 - -- - •_ --' i n i mum 4l i d t h o f Side Yard (f t .) f 1 b lei Dot*: / S.F. o r�tai to Ing = 6,500 S.F.S.F. f - - . ' _ '- _ , ; ; - , 4/ 1 5/86 r - t is-Gk a c t / inimum Depth of Rear Yard (ft . ) 25 N of F�arf:ing spaces req . 19 .5 Drawn By: L 1 w j1. l . 1-1' 1. s s �o� No: 11186 s _ N of parking spaces provided �+ + 80 �, '� ximum Height of Buildings (ft. ) 45 ,i \ . . I . . -I . I ._:" 'S q ximum Height of Fences/Boundary 4lalls 10 10 T! " __-_- _ - -- - _ -- ^-` y �. T �1 ` I 1 II BRIDGE STREET ROUTE 107 NORTH RIVER CANAL -- BOSTON AND MAINE RAILROAD MASON STREET OAK STREET PROPOSED RETAIL BUILDING FOREGROUND TREE AND WAREHOUSE ; JORDAN SQUARE r EXISTING BUILDINGS ;t ��0 - - �I -- [ a v. I O.• SECTION THROUGH FLINT STREET WEST ELEVATION DeMarco/Jared . f Partnership Architects. 223 Derby St. Salem, Ma Project Title: ALLIED LUMBER Client: Allied Realty Trust 67 Flint Street 'Salem, Ma. 4 Sheet Title: SECTION THROUGH FLINT STPFET Scot*: Shoot No; Date:6/ 17/86 Drawn Byt - L�3 r 7I a FLUORESENT EDGE LIGHTING FOR SIGN FIBER GLASS CLEi STORY METAL ROOF r METAL ROOF J! ' CNV tj1EW0R �LUGrl�,EA-�64-41 'NfbA42, 114-CAA�IEOp N'i0 6PCOto F!�bODCI'0"' _j - - I I 1 ; .T. 7 T i1I1 r. ::.,�r�t�,t1� ; I I 1 1-i r T 0 - - _ - ♦ 1 1.< < 4y -- -- - ---- - - f t — - • FLINT STREET w' r ail f i ....,.,. -- _.._ �-_-._ -• ..-r_-. .. ._..._. _... _. ..._ __..-- ...._�.-._._._...._ - ._ ..._--......._._.-...r««.rem.._.., l ._-�_..,._--+..-_-... ...-__«.w..r-�._.-_. _. ... _.-._.-._- - - .. SnFt~ I .r MOUNTED, LOW SODIUM ., t--C.M.U. , LOWrAL .._ _ METAL PANEL L PACHYSANDRA (TYP i PANEL NORWAY MAPLE (TYP ; H I D :SECURITY LIGHTING . STuRAGE BUILDING RETAVL. BUILDING SOUTH ELEVATION SOUTH ELEVATION 4 r_ CHAIN LINK FEN CHAIN LINK FFNCF r - � rC i - - - —----- - M --=1-4! - — ---- 7'-0' - --- __ =_- - - •-- BRIDGE STREET — —.— _ - ---- FiN. FL. EL. 1 5.2 5 --- •1 BRIDGE STREET - .. 1 - 100 YEAR FLOOD 14. 7 r - ----- . - -_-- _-- -_ _ - - _ - - - - - lJ -- — LJ:U -..___. MEAN HIGH WATER g•e r y I - BA&M. • RAJLROAD PROPOSED NOR•Tt-1 L— SOFFIT MOUNTED LDW SODIUM -- PROPOSED NORTH L. LOW SODIUM H.I.D. C.M.U. LOW SODIUM H.I.D. PROPOSED NORTH RIVER CANAL H.I . D. SECURITY LIGHTING RIVER CANAL SECURITY LIGHTING SECURITY LIGHTING RIVER CANAL STORAGE BUILDING RETAIL BUILDING RETAIL BUILDING EAST ELEVATION EAST ELEVATION WEST ELEVATION - DeMarco/Jarek Partnership Architects 223 Derby St . Salem, Ma Protect Title: I ,= - s - _ ALLIED LUMBER CHAIN LINK FENCE r 01 J t Client: - -- - FLINT STREET ; __ _ --- - -- - i --- - ed Realty Trust A li 67 Flint Street 40� -0" (TYP.) Salem, Ma. i NORWAY MAPLE (TYP.) Sheet Title: RETAIL STORAGE BUILDING ELEVATIONS STORAGE BUILDING RETAIL BUILDING — s""� `�',"' No Det*: 4/ 15/86 WEST ELEVATION NORTH ELEVATION elk Drown By: L - 2 - - � J,,b No: 1 1 1 8 8 . _ r_ . _ T . . _...... .... - /f } t - �: ^:,�: _ I END. �• _ . E _ , --- \ ' \/ . * f --/ t i r J . •« . >,20 q .8 Caliper NORWAY MAPLE ' ! _ GROUP dr`READAFFODIL CROCUS DAYLILY CHRYSAIvTEIEVfllC`9 4 . ,__ Y `� .- 140 �.C.. 44 � a L00 5f s0 lis is 0 • EXISTING BUILDING �- ON ADJACENT LOT .� . . ,,,,� � � 25 sf '�., ?S 20 0 � � ,� e` pACHYSANDRA 1 -O. O.C. _11 . T r J _7 -:�• . A `_ . - __-, -1", * \ , . 1 . 11 . , \\ \ \ \ 44 _I ---_ _ __ _._.__.. ..._.-.. .L-___-1__-_ T --- - - __ - \ _____��___ BOSTON & MAINE RAILROAD__ \ \ \_ .g 4 6 I 6*1 I I "- \ t \ �- __ ___ \ �Np � __- - - -�- - ----.._-_w ,�....�...._•�_- ___� ___ ____�. . - - C4� NQ� ;, _. _ -__ , ,,� _._-... 1 _ It _ ,� w_ _ ._--- ._ _ . -__ _.--. _ ... .- - ... ---- .- .._. .r I -�' __ NEW E A S M E N T \ � t �Q J t 1 --•• -._ _ _ �.- r�.r��a — as -- . — — .�� w — — — — --a- �- — — - _. __' a----aa•aa�•a _. , TpXt� !�A ..® — - -- f �a-a — •��. �' �-s. a- a- --• ar---- -,•+�-a----------..a a-,•. ` \ 1 i 111 _ -"'r-'a•.. _ �, CHAIN LINK FENCE --------- � - --- - - I ---'---- -p �.. r - %..� " " -i `- EXISTING RIGHT OF WAY - _ . \ , , i __J___ E X �` II F----,---,—F __� __J-- T T �__�_-____J i __ PROPERTY __- -- LINE \ "\, /01 L_ 11 t ---- , 1 --- -0 _ - ` - . .#A\ y �_. S N O W STORAGE i i _ _._ �, _ ---' �� - _" _y�1„_... :; , �a,�.r NEW ,. ,. \ AREA ___ I ! { - _ _ +•..,. _ __ ._ D _•- ,C'8' .H. \\',I '. --� - ! J .ter--.. - , . FIT _ _ O I/ / + � I NEW C.B. ____- . -"`" .. '� 0% x %, % - I i I ' -� ARKING - 6 PARKING .a �\ S,\• - FD 7P � . I CE SP 0' `; '� Cj SPA A _ . ;( , \ ti -_ - . S _��- - � CES 11\1 - , A —j �--- SOFFIT MOUNTED - `' `` 11 ; i , s Y NEW ` .....• - ... -- _'.___`___'__:wL'_,...._.-M,_.-.._. ..,_._.�..._...a--.r......w-_-a.» _+._-+ - 1. .. O _ _ . _____ —_- F F ..—.-..._---_,__---__.--_-- _-•.-_'--.---—� __._._-,_ ._ -. . y.. ..,. .:..,,.. . -. r.._�,r_ -..,..-__ — Y M H. H.I.D.H.I,D. t I 1 � FIX U R S r ..--�-�-'" �. 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I r 1 � � / NEW C=B. __ v � +_ ..`•=- ..-.`. ..r � � �- u "- 0 DEI•!�3RO �� \ - _ ,�v#: \ , `� Tc 1� ,, p �3 �, 1. ��_NE -CSP � wP - \\11 __1_1 , r r.`:� .. $. . � ._._ •• i ..:- LEC �•� A T -; •. ti ��'': Q i TEL l- , / ! \. r`= "f: , �::r ` { �~ TELEPHONE LINES TO BE /' �� \ i 1 , , t f " a u: -° LiNE OF CONST UC N EASE EN _ -- _ _ - �,' ECTED UTt Y z - 6iDla a T - ,, - ,'t . , r f`a - -7 _ (4) T6.� T O E1. r CONN _ - a y l - _ �- 11NES ON FLINT R TtU M . 1. 1v " US M t .. . . I �1 . �3O T ST r { i 4 4TFi # 1 I .• a s y: - -�. , 1�,- '�' - - i a 1 i I • a-AW--.MMa.a.�-,.- ••a-. — .s ,� � ,a �to - I ._,-r.._ ..,., _ i 1 i 1F { ; , 1 3 1 i f .ate=.r•--► , f - .3 ,t � _ C� U �� \:. , 1 -�+j— -�� '�' t . - -�- �-- (► Rid PoP` , N - -- cpf NooP A . 11 I \ I __-e \ - 1 : -» - - , t do . \ - - _ _ 11 I ?4� _ ` ' aX S �� ` r �`�`� , ..,:-.a... �q . � 'tet '(` f��'�' ...--.- . .i 1 ?kV✓ 4 - -"r ..-..-�.a_.a-. ' J v yri �j}� 4 • I __ Y o • I ,,, 1 G z- „�.+.' '/ - %• , � t �, -,.«r ,, i VSNOW T 1 v V _-- w tr , . yy k . ,� S ORA E AREA y o �- r1 . _ + �s -- - , , 1. , � 0 + 40 t. J t iC_ % +/ 1 U _ + ,, -Z . - _ f: ._ 11 .,. I,+� '••., My Zas, 4r. �. r .::yam y ^, ,'� ; `\. as - ' l , I 4 ` , ..-r•".- -_ - . _\> v % - - ., ` .:`' \.•� CONCRETE RETAINING WALL �-_- ::• r •; p ,, �� STATE - a-� PROVIDED x.. s - t .�* r y -.: - - --- -- R R PROPERTY LIN _ POSED CANAL RELOCATION CUR FENC ,p-- Y , .• . .., : -- PRO WITH 6 - 1 0 N N � . s GHA E �.� - • (rte_ g M /++ n.. _ ,> _*:'�i :; h:,v -11 .{p.� n .Arra / - OK, 11 p �'^-�.� �-rte._,.. 111. 4. ,. .. ,, `+y _, ate: -. - _- - z - - 3r- y y. .f ___ _ ,�, " � _� \ -. .. ... ' -- 11 I . - ,, . _.-.- ..�.�. pJ� . ti , - - ,- -r.___-.._ , -_ I .. '.Y res..:. . A- .. - -._...-•r.,_ -. a+,w-e-.,.+ ya n - } .. :...:, .. .. ._,_ VA, R _ �~� - r. _ _ _ MER L Tt , OCA ON F ANA _ _ O CANAL _k_ \ ., ,. ..a.. - .: ,,,4' -.. .-- . _ - ..._-__ r-- _'._-.--..._..- .. nla,a,y�._.,..s,.....�w.w._+w:w.�"". .. - . 1. t�. A _.._ -._ I 1. s" ,e _ ....-.... - 11 >,:. - s i:`,- .�„',” - t 1.• - ...-_._. _..-_:,._____........._..-..._. ,. __.--.. _ _ .. ... _.,.r ...�M +...+:+,mow... ......,..- �-•.. _ --_ 4 5 It _1 - a ..- - _ . _ 1 :, r, ,-T'. r..-':. �'.. - . { - e+-,.wr+-•+.n•.wr-•+.w,•w",^...�,_.r-__-..^. . e . ^. , _ - arc re , _ _ __ Ill, 1. 1 . _.._ a_ .-,� �;,. - _- , , �� _ti - .ji - _ p:, N _ vt� x' I I I �~ Partnership ,� . �„ r.�--- -- _ — - _ _.__ _ .r_,. , ; - , _.____ ,__--_.._- ,.•,.,,--s.•..,,...,•.e_�.,,. - _ S t. ,�., _ __----- _ Y _ w - e Derby Ma _ --'' S a I m /; .�, __.__1._-___'._.'_____ �------- __ - _ --- ---- 0 , 1 ♦ (� f Ste. � r I - . f ..r .1 �� M'••'� C' Project Title: r c e _ -.-_ _._ _ . ;. -,___-- .,,._ - ,. '� _ _ � I. I-- - .. _ - --�--- _-_-__.___ - _____ _ ' —1 ., . r .. . �- LUMBE." — . . . ,� ^ G STREET ROUTE 10 7 - --- - -- — -------- � �_._ - _ A- BRIDGE y., __. I I . --''' FORMEi LOCATION OF Client: I' ,: . �./// V . ' _..._. ,'. -- - BRIDGE STREET 1 - ._.. _. - _-_ - Trust _ _- _ _. ..� Street .._ -_ _.w _-___ - 11 RECAP �,,...-.... DENSITY REGULATIONS. • ' -:PARKING REQUiR-EME� - 67 Flint St ._..-.--- . N Sheet Titfe ..�• MIN, REQ. PROPOSED - B - 4 USE IN AN 1 ZONE. Salem, ---__-__-- -___ _. _ _-__-- ---,---_- � -. .. One space for each company veil�cle • inimum lot Area s .ft. 6 000 80, 456 - plus one space for eacl+ two employees , -----.- �` ` plus one space for each one thousand . . •I I .,.- -- ___-_----.-...- inimum Lot Width (ft.) 60 64 . square fe�3t of gross floor , excludir,y r SITE PLAN , , storeys area . .• � •✓" # � 1. * A. r ~ IV ximum Lot Coverage by Alt Bui Tdings $0% 'OSx .,, I .. _-._.. ._ , of company vehicles _= 3 . - is ` r r SCSW Sheet NO: f � inimum Depth Of Front Yard (ft . ) '�o * �� C (� _.__♦�- • �, ' L 1► . - _ - __ -._.-- ___ --- ----_..___.--_____ - -. - 11 , �y V t M of employees 20 _ /" . • . . _ :. t _ Data: - - Cv 3 _ , J _ � a SF f t '1b din = 6 00SF. f , . . /�� j. / inimum Width of Side Yard (ft . ) o re as uil 9 �� • � " �O 4/ 15/86 /' - �. _ _ \ f inimum Depth of Rear Yard (ft. ) 25 3© ' �+� 11 I- r_ �''%. - `,.�!` r M of parking spaces req . 19 .5 Drawn ,%, - 14 ximum Height of Buildings (ft. ) 45 i 65 M „ - . - - 1! of parking spaces provided 9 t 60 Job No: 1 $g ximum Height of Fences/Boundary walls 10 10 - % � - T . t P 10 .1 I - . I - r IN . I . ,,,, I - - . I . I" 'O • 'LEGEND: i R \ A 20-- 3.5" Caliper NORWAY MAPLE EXISTING BUILDING _ �\ ON ADJACENT LOT - - �' 1- PACHYSANDRA 1 -0" O.C. \\ \ ---... _� -- ..-... •, BOSTON & MAINE RAILROAD ` SOOQ . _. .�._.__ - - - - � — _ — — ------ NEW EASMENT CHAIN LINK FENCE _' — ! -- — — _ -- ------- 1 S T i N G RIGHT O F WAY _ ------- - o PROPERTY LINE o 01 61 �- SNOW STORAGE _ y _ "_ E�M4 C \ AREA _ _ « .. NEW C.B. ---''' o - D 7 PARKING ♦• 6 PARKING lc� - — _ • E _ _ —_ - -- - _ _. _ -- --- .._ _ -- r' , .__...,..._ .._n --..___.._. . - - - _ —._ ! � / I �I 1 4a. „0`• � fSPACE,$-- ' �1 . • - SPACES -�\ \ D� _ OMOUNTED - SOFFIT MOUNTED M.H. H.I.D. FIXTURES %.M.I.D. FIXTURES • �� \� OPP ♦ , II j .• -�� NEW S I t STORAGE BUILDING GN. 'f I , J SLIDING METAL .o0ov- \ � — SOFFIT MOUNTED N.I.D. FIXTURES _ + SECURITY FENCE ' - - . '- � -- - - - - - - - - - - - - -. - - - - - - - - — � - - -- - - - - — -- ` — '` XONSTRUCTION �!'\ ♦ ENT D - a �f�---- � E A S M D D D NEW C.B. D � _ , -- " t` rte___ •'� � � \� 1 ♦ C NEW C.891,- _ _ / _� + .- _..NEW SEWER ,WATER, ELEC., \ ! \ •� ' % & TELEPHONE LINES TO BE � � � j.,..,.• �'''`_�••�' H f�N'�t E C T E[� T O UTILITY ,.-�- ' LINE OF CONSTRUCTION EASEMENT -- -- -_ � - -- +•'_ " �• _ — . _ ... �• "�:� `i +'"�Q L 1 N E S ON FLINT STP T t • I % .�. — . — . _ . .. _ . — — — — - . `� '° -� _ CHAIN LINK FEHCE-. O �rr��' y i � •.� / '. . � .. was.7i r. . i� p• r • - �'�• i _ , r . ` w •1 / . .—. — �-� 411 -———-—-—--w. —l r- . i.- G , .lam + ��'r:F _.- � 1�!,r�' -"+E � � � / , • �� ♦ • � 1 +*-�-� � � • '\ 2> \ '_--TTT 10 _. •� - - a _ o o — - ' • . ' _ SNOW STORAGE AREA / \ 7 T _! .. s- 1' X. STATE PROVIDED CONCRETE RETAINING WALL --•-"'- " L_ PROPOSED CANAL RELOCATION WITH 6" - 1 '-0" CURB & CHAIN LINK FENCE. FORMER PROPERTY LINES _ / FORMER LOCATION OF CANAL , 00 DeMarco/Jarek _ Partnership Architects 223- --_ Salem, Ma Derby S Project Title: - 1 , ALLIED LUMBER BRIDGE STREET ROUTE 107 - FORMER LOCATION OF Client: BRIDGE STREET " ......... .. Allied ea y Trust - -- T RECAP : DENSITY REGULATIONS. FPARKING REQUIREMENTS I 67 Flint Street .. B - a USE IN AN 1 ZONE. MIN. REQ. PROPOSE© Salem, Ma. - -- One space for each company veh$cle Sheet Title: r S — • inimum Lot Area s . ft . 6_,_000 800 483 plus one spaco for each two employees , plus one space for each one thousand inimum Lot Width (ft . ) 60 44 square feet of gross floor , excluding SITE LAN _ - storage area . �iaxlmurn Lot Coverage by All buildings 80% 48x' N of company vehicles = 3 inimum -Depth of Front Yard (ft .) 40--i-1- I N Of et^p1Uyg95 = 29 Scale: Sheet ku ` 1 / 16 1 '-0- inimum Width of Side Yard (ft.) - I S.F. of retail building = 6,500 S.F. Date:4/ 15%86 S O ± j. { inimum Depth of Rear Yard (ft. ) 25 \ L„� N of parkine g spaces req . 19 . 5 Drawn By: 38 ximum Height of Buildings (ft.) S __- N of parking spaces provided - + 60 ,Job No: 11186 + ximum Height of Fences/Boundary Walls 10 14 I E. ` !Marto• Jarek Partnership Arch'ects & Planners LOCATION OF SITE 223 Derby Sc. 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O --�,� --main ___- ---- �- �r 4v�� o� ..�- � T ��, •c � NEW E A S M E N T �,S \ (I t► 'Alt _ '' A • - -' . ------------- `� ' t. iAX� *DiA UAT�uo I I -cit " SNOW STORAGEMM IIra ma {.. AREA _--- > - i _ A\ - PROPERTY LINE '�'' e Nom. \ • ; --..__ ,7` - _ - _ - - ; NEW C.B. G - PAR . -- "' I(I N PACPARKING OFFIT M �, SPACES Gf.-.,• . .i D FIXTURES d HrJ �_. '�ySOFFIT MOUNTED i 4O O - Tp S RAGE BUILDING _ - __ __ _ __ • .I.a • . FIX TURES SIGN - ' --- R�S �" E PAD r ' -F {M � - t __. _ . _ __..._ _., _ ....:.b• _:-- ._ --- 1� N 0 , v !� — SOFSLIDING �:�► -. � ' -, Q _ . A -- -- FIT MOUNTED - . .- TAAus Min ,� � � HID FIXTURES METAL � SECURITY FENCE R �. , o� , • , _ .a • v _ NEW C.B. ,.�........-..•� - ,,....,:., •,.,,, s- o .. ..__ / ' _ j _CONSTRUCT {1M y� t NEW 1I1I" ASM C.B. _ M- - e �� Cu�Tp�nt�laid�i i INE OF �. CONSTRICTION EASEMENT -- - _ 4 �►- -� ` f i + ;\ ,_.•,.. •_ .••w^""ter-".._-' -- _• . 4 `\' -� �... _NEW WATER ELE E C - \. s / TELEPHONE LIN SEWER ES BE ',1 ` •`•� ---•—•-.., """ • ,• � O!+ "' � CONNECTED \ - _• — • - _ LINES LITY Tb* �- _ ♦ ON •"� S . —... . �f • — ♦ 7�_'.-�.' •Ertl•. . mobs••Y7 ■�.•7"=-•.�.-1�-- , . � \ •/ —. .—. ._......_. - - -•- - - _ _, ,_._ .~.Ap.. .�..� A4l�/j ,r FLINT A If/ - •r-—-—-—.�.•-—-—-—-mea-ee -•— -• •- _ u _ V ��j _�%��' \ ! ' _ _ a' � • . . _i __. _ \; � _ ar. .lis erm •-r.. r� ''` C r- - ` t ` �' �t U , - - o / 1 "tom _ - _ 1' , rO . y � .., • \ ` / �R�Y" !i - `� e, ! ' \ L - _ -".__ �,; a^ ,... 3 . • �', _ _ ... _ -rw-war '-ti ti ��'�- , •` o . : Lam• - , �..._J t� - � 1 + A � - �__ . t �.- — — rte+• - -e. �•.. 6-.._-.._� \•- _ ..� • - • r �� i d 1/ c � .- • - .,_-•". '-� - r/ - - { \_SNOW STORAGE AREA M-7 � oUp 8 - PROPOSED CANAL RELOCATION \�'- STATE PROVIDED CONCRETE RETAINING WALL \ WITH 1 -0 CURB do CHAIN LINK FENCE. FORMER PRO rt t PERTY LINA FORMER LOCATION- _ _ - - - _.__ -_.---�-....—. .-x,�••,--- ANA f , - DeMarco �1Cir ek I h .,i--, ' .•:- .._ _,,...___...._... -.,-._-.__ ..,,.-..._._.._.....,.... . ..+amu.-_... ..-- _ ,. _.-,_-. . -._-..__.. .... _. .--_---_.-_._.__. -- _-._ _. ._ _ _.- -.. -.—_____ .. --_. _ _. .._.. .. __.. . __ .fir. - - Partnership' . - Partner � - - Architects 223 Derby St. _p Salem' Ma So WATER --.,. '. ._.__.._..,.. .._,. __---- __. _..__.-�- _. _...._- -. -,. _ •.• - Project Title: BRIDGE STREET ROUTE 107 - - - - _ 4 ALLIED LUMBER F MER LOCATION OF tc BRIDGE STREET Client: r - RE AP : DENSITY REGULATIONS, Allied Realty Trust PARKIN `� G REQtI1RF�IAENTS` 67 Flint Street B - 4 USE IN A N I ZONE.N E. MIN- -------M-••-•'-�-, ..- --n.--�._.__ - - ' - REQ. PROPOSED _ _. .._�__.._____ Dire space for each company veljcle Salem, Ma. inlmum Lot Area s ft . 6 000 80, 45$ plus one space for each Lwo ety,�,•loyees , Sheet Title: Plug one ,mace fUr each one tlusand inlmum Lot Width (ft.) 60 _ e4 - square feel of gross f loor . a ciudirjg storage area . 459x; SITE PLAN ximum Lot Coverage by All Buildings 80$ • N of cunipany vehicles = 3 inlmum Depth of Front Yard (ft . ) 401 q of arsployees = 20 inlmum Width of Side Yard (ft .) - ' Scale: Shut No: -- 1 / 1 d� 1'-0' S.F. of retail building = 6,500 S.F` t `` f Date: inlmum Depth of Rear Yard (ft.) - 25 SO � 4/ 15/86 M of parking spaces req . 197 - ximum Height of Buildings (ft.) 45 i6 Drawn 13y; L MW N of parking spaces Provided # + 60 ximum Height of Fences/Boundary Walls 10 10 4 - - - _ --� - _ _ ------- Job No: 11186 a_ c I �1 I�l Y�f�.tn.Dl[,w X11#V Qfu1Pm, �ttSSZ[Cl�use##5 2 •. p^� :/ Ifo _ l I-Hanning �Dttrb ,,J ? 111111 V (One "'liArm Grent DECISION NOV R tc DM 1Q1 November 8, 1985 FILE 4 SPECIAL PERMIT CITY _-_L;.; !+3gS WETLANDS AND FLOOD HAZARD DISTRICT Shetland Properties 29 Congress Street Salem, MA. 01970 r On Thursday, October 17, 1985, the Planning Board of the City of Salem held a public hearing regarding the application of Salem Suede, Inc. , 72 Flint Street, for a Special. Permit under Section P, Wetlands and Flood Hazard Districts, of the Salem Zoning Ordinance, with respect to the proposed construction of a forty-four slip marina adjacent to their property on Congress Street,which is within a wetlands/flood hazard district. At a regularly scheduled meeting of the Planning Board on November 7, 1985, the Board voted, by a vote of six in favor, one opposed, to approve the application as complying with the requirements for the issuance of the permit with the following conditions: 1. Work shall conform to plans accompanying Wetlands and Flood Hazard Special Permit application dated September 30, 1985. Plans prepared by Sasaki Associates, Inc. , dated April 8, 1981 . 2. Work shall further conform to all conditions set forth in an Order of Conditions approved by the Salem Conservation Commission, dated October 24, 1985. 3. This order does not grant any property rights or exclusive privileges; it does not authorize any injury to private/public property or any invasion of public/private rights. I hereby certify that a copy of this decision and plans have been filed with the City Clerk and copies are on file with the Planning Board. This Special Permit shall not take effect until a copy of the decision bearing the certification of the City Clerk that twenty days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed in the grantor index under the name of the owner of record oris recorded and noted on the owner' s i certificate of title. The fee for recording or registering shall be paid by the owner or applicant. Walter B. Power, III —� Chairman dey U. S. T NOTES OWNER : SALEM SUEDE , INC. ALAN ZION 15 BURNHAM ROAD , WENHAM r 745-1303 ( DAY) 468-3741 ( NIGHT) OPERATOR= GUIDO MARSELLO 36 BUENA 'VISTA ST., SWAMPSCOTT 745-1303 (DAY) 592-8105 (NIGHT) TANKS: Number 'i Capacity 10,300 GALS. - Contents NO. 6 FUEL OIL Tank Construction STEEL Ij Piping Construction STEEL Cathodic Protection NONE ,Q Electrical Isolation NONE " � Q tV Monitoring System NONE Tank High Point I'-7" BELOW GRADE QTank Low LInstallation PDate 1966" BELOW GRADE • E 7- I SITE LOCATION: 72 FLINT STREET SALEM, MA I , FINISHING >' \ Q � r RIGHT O� r OFFICES r Plug C Plug 0 6 Domestic waste L on y Underground Storage Tank No. I R 9'-0" Dia. x 21'-6° Long � Transformers STORAGE T00L _ ROOM Hyd. R � � 1 • -- __0 W,A rim 14.5 �� Screen pit / Invert 9.9 Meter -- -- CrO r WG �-�� / 4500 5875 Pump pit Cr Cr D / 1 � 4000 z * MI"E" / 2 �I I� PROPOSED BELT PRESS i Cr fi H rSQ HI DE STG \n' / Prop. I AND ENCLOSURE I 1200 �'— WET rim 13.1 Pit I ' Invert 7.45 / gas Pump I tanks t r_ -o- .J MH Drim 13, 1011 S Wall 13.1 I ater Transfer Pumpl Invert 6.7 —o---E-------- _ — .�- --1 1 Raw Wastew I — W B rim 13.4 ° fume I 1 U. Invert 6.9 poled + �t4 hCausticTanks6PumP TI J V I ' I O - I ., Abe one I8" UI— ~ I Proposed SUlfide Oxidation s / t Tanks I - Mixer � _-_- I I Sludge Storage O I r PROPOSED AIR 1 t SCRUBBER 1 TAN � r£ .. I j chemical C' Dus1t I PROPOSED DUCT 3 y x 3 9-2-186 Odor Removal System Added EA Mi I S.E.S.D. 1971 Treatment Tank I peed box( a �I ' a I l , 2 5-27-86 Sulfide Oxidation System Added EA Rim 12.1 I Building Property Line _ 0 Invert 6.0/1.2 il I .• I--"-- 9 .b e Sludge Il C PROPOSED FAN AND STACK 1 4-25-86 Underground Tank Data Added EA O Moving Bridge I House Removal PROPOSE \- Proposed Pump L, I I DUCT REV. DATE DESCRIPTION BY • Edge of Bank Mixing Chamber t�.�---------_� -- _ SALEM SUEDE , INC. Sludge storage - - Ton � M.H.W. 9.0# Force MainSAILEM , MASSACHUSETTS _ /� ER - CANAL ( tidal ) SITE PLAN - RIV , ' NORTH Scale I " = 30' IPENGINEERING • TECHNOLOGY / Congress 29 . � g ss Str eet e Salem, MA 01970 Telephone: (617) 745-4560 Drawn by John Dick Checked by D. B ra m l e Dw'9 No Date May 1984 Project No 0135 1 0f 8 II I 1 I i i i /Z r0/A PVC 5T,4ce /O',4,BOvE .POOP I / / /5CIeZ1130,6-le �9ZICT;,000' '000' / / --- y < ieOL/ND100, BELT f'�PESS / / ENCLOSU�PE / /,2 PVC /DUCT P YC OL/CT / / / i /•Z RAC DZol S7- Yfi.9UST FAN i Nell -' F'-r' Col/z/oP CI/� O .PPOL/ND ONYE� SPOOF / / CD UEiP / CD / CO!/E2 5/DE OF SLL/DQE 5T02,4<:�L- TAN/t' PUrYlP i � HOUSE SULF/OE OX/DAT/O/V TA/I/K i / i N07Z-., ONLY CO/YlRVNZNTS OF Tf/E OOa,P CONTiPOL SYSTE�t�! A.P�" S,S/Oyrlii/. SCHEMATIC OF ODOR CONTROL SYSTEM NOT TO SCALE CE/L/N:.�' CE/L /Nh .9 � A ; /Z X/,2 iYIOTOiP-OPEP�✓TEp CDA/1ilPE.P 6=0 x 7'0"' 4TCf/ COV „ WALLN, E,C 4/-O OODF�- O'x 8=OP;V/ W/NDOW B 1B 3/4~PLY/wo010X740" 02 6 ,2X /liI OX/O,2 14111 TAW/C COVER 3/4 PLYA100,0(T,4NK COI/E.C) f'-LOOK FLOO�P PLAN SECTION C-C IAt 'B' C � ELEVATIONS OUTS/DE W41_L FELT PAPEiQ NOTES 314 MOO 1P__P 11 ; I. TANK 51110HN /5 5LUDIE 5TO.P,9hE Tf!/I K IV CO VEEP Ile-Ole SULF/OE OX/DAT/ON /5 ROOM 49/"ZNS/4N5 S//YI/LA/� ,45 SNOWiI/ A•PE (5 -CT/ON A.4 ONLY)- ,Z• TO BE OETEBiYI/NEp /N F/�LI� AFTE2 CON5T,PL/C T/oJV OF TWN/t5 AND /N5.9LL,44T/O �- OF C , PrPE55 /,2 NCpOl z P - WALL TO TOP OF lXzz 3 0 3,0 REV. DATE DESCRIPTION BY ''BOO SALEM SUEDE , INC. BELT PRESS ENCLOSURE SALEM , MASSACHUSETTS TANK COVERS - DETAILS SCALE : "_ '- 3_o A 1/4 I 0 SECTION A-A NOT TO SCALE ''�O•� `ODOR CONTROL SYSTEM SECTION B-B PLAN - PENGINEER114G • TECOHNOLOGY 29 Congress Street • Salem, NIA 01970 Telephone: (617) 745-4569 DESIGN BY DRAWN BY CHECKED I3Y DATE PROJECT N0. SHEET N0. BMP ETA WBY 9-86 0135 8 of 8 - _ _ U. S. T. NOTES OWNER : SALEM SUEDE , INC. ALAN ZION 15 BURNHAM ROAD , WENHAM 745-1303 ( DAY) 468-3741 ( NIGHT) OPERATOR= GUIDO MARSELLO 36 BUENAVISTA ST., SWAMPSCOTT 745-1303 (DAY) 592-8105 (NIGHT) TANKS:Number I . - Capacity 10,300 C3ALS. Contents NO. 6 FUEL OIL Tank Construction STEEL Piping Construction STEEL A� Cathodic Protection NONE A A SElectrical Isolation NONE 0 Monitoring System NONE • Tank High Point 1'-7" BIELOW GRADE S T p Tank Low Point 10�-7" 093ELOW GRADE � �T E Installation Date 1966 SITE LOCATION= 72 FLINT STREET SALEM, MA r J/ FINISHING >- - ` \ Q �Gv R G H T 0 `C l OF FICES Plug v/ I �. / Plug 0 / 6 onlyDomestic waste I_ r - - - -t 0 Underground Storage Tank No. I ■ ' R 9'-0" Dia. x 21'-6" Long TransformersT001 STORAGE Hyd. , _ _-- ROOM W,A rim 14.5 Screen pit J Invert 9.9 ' Meter , (�--" X WG 4 ! / X 500 5875 , Pump pit � Cr Cr . D / 1 000 E I 2 11 �i PROPOSED BELT PRESS ; Cr rig NO ENCLOSURE ET HIDE ST(j rim 13.1 / Prop. 1 A 1 1200 / gas Pump Pit I OWNInvert 7.4 5 1 „ , . tanks l , I ' R JWDrim 13. 10°S / Wall 13.1 Raw I n ve r f 6.7 Wastewater Transfer Pumpi _• �._ --..� � r W 8 rim 13.4 ° _ I 1 - U. Invert 6.9 pole• (ume - 14 d I� Caustic Tanks a Pump �1 I _ - --1 �o - 1 , Abandone 1 Proposed Sul fide aniks tion > I s Mixer_ ---- 1 l Sludge Storage Q I r PROPOSED AIR 1 I SCRUBBER l emicol (� Dusti TAN ucT 1 '" k i 3 9-2-86 Odor Removal System Added EA i I ' PROPOSEDE Mi I S.E.S.D. 1971 7reotment Tank box ' , 1 ry x -27-86 Feed 1 rI , 2 5 Sulfide Oxidation System Added E A i Q Rim 12.1 , Building 1 N" Property Line I 4-25-86 Underground Tank Data Added EA Q Invert 6.0/1.2 II t \ O Moving Bridge Sludge- t C (PROPOSED FAN AND STACK- flOuse Removal DUCT Proposed Pump . REV. DATE DESCRIPTION BY DU I Edge of Bonk ber g SALE M SUEDE , INC. Mixing Cham Sludge storage - Tank � _ HW. 9.01 '�� / SALEM ,' MASSACHUSETTS Force Main /- - _ CANAL ( tida SITE PLAN , • NQ RTH Scale I " = 30 ' .. PENGINEERING • TECHNOLOGY 29 Congress Street ° Salem MA 01 • g 970 ° Telephone: (617) 745-4560 Drawn by John Dick Checked by -D. B ra m I e Dw'a No. _1 Date May 198 4 Project No. 0135* 1 Of 8,, -lip ri i i PVC ST,4ce 10"4,50w- Roarw ele I I N �/4 ABODE BLD��.� / ROL//I/O1000, /,Z / BELT f:PESS /Z / � ENCLOSU�PE / / /,ZPVC ,DUCT /,2 O/,9 P VC OL/CT / i' N /•z PI�C DUCT i�S.�if'h'.gUST FAN Nell /,Z CO 1/EiP CO 1/E.P `-1' i 6-.POZ1M? ON , GOOF CD!/�iP / CO I/E.0 5/OE OF f5101. / � PU/filP 51.L/O(::j,E 5T02Ac�E TAN/f i //OI�.SE 5L/LF/DE OX/DAT/O/V TANK i i i NOTE. ONLY CO/1 1,'-70 /.E/VTS 0.4- f/E OOOR CONTiPOL SYSTE�Y! A.P� Sy0/ir/�1/. SCHEMATIC OF ODOR CONTROL SYSTEM NOT TO SCALE — CE/L//Ve!F A � � i A � /•Z,X/,Z iYIOTDiP-OPEP,4TEp N ,, I , D.9MPE�P(iY/.O•D) 6-O X 7-0X/, „ /1AT�'/1 CO YE,P ' /,2"1�t/ALL -�,�i ' 4-O X6-D F- )VINDDIV lel//NDO�V I NPLYlNDOD ,r- I /1,QTC/� COYE,P� z,X6, zX4,,� .2.6 x 7.O" ,4 ' DDOiP L - - - - -- -- - -- - - - - - - - - - - - - - FLODf� /1_00R 'QT/V/C COVET? 514 PLY/t/000(T,4NX COI/E.C) SECTION C-C .A. .B. 'C ' PLAN ELEVATIONS Ours/DE W,4L L f4 17177, (�j FTLT P.9P�-�E' NOTES 314PLYWDOD / THINK 5//OHN /5 SLUDhE STO.P,9hE Zf_ Ne z�6 C01/E.P FOR 5l1,11_/OE OX/D.qT/0A/ /5 �P00�14 O/rY/ENS/oN5 • 3//YI/LAMP .95 SyDWiV A•PE . /3-'O„ x /8,6„ (SECT/ON A.4 ONLY) TO BE �ETE�PiYI/NEp /N F/ELP9FTEle M.QD CONST,PL/C T/OPV OF T•9N/t5 AND /NSALL,4T/d OF P/P/N;• ,REIT A ' P�Ess C /,2 CONCRZ-rZ �• • - —Z X 8 f/NCf10rPz0 WALL TOTOP OF /HALL 3-03-O q ' REV. DATE DESCRIPTION BY �O•a SALEM SUEDE , INC. SALEM , MASSACHUSETTS BELT PRESS ENCLOSURE -- TANK COVERS- DETAILSI SCALE : I/4 = I '-0�� NOT TO SCALE -ODOR CONTROL SYSTEM SECTION A-A SECTION B-B PLAN -•.•�- .. �`�'`�— [PIENGINEERING • TECHNOLOGY 29 Congress Street - Salem, KIA 01970 • Telephone, (617)745-4569 9/IA6 DESIGN BY DRAWN BY CHECKED BY DATE PROJECT N0. SHEET N0. BMP ETA IWBY 9-86 0135 8 of 8 �I �_ .. I i Merchant ' s Nat ' l Bank I I 12�x 1'-z- - - toy1,y d Brick Stitt � a� a� 1 Story Bldg City of Salem X c 0 0)� P i I Old Post Office Peabody Bldg , Penn Reallty Co . Bldg ( to remain ) ( to remain ) i _ 125 Y ---_ Street Washington � b I --�� E D9M0 PLAN CHINA SQUARE SALEM, MA. SCHWARTZ SILVER MICHAEL PADNOS i{ ARCHITECTS DEVELOPFR t , Merchant 's Nat ' l Bank a� 40 � l - ! ' Iat r f i New CQ I dominium Bldg (~ - ; t 1_ T:i o. LEGEND .. � � IL ra�.TC vJ ..ovQ12 _ ► cTr+ __.. tP - _ Zt,t,t5 MVV MOUNTED iTIvE �- GT" WrrH Mc>��E t�►�vwlD c�G- _,-_--� _ t�C7HT F(x Ut�E, 1�J W ►,hpUhJT'It of City #JIL Ort Vc>F 1-r MOV, rEa ! 4v � W I TN 6(�-i G K- }Ll0'W' 1►.1G +A►.I�'',jIEc3N.rCT.f9'FNITX TVt — N - -- MvV N T}► 1G t-tB t C�1"IT Ji°N''-16�v i + , -VdUVD _ � c.c.s-rrN6ri5 t - — '(�JAWIT& 1'(�+M -- r--Nt.h1�J WITH i ; �d�?� t- VJcTti 4CLtiji-re. � I c�OUNr�c��Cr•- ' i Q tib! TT p . --- A000 A$QO •+..1 - STT►c6 aH A 2 JL4 l �aun+TA fe^v0- C"4 og �T�;fw r-�aP�JcE T��P�'� t, c (r � C'aPD,AC3E F'iNT�+°`�►GFi dome Ium Bldg 2.� �T�►K� enovq�'ted on I _ --- I bine Square , r ---- --- StreelGr-�`;. - -- 'Washing ton - - ITE PLAN CHINA SQUARE SALEM, MA. PLANTING AND LIGHTING r SCHWARTZ BILV>ZR MICRARL PADN08 1 ARCHITECTS DEVELOPER �a !. ivf j°*f r?.• t+si'3yK*`g •;, x.D •# — 1 i I � ! i I ' I Merchant 's Nat 'l Bank a� qp cv�t�ca vwE t-evE- hT ! PFJ 117 t Nc3 �N t� TEh-P-mac;✓, . O125, W 519 111 -New Condominium Bldg -- LEGEND _ �Ep1jjE?5 GG !Nep- - -- -- — - --- -- t--- ---P: G, G -- - I' Q ►�-,o f�?�F pt�i N GoMP�GTORAT + �' __�? `' 1 N - "` - �`r- - �,� 1 � / ! I �- �, i t Y of a 1 e,�. I o P. FD�NTE p Cat�v1�N'b l.Ev �;. W ot-WTD L ----- -- -_ . ---_ - -� I _ M^Fz- 5 � . r ►G I ' ^-T ✓(7V�iV P�><-1NG-r .D. / - - I J f�.� _ 3 �71� GFS ., ium Id R nov ted Condomi� 1 �J ,. China Square i - - w � I ton street 7 t} washing . J ,. - • 417 ; i{ �J� Yf,':l/ ; { - ... - ; - ---- I ITE PLAN M MA. UTILITIES AND DRAINAGE CHINA SQUARE, SALEM, SCHWARTZ SILVER MICHAEL PADNOS ARCHITECTS DEVELOPER e 14' U S T. NOTES t OWNER : SALEM SUEDE , INC. ALAN ZION 15 BURNHAM ROAD , WENHAM 745-1303 ( DAY) 468-3741 ( NIGHT) OPERATOR: GUIDO MARSELLO 36 BUENA VISTA ST., SWAMPSCOTT 745- 1303 (DAY) 592-8105 (NIGHT) TANKS: Number I Capacity 10;300 GALS. Contents NO. 6 FUEL OIL Tank Construction STEEL Piping Construction STEEL Cathodic Protection NONE M A Electrical Isolation NONE 0 A Monitoring System NONE �V ^ Tank High Point I1- 711 BELOW GRADE J T p Tank Low Point 10'-7" BELOW GRADE IT E e Installation Date 1966 SITE LOCATION: 72 FLINT STREET SALEM, MA _ FINISHING >- �/ / BHT � OFFICES Plug 1 C \ / Plug 0 6 Domestic waste L s y 0 } , Underground Storage Tank No. I - —' _ I R 9'-0" Dia. x 21'-6" Long TOOL 00 L STORAGE / / I _ Hyd ROOM � • —__ —�O / M-i A rim 14.5 Screen pit / Invert 9.9 i t Meter � � —WGrtX D5"O 5875 PumppO Cr D / I14000 Eu H • „E 2 11 01Tai Ilow Boilers li Cr rsQ HIDE STG Z WH I A-- WET rim 13.1 Prop. I 1200 Pit I 01, Invert 7.45 / as Pump "o anks h / i JI -- I R MH Drim 13. 10 S / .-Wall 13.1 I _ - Inwert 6.7 ---_— E - ------- - - Raw Woste++oter Transfer PumpI MN B rim 13.4 — lume II 9— Invert 6.9 _ --- - po'c • Caustic Tanks 6 Pump I -0Abandon 18° r I I Proposed Sulfide Oxidation 8' / I Mixer— I 1 Sludge Storage Tanks I i D�st ill TAN chemical I I x M� I S.E.S.D 1971 Treot�Oot Tank 1 Feed box ► I � 2 5-27-86 Sulfide Oxidation System Added EA Building I _! , Property Line _ p O O Rim 12.1 I 4-25-86 Under round Tank Data Added E A Invert 6.0/1.2 IIg Sludge I Sludge Storage O Mowing Bridge 1 Tankosed Pump House RE`: DATE DESCRIPTION - • Removal I Prop Mixing Chamber �— -- - -x—J \ Edge of Bank SALEM SUEDE , INC. C?� M.H.W. 9.0'- SALEM , MASSACHUSETTS Force Main i R "CANAL ( tidal ) SITE PLAN R �vE t,..� .F �F ,••... TI " = 30' _ N O R Scale I " 3 0' ENGINEERING • TECHNOLOGY 29 Congress Street • Salem, MA 01970 • Telephone: (617) 745-4560 MASS PE. STAMP Drown by John _Dick Checked by D. Bromley_ �w9 Nc IN PROCESS Date M a !1984 Project No---0135 1 of 4 \\ rJ O 14.0 C' O H O 14.5 013.2 013.4 L.Li 013.1 LLJ X n PROPOSED PUMP HOUSE Cn - PROPOSED SULFIDE OXIDATION a SLUDGE STORAGE TANKS 15-0Railroad Tracks Z O 12.1 r Property Line 114,. 14 \ U- 14 ' 12 179 111 16 16 Fill 17.3 ' 1 I I 16/ i �_ ��--• �� X14` 12 - _ Edge of Banc , —12 , _ \ M.H.W. 9.011 J ___�_ Retaining Wall � Iv E R CANAL 11.41 NORTH R / M.H.W. 9.0± 1 6-2-86 Sulfide Oxidation System Added EA REV. DATE DESCRIPTION BY SITE PLAN ,� SALEM SUEDE , INC . Scale : I = 20 ��P�� °P � TOPOGRAPHICAL SITE PLAN P . , e �� „g AVJUZNtY .A.4311.5 , 8 IP •• •a N•E ENGINEERING • TECHNOLOGY 0 29 Congress Street • Salem, MA 01970 • Telephone: (617) 745-4569 MASS. PE. STAMP DESIGN BY DRAWN BY CHECKED BY DATE PROJECT NO. SHEET NO. IN PROCESS P FM JK PFM 4/85 0135 2 of 4 �A� 4 4 B <1 OL/TL/NE OF ILI I V Ii V I, I V Ii II I I Ii lid I FOP PUMP /OUSE I I �( I I ( I � g RZAN 5EE' 5•yEET4 I I I I I i I I I i zo 0 i 5LL/O6E A i SULF/OE SULF/OE 3T0�.4GE A — — — OX/0.4 T/ON 7XN K OX/0.4T/O/V TXNA' TANK - i SECTION B- B i I Scale : 1 /411= 1'-OII B 110' /z 20 Q �Q 4� Exisrirv� BLOh 1-1441-1— r DE.S/l�N !�1/,4T4 EL. /9.5 P��yJP LEVEL EL. /8. 0 //DU.SE /zCONCiPETE ul 1 �zz. 7.5 =4 41 --"�— • — `��`—• �— • ��— • �— '-'ySZ. 6.0 REV. DATE DESCRIPTION BY Ka° � NI/N/iY/UiL! 36"OF COAW:WCT.ED SALEM SUEDE , INC. SALEM MASSACHUSETTS SEL EC'T e '� X 1/EL BENE�9T// SLAB SULFIDE OXIDATION TANK SECTION A-A Scale: 1/4"4-011 PENGINEERING • TECHNOLOGY a F 29 Congress Street • Salem, MA 01970 • Telephone: (617)745-4569 DESIGN BY DRAWN BY CHECKED BY DATE PROJECT NO. SHEET NO. PFM E TA P F M 15-8610135 3 of 4 • I I Ir — -- - - j U. S T. NOTES OWNER : SALEM SUEDE , INC. ALAN ZION 15 BURNHAM ROAD , WENHAM 745-1303 ( DAY) 468- 3741 ( NIGHT) OPERATOR: GUIDO MARSELLO 36 BUENA VISTA ST., SWAMPSCOTT 745- 1303 (DAY ) 592-8105 (NIGHT) TANKS: Number I Capacity 10;300 GALS. Contents NO. 6 FUEL OIL Tank Construction STEEL Piping Construction STEEL Cathodic Protection NONE MElectrical Isolation NONE 0 p/ Monitoring System NONE Tank High Point II- 7" BELOW GRADE A Tank Low Point 10'-7" BELOW GRADE Installation Date 1966 � EET SITE LOCATION: 72 FLINT STREET SALEM, MA FI [\JISHING \ >— i GH T 0 OFFICES Plug I LJ �— 00 C / \ / Plug 0 � 6 Domestic waste L Underground Storage Tank No. I ---- -j� -- —' R 9'-0" Dia. x 21'-6" Long / Transformers T TOL STORAGE Hyd • _ --- ROOM Mi A rim 14.5 Screen pit Invert 9.9 Meter e4500 —O WG _ x r 5875 Pump pitO Cr _ t 1 Cr00 E • I I O I Tallow Boilers rse,.E, _ 2 I 1 '� Cr H M-IH I DE ST G / Prop. I 11200 �— W I_T rim 13.1 1 1 _ I . Invert 7.4 5 tanas ks PumpPit I i -, c R J -n-WaII I3.I 1 � - J MH Drim 13. 10°s 1 Invert 6.7 __ —o-——" —--—_--_ — _ -Raw, wastewater Transfer PumP,l I B rim 13.4 ° —� -- T (ume 1 i Invert 6.9 _ - - - pole 14 o CU. oustic Tanks fa Pump I Abandon 18LJ— �— I Proposed Sulfide Oxidation a � I I Tanks , � Mixer _ -_ I I Sludge Storage O I I _ - ----- � TAN �I I II hemical Dust I 1 Mi I S.E.S.D. 1971 Treatment Tank I Feed box I I 2 5 27-86 Sulfide Oxidation System Added E A Rim 12.1 I Building 6 Property Line b Inert 6 0/1.2 I L——— — -- 1 4 25 86 Underground Tank Data Added E A I� Sludge Storage 0 Moving Badge Sludge I Tank House Removal I Proposed Pump DATE DESCRIPTION _-- ber Edge of Bank SALE SUEDE , I NC. Mixing Cham �- - _ �M.H.W. 9.0'- '� � - SALEM , MASSACHUSETTS Force Main I J CANAL ( tidal ) SITE PLAN , N0► RTH Scale I " = 30' - ENGINEERING • TECHNOLOGY 29 Congress S--Pt • Salem, MA 01970 • Telephone: (617) 745-4560 Drown by Checked by Dw'g N, MASS PE. STAMP John Dick D. Bromley IN PROCESS �7fe May 1984 Project No 0135 ' 1 of 4 i 3 ` E \14.0 O O ►� O \ 14.5 13.2 i Uj 013.1 " i PROPOSED PUMP HOUSE 1— I (n -PROPOSED SULFIDE OXIDATION 8� SLUDGE STORAGE TANKS j15'-0Railroad Tracks z 012.1 -- - i4l Property Line U. . . 000 16 15 173 ' I I . 16/ i t \-1 '/ I ' 14 I 1 1 --- - Edge of Banc ; M.H.W. 9.0± Retaining Wall C A N A L 11.41 N 0 R TH RIVE R M.H.W. 9.0' 1 6-2-86 Sulfide Oxidation System Added EA REV- DATE I DESCRIPTION BY SITE PLAN SALEM SUEDE , INC . Scale : I " = 20 ' 0FTOPOGRAPHICAL SITE PLAN PAUL AR)LI ONEY 4315 °�0°��°°aaeao••' ENGINEERING • TECHNOLOGY 29 Congress Street Salem, MA 01970 • Telephone: (617) 745-4569 MASS P E S TAM P DESIGN BY DRAWN BY CHECKED BY DATE PROJECT NO. SHEET NO. IN PROCESS P FM JK P FM 4/85 0135 2 of 4 ZIP- . B 0/-/7'/-INC OF FDOT/Nle V I I I V III IJ � ' I ,I i I I I ISI lil FD�P RZWP//OUSE ( I I I I I PLfIN 5EE 5//EET4 I I I I I I I g I I II I ISI I ' ISI II II I 'I ISI I I I I I i t 22-,el lilt zo 0 i SU,CF/OE SLUOCE A ' OX/ AT/ON SULF/OE .5 We A - - ;rWNK OX/OST/O/V 'rXN/CC TANK SECTION B- B Scaled /411= 1t-Olt B<j 20 EX/5T/N� ,5Z 0z; /N,41- I P!/ R Z-eyzz EL. /8. 0 //OUSE' 12" CONCiPETE 5L�B ,EL.//. 5 �iP,gOE ul --t—EL. 7.5 4F IL I � ��— � I- R EV. DATE DESCRIPTION BY DO SALEM SUEDE , INC. J1�1/N/iVJUM 30"01-'- 001W?4C ZCP SALEM MASSACHUSETTS SEL ECTr.�'.PAI/EL BE/l/EAT// 5L AB SULFIDE OXIDATION TANK SECTION A-A Scale 1/411=11.0t1 PENGINEERING • TECHNOLOGY c 29 Congress Street • Sarem, MA 01970 • Telephone: (617) 745-4569 DESIGN BY DRAWN BY CHECKED BY DATE PROJECT NO. SHEET NO. PFM ETA PFM 5-86 0135 13 of 4 I I I� w' U. S. T. NOTES OWNER : SALEM SUEDE , INC. ALAN ZION 15 BURNHAM ROAD , WENHAM 745-1303 ( DAY) 468-3741 ( NIGHT) OPERATOR= GUIDO MARSELLO 36 BUENA VISTA ST. , SWAMPSCOTT 745- 1303 (DAY) 592-8105 (NIGHT) TANKS: Number I Capacity 10;300 GALS. Contents NO. 6 FUEL OIL Tank Construction STEEL Piping Construction STEEL Cathodic Protection NONE M AElectrical Isolation NONE O Jtl/ Monitoring System NONE A, N I Y Tank High Point I' - 711 BELOW GRADE Tank Low Point 10'-7" BELOW GRADE O� _ R E Installation Date 1966 � ET SITE LOCATION: 72 FLINT STREET l SALEM, MA r i J 1 r 1 1 i - 1 , Ia \ FINISHING 'I Q I' GH T i OFFICES Plug co 1 C Plug 1 1, 6" Domestic waste L 1 / r r-- - - -I i 0 f Underground Storage Tank No. l — —� `' _ ; R 9'-0" Dia. x 21'-6" Long � / L - - I Transformers1 Too l ST1CRAGE Hyd RO(1OM NH A rim 14.5 ' Screen pit / Invert 9.9 _0— i Meter _ 7 — 04t5,XC0 5X_ — — 37 Pump pitWg Cr 4oco E �—r / I Tallow Boilers I H rSQ I 2 11 01 1 HIDE ST C Z I Prop. 1 1 1200 ` ` `T rim 13.1 gas Pump Pit I 0 1 / Invert 7.45 / tanks I "o'n I l �l 1 R JMHDrim l3. 10"S Wall 13.1 Invert 6.7 _ —_—o-——E — --——--- - —)—i l—Raw Wastewater Transfer Pump 1 ' (")- MH B rim 13.4 " -- - fume 1 i1 U. T Invert 6.9 __-- - pole 0 �14 d Caustic Tonks 6 Pump r1 / 0 rI 0 - Abandone proposed Sulfide Oxidation 8t ' 1 I Prop e Tanks I Mixer 1 1 Sludge Storage 0 __ --- �I 1 1 � TAN 1 �hemical Dust 1 NH I S.E.S.D. 1971 Treatment Tank - reed box Rim .E. I , Building I 1 2 5-27-86 Sulfide Oxidation System Added EA O 1 : Property Line O O Inert 6.0/1.2 I _ 11 I 4-25-86 Underground Tank Data Added EA e Sludge — I1 Sludge Storage 0 Moving Bridg I Tank Proposed Pump House I Prop DESCRIPTIOPv �� , Removal I Edge of Bark SALEM SUEDE , I NC. _ . M.H.W. 9.0:1 -'�_ __ SALEM , MASSACHUSETTS Force Main 1 1 R CANAL ( tidal ) 1!� Of SITE PLAN N p RZ Scale I " 30' ENGINEERING • TECHNOLOGY ' 29 Congress Street - Salem, MA 01970 - Telephone 6'7': 7a5-456r MASS PE. STAMP Drawn by John Dick j1heckel by D. Bramley A IN PROCESS Date May 1984 Project No 0135 I Of 4 - ,R 1 I 0 14.0 0 0 ►� 0 \ 14,5 '. 0132 0 13.4 013.1 --- - W - - PROPOSED PUMP HOUSE i Cn -PROPOSED SULFIDE OXIDATION & SLUDGE STORAGE TANKS 15 -0Railroad Tracks 012.1 - - — - --- -- I2 " J 114, 1 14 _ Property Line 1j " U. 112 t6 1 16 1 t 7.9 � I 16 t 15'_ 5 I-0 I 17-3 ) It , 12 % --- - \\ Edge of Ban i i —12, -_ ._\ / / M.H.W. 9.0* � ""J Retaining Wall C A N AL 11.41 N 0 R T H RIVE R �M.H.W. 9.0' 1 6-2-86 Sulfide Oxidation System Added EA REV. DATE DESCRIPTION BY SITE FLAN Scale : I = 20 SALEM SUEDE , INC . g P ti TOPOGRAPHICAL SITE PLPAN MyluAMEY 4815 icy cud w " •.,NA; 2...•r'"� ENGINEERING • TECHNOLOGY 29 Congress Street • Salem, MA 01970 • Telephone: (617) 745-4569 MASS. PE. STAMP DESIGN BY DRAWN BY CHECKED BY DATE PROJECT NO. SHEET N0, IN PROCESS P FM JK P FM 4/85 0135 2 of 4 IAS _. _ _._._ _.. _.-- --- --.. _.__-- - _.- --._ ____. __._..______ -__-__.. __._ - _.__._ _____.__-__... _.___-__ _..._. ._-__- .._. _ _.--_.1_.. i _ .. 1. i lIR�1�IP1A+T�wwT •_ _�_.. .. ., _. .... ,.... .. _. _ _ _ T ' S. i 1 r B - - - - - - - - - - _ OUTL/NE OF 'I1 I. I FDOT/Nh - - - - - - -- 777 L �1- U i r-j F1 U ' I V ' � li II I zo-o SULF/OE SLUOIE A ' OX/0,4TiDN SULF/,OE 5T0Rx, r A - - - 7X/NC OX/0,-If T/o/v TA/I/K TANK SECTION B- B � Scale : 1 /4II 1'-011 i r B h ' ZG O Ex/5r/NG BLOh I�VV41- /9.5 OE.S/l�N !�t/•4T� P�/iYIP LE!/EL EL. /8. 0 //OUSE' L7 rj I /,2'/CONC�PETE 5L,40 EL.//5 � riiPAO.E ul —t—EL. 7.5 • ��Ifs • -itit�_ - i-'t�-I• _ 8 REV. DATE EL. 6.o DESCRIPTION BY � rm//V//Wz/m SALEM SUEDE INC. 3a"of- coti/P�c7-Zo SALEM MASSACHUSETTS SEL ECT C��PAI/EL BE/1/Ef/Tf/ 5L f/B 1 SULFIDE OXIDATION TANK SECTION A-A Scale: l/411=11.011 P)IENGINEERING • TECHNOLOGY e 29 Congress Street • Salem, MA 01970 • Telephone: (617) 745-4569 DESIGN BY DRAWN BY CHECKED BY L DATE PROJECT NO. SHEET NO. PFM ETA PFM 15-8610135 3 of 4