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64-55 - 74 Leavitt Street - CONSERVATION COMMISSION Air+ e�-- (a j +e0t2yL�l.�/ales� Case �� , c/dl�sfL{��j, o-P brL�C2 Aesided_ h a deaf - S'fau�lcv�5 � ase . off C-i�eA-Lh Y - �— •V lvLtets. `1 � ►^' .� � - ec'��f - /.sue -#��r 3 ��'� ' �: .`�; CI-dCY i 3 �/ �iPivtsT�i ` - �GLd ,/Llo yu rvt f 7020 X IS nn .. . . 3 As/s l! us /!G 1v�GvtT tit/ 3x4 rX& If (/3 140 63f¢ MR-�,yL = S S r3�3t' Ira -_ f` • � S2��r 1� 2�a� 13e;aat� .� /0Zad 0 � Ste, I a1L � a5e pe✓z J� v4$I415 �G� � a-:, �,2�/S PlQo�ticln.+C. a ctr,.rcfv� 7�H-a1/e� �a� _ P�w�Z Htd,.� z�- l��w��h - ur = /s' GS'G 16f _ l �t7i c� CLL J- D '� I /.//,?f/ezy, I ETle S Tc �Srness/ '92- 6 1 Jj{�2.{ /,•.� _ (/,��CIi•s) C3/•zs)C•Gzs)3 = zxre c:,3 jq urn / Sbs� �s pp /'1 - $ _ �°/ FS/• 2) ft l6s 117, 373— tv' 45 Ox 5 SALE PALM ER COVE COMMI;U TS M eNG D�pr 1 PROPOSE oh3STRV TIO 1 OT COM TEL (.� C C IJ S N PLE Y • ON APPLICANj-S' PROPERTY . I (2 ) !HERE IS NO . Dt=TAIL OF DRAINAGE $EH w D PROPOSED . ;. WALL . WALL CAP IS 6 " NIGHER 7WAN . COMCRETe . PAD CAUSING DRAINAGr PROBLEM S . - - t3 VERTICAL J004TS of FIRST COURSE OF BLOCKS (Sf�EE= 3 ) t - .IF NOj GROUTED MAI CASES WA314OUT . OF MATERIAL BEHr►-iD . WALL -_ r �y SECTION VIEWS OF WAIL ON PLANS DO. NOT AGREE ._ M/ITta 5ECTIOIV VIEWS AS SHoWA1 ON CALCULATION SHEETS . DIAM. :PIpPS FOR wEePHOLGs Pv1Ay GECOMIF-` CLOGGED 8l GRAVEL GACKFILL I3I-HItop WALL. THE - USS OF WIRE WITH CRUST{ STONE BACk-FILL AWACaNT To WALL is RECommENDtD. C� No STOPS ARe sKouaN om PLANS AT THE ,E"Ds Or THE LIFT TRACKS. APPRox. ` 20 Fr .L3EYamD 7-,qE END OF THE LIFT TRACKS t,1MITiNG iTs U5E TO NIGH TIDES WALL . ANALIsts INCOMPLF-T= AND INCORRB°CT. c AWALysEs ARE RE-QuIRcD (1) OVP-RT vRNING FAtLuRa (2) 5LtDtN6 1=AtLvRa° ` A FACTOR 01= SAFE.TY a F i.• S iS RSp%jIRED FOR Boni CASES. � ) bF--PLEC1100 at THE W 33 X 130 BEAM WAS CorAP\)TEb USING °A NJ INCOR2ECi PORVlULAR. ACTUAL MAXINtvM DF- L=_C;-IcN t5 • 003 ImCm•1 s (10 PROPOSED WALL UESIGNI 1s NOT ACCFPTAt3Lr J 12 f i K i Ct t"y - i 1 i i .,,, .C 'gRR-DEE TEST BORING AND CONSTRUCTION CORPORATION 37 LINDEN STREET P.O. BOX 321 MEDFORD, f�tASSACHUSETTS O2155 Telephone 39t-a500 To _.. PAi.'..IliR_il_fE YACiiT CL'u7i, SAL:.v, ?fi;S.i_— —_ fiOV. 30, 1479 79379 Dote ___ Jab No. `Location ?ROPOSED RETAI!IING WALL Scale 1" 4 DORIING #I BORINNG #2- BORING #3 G90D:ID SURFACE GROU= SURFACE - GROUND SURFACE - 2 3AIr9 .. GRAVEL 3 SAM. GRAVEL, I - LOOSE FINE SANID .'I > 6 _ - ,SOD:. WOOD h I 4 CLAY,TRACE OF I -t OOD , IO"MCIM 2 BRIMS FILL I ORGANIC SILT 2 . :L• CINDBR3 FILL-: . 2 2r 6 " - SOFT CLAY S FINE 1 hs YELLOW CLAY, SAND, TRACE OF 2 316„ LITTLE FINE SAND 410^ ORGAJIC.SILT 2 6 STIFF YELL, CLAY STIFF YELL. CLAY, 7 - 2 5,0" TRACS FZ?� SAND 4 LITTLE FINE SAND .--7 2 STIFF YELLOW 7 _ 7 5,5" - - 2 CLAY, TRACE 77 - 6,0„ 12 STIFF- YELL 7 CLAY, _ 10" FINE SAND 8 VERY STIFF YELLOW 14 TRACE FINE SAND - -�� - CLAY, TRACE OF I8 -. 8 VERY STIFF 15 PINE SAND 20 YELLOW CLAY, 16 gt6" VERY STIFF: YELL. 11 - LITTLE FIia'4. 21 CLAY,MACE'FINE S. '92 SAND WATER LEVEL - TIDE - 915` _ , 10,0�. - DATE STARTED e, C07@LETED '--WATER LEVEL - TIDE - - WATER LEVEL - TIDE _ - I1-28-79 DATE STAtITED 6 C012LETED DATE STARTED COMETED 11-28-79 11-28-79 .All samples have been visually classified by _AJD Unless otherwise specified, water levels rested were observed at completion of ' borings, and cb not necessarily represent permanent ground water levels. Figures in right hand column indicate number of blows required to drive :"v70-L;%kt SPLIT SAMPLER ___ 6 Inches using 140 Ib. weight falling 30 inches± Sheet 1 of 1 S,ALEM E.NG DEPT PALMER Cov5 COMMENTS -----I-- -�---- ------� J 2 - (1) PROPOSED CONS7RVCTION IS NOT COMPLETELY ON APPLICANTS' PROPERTY . / (2 ) INERE IS NO DETAIL OF DRAINAGE. . $EHi" D PROPOSED.. -W AWL . WALL CAP IS G PIGHER 774AN► .cowcRETr_ pAD CAUSING DRAINAGE PRoBLI:M s ,. (3 UES,IICAL .J01MTS OF F-1R57 CauRsE Or BLOCKS aN„ (SHEET ' 3 � lF Noy GROuTED MAY CAvsm WAONOUr .. . OF MATERIAL BEHlntD , WALL . 1 (y ) SECTION --VIEWS OF WALL ON PLANS DO' NoT ';AGRI=E~ wiTi4 SECTIO►v _ VIEWS As SHOWN ON CALCULATION- SHEETS . 15� 1n ,_DIAM. .''P1P65 ` FoP,._.WEEPHOLES , iv1A`) PECoP+E' CLOGGG b 8`1 GRAVEL GACKFILL GF-H11iD WALL. THS USE OF WIRE MESIj/ WITH CRUSH ._STONE J3ACI;FILL . AbdACENT jO . WALL IS RECOMMENDk17. - (G � NO AR E. RE. • SHOWN om PLANS_ AT THE ewDS or _ THE 4-1FT TRACKS. 7�- W , 15 :APPROX. 20 FT SEYON D /H E GMD O P / -TME L./F'T 7RACk5 41MITINC ITS USE ' To _ NIGN TIDES (_ WALL ANALy51S INCOMPLETE ANfl INCORRECT. ARE REQUIRED (2) SLiDwG I AILVRE A FACTOR OF SAFETY qF 1. S IS REc vIRED = I=oR Gvraj c.ASES. �9 bF_PLECTIDN Ot THE VV33 X 130 BEAM WAS COMPVTED US%MG AINJ INCORM2 _:CT FQRMULAR.. ACTUAL. MAxIMvM DEFLEcTjcN is c)O3 INcNt^y� � (io RoRosEip WALL pESIGN IS NOT ACCEPTAGLE l S� � l y �� i�le �, ati , u�mll �, -�- � � G�ti� �� +,C`ON' Co.,, Conservation Commission U v Salem, Massachusetts 01970 y�F• ,� Telephone (617( 745.5056 v s5P�� - - CITY OF SALEM CONSERVATION COMMISSION ViETLANDS HEARING A continuation of a public hearing will be held as required by the Wetlands Protection Act, G.L. Chapter 131, Section 40, at the request of Palmer Cove Yacht Club, Salem, Massachusetts. The purpose of the hearing is to explore the effects of the construction of a seawall at the Palmer Cove Yacht Club, Salem, Massachusetts. The hearing will be held on Thursday, February 14, 1980 on the third floor of One Salem Green, Salem, Massachusetts at 8:30 P.M. Bradford Nort up Chairman y j 1 {( F r E �i Conservation Commission • 1. z Salem, Niassachusetts 01970 'V Telephone1617) 745-5056 MI17UTES OF MEETING December 18, 1979 The Conservation Commission met at One Salem Green on Tuesday, December 18, 1979 at 8:00 P.M. The Commission Members attending were: Brad Torthrup, Cleti Cervoni, Ray Lavender, Dave DeVoe and Paul Willis. G.ommission Member not attending: Brian French. The Chairman declared the meeting opened with a quorum present at 8:05. PAIMER dOVE YACHT CLUB -Robert Levesque, Paul Fraser and Yvon Darisse were present representing the . Palmer Cove Yacht Club. Mr. Fraser noted that construction of a seawall .at the Palmer Cove Yacht Club would be necessary in order to . etain the property and to bring the land back to its original state. He. also noted that erosion effects have lost at least 4 feet. in elevation _,_of the property. Brad Northrup inquired about the present construction. Mr. Fraser noted . . that it currently consists of ledge and rip rap. Yvon Darisse noted that nothing will be done to the pier as yet; but ,future plans call for the removal of the old railway and the installation of a new mode of travel lifting. Mr. Levesque noted that the wall .will be constructed of pre-cast concrete 3x3x4 set .in motar with 2 inch spaces for drainage. Rick Swenson was also present representing the City Engineer. He noted ;:. several discrepancies in the plans submitted and was there to ask the Palmer Cove Yacht Club to clarify them. It was noted that -the en irieer .. from the Palmer Cove Yacht Club was not present, however, Mr. Swenson informed the gentlemen there of the problems. Mr. Swenson' s first question was on the design of the wall foctings. He was curious to where the location of the boring samples were. �6. noted that Some of the construction -would"not be done sole-L onwthe -.h' C - .Ab pr O jertly. m^_c C1t'v 0:. Salen. is the owner of- ofabo"t ieeUland ir.;o Mr. Sorenson questioned the drainage in the wall. He noted that the land and pad would be sloping toward the ' call and that: -liey`,Iaould., have. • a slight problem frith puddling. He noted that the inlCi - : pipes would be subject to clogging and that they would; do bett;i 4,lth stonefill back .to the wall to prevent clogging.-, Minutes of Ileetin. - December 18, 1979 Page 2 PALI4ER COVE YACHT CLUB (con' t) Mr. Swenson inquired as to why they did not intend to grout the vertica* joints. He noted that there would be a possibility of getting washouts . and suggested that they grout the vertical joints. Mr. Swenson also noted that some dredging in the area of the lift could seriously jeopardize the wall. Mr. Levesque noted that any dredging would be done on the other side of the wall and they would go no steeper than a 1 over 1 pitch approximately 12-15 feet from the wall. Brad Northrup inquired about the depth of the dredging. Mr. Levesque - noted that it would be 2 feet below mean low water. He also noted that the piles were driven to refusal. Rick Swenson also noted that the wall analysis on the sheet that was given to him does not coincide with the plans. It does not give an adequate safety factor on design. He noted that it must give design for both high and low tide. After some discussion, it was noted that the engineer from the Palmer Cove Yacht Club would get in touch with Mr. Swenson to resolve the,--problems. Ralph Hobbs, Harbor Master, was present and went on record as being in favor of the proposed project stating that it would be a tremendous asset to the City. A motion was made by Cleti Cervoni and seconded by Ray Lavender to continue the hearing. The vote was unanimous and the Chairman declared • the motion carried. BUDGET The budget for the following year was proposed as follows: Clerk $19900. Advertising a 300. Aide supplement 2,500. Printing & Photography 12000. Office Equipment 300. Office Supplies 150. Consultants 19000. Travel in State 50. Telephone 11000. Dues & Subscriptions 250. Postage 500. Education 200. MEETINGS It eras. the concensus of all the Commission members that the regular meetings be changed to the second and fourth Thursday of the month. A motion was made by Ray Lavender and seconded by Paul `ddillis to close t`ie m,eeting.. Th_ of-e was unan1L-oas and the _'_"_an declared the motion carried. Respectful) )submitted, Sheila Morin CARR=DEE TEST BORING . P.O. BOX 321 — MEDFORD, MASS. — 391-4500 j kn` 7 ,G Job No. Baring No Location " Elev. Water Level °--' � Observed Sta. & Offset ' . Hrs. After Completion .. .'l, a� Date & Time Started O'U✓',...�`r" ' h' y I S /' �d✓" ° t'! it Total Hrs. Worked Date,& Time Completed - m Is Depth s CLASSIFICATION - e H S E BE CAREFUL AND ACCURATE i G $ .5 r. ., From To Ground ."! ✓✓ 6 ':ai1% ,y_.t✓ d,fia "jfi �r e"`! ..'�%✓'_z/^'`. .. �'1��1' 1✓] ��,a� Surface 7 r �. 1 •} _ •. Ap 1,4 ' .d,y 1 , .A" /1,�`�✓ '3 �,C,11�,� (/�r�i � �Jti i�•.' p-�tAP' *.P. ' �'47�. Al ! .I I�V411f�l�✓ r ..,. T e of.Sam ler — r '___. "------- No.of Samples "! Total Depth CJ Length Casing Used YP p bes Size of Tubes No. of Undisturbed Samples Size ofTu No. of Shelby Tubes = + . ""•"'°"' Length of Rock Core Size of Rock Core ' Size of Casing --- --- � j ds , Helper ' Foreman' -\ _ Sheet of lnspectof �{ L y.�y� .r ' �-' t, aT 3.�_ }, r" SJETLANDS YROTcCTION AC2 MASSACHUSETTS G.L. C. 131 a. 40 NOTICE OF Ill ENT All paito of this fora and the attached EnvirosaPXetal Data Force shall be completed " undo the pains and penalties of perjury. Incomplete filings may be rejected.:•lei DATE: S., 79. • n aq ,, , A�j.w�_ Conservation Commission of (City/Town)t �J0,021 ix"t 8 ° I. lioilte is hereby given in accordance with. the provisions of 'Massachusetts °G L c. '131. 's. 40 hat the proposed activity described herein is within'the jurisdiatm of w ( yl ) ('amtJ , at .�� JiG( ..;AAA! Street Cit' .own :,Most recent recording at the Registry of AL&l Book A ` Page' , . Certificate (if registered) 2. The� land on which the work is proposed to be done is owned by. ADbBES3 The' Applicant submitting this Notice ist i 1 TELEPHONE 4r (Optional)The following person is hereby designated to represeut',the'r applicant in matters. arising hereunder., Y Naas Address S Ge2�l/ Telephone. 7y6` 0;2 7� < 4 Pla describing d ns c ib n ie d ed ew d ,a . i g a efining the work, includ her ith and made a, part hereof met titled and dated ... `• • m $ aJ4*d"L11 , r ,� It , tY ' Identical material has4been subm1tted by certified mail as follows: z .Original to :Conservation Commission,'; (Date) . ,'�Jr��> � $© • /� 7G�i' ;; s' %��' Three copies to appropriate regional offige of the Department''of Environaente Quality Engineering (see map for regiona. and addresses). Date { , Northeast�� Southeast_ Central s ilestern, i i IfJ 6. ' Rae the required $25.00 filing fee, payable to the city or town, been lnclud .': with 'the submission to the Conservation Co¢mission?. ` 7. Has 'the Environmental Data Form been completed end suwith 'each co P py { 8. Has `a locus map (83t" x 11" copy of USGS topographic sheet with the site mar ed) '6e 34cluded with each copy? : 9. (A)Have all obtainable permits, variances, and apptovals required by'local .by law,pee obtained? (8)If they bave not been obtained, have they been applied for? If yes, include' with this 'Nottce, of Intent any information wt c�been submitte xith such a tics: z tons `t-hich is necessary to describe the- effeet of the proposed , 1 activity on the environment. ,` r "-lot Y ' , .(A)Is= the site of the proposed work subject to a'vetland restriction order. recorded`:. z pu=suant` to G.L.' c.,.131, a. 40a9 or G.L. c. 130. s. 103, by the Department of = Eisvironmental Management? : Yes No Do not,'know'.�/,:;�z, (8)Is the site of 'the proposed work `in, or within 100 feet of: a coastal dune : ' coaxial bank t, coastal beach; ; salt marsh ; land under the ocean 8 salt. pond ; anadromous/catadromous fish run ; do not know ? ! � Signature(s) of owner(s) of the la f by gent or option hold,er, written euch zation must ,be attached) • u i 12, i)hat is the purpose of, the proposed project? 1 nM• F � 4. 1 tf� ✓ i ;: J J f J I li 13• I .HEREBY CERTIFY UNDER THE PAINS AND PENALTIES OF PERJURY THAT,THE FORGOING NOTIC: 7 " OFr I2+ZHhT AND ACCOMPANYING EWIAON` ENTAL DATA FORM,ARE TRUE AND COMPLETE. � 3 t Signature of Applica Date - 1 # ''i!'«' .. ..s t r f.. ' ,1, 'N r V Wa LAND PRO?'ECTION ACT . � ENVIRON AMMI AL DATA FORM a 1; All parts of this form are -to be filled out by the appl#cant. or'his� ` agent under the provisions of G.L. C: 131 s. 40. i'hare a section is not relevant to the application in question, the F; raordo "Not Applicable" should be entgred on the appropriate line. ru,,M= Or APPLICANT ' C 't>.,. ° r A` i �2''JS C:^ AP?L 1C 4NT t :y =M'J43:dIPALITIES WHERE ACTIVITY IS` PROPOS1rD AND; NOTICE IS FILED', bE.s'RIP'TION OF PROPERTY ,INVOLVED IN APPLIC,\TION (including the dimensions ✓:of any existing buildings, decks, marinas;, �' exla.ting ..cesspools) ' ,. ; CDi rRIPTION OF MODIFICATIONS ' ROPOSED ' ON THE SITE, . including grading, dredging, „ t. removal ,of vegetation, - etc. f 1. United Stated Department of Agriculture Soil, Types (show on map) ' F, 2.," Permeability of soil on,the site. (Dates of testing) 1 77 _ ` i 3w 'Rate of,';percolation. of water -through thQ soil. . (Dates of testing) S S16FACE WATERS ` . h.' Distance of site from nearest _• surface water (Date�of, measurement) . i . Y n, h'I bources, of runoff water tF .+ 3. Rate of runoff from the siat7e, , 4. • Destination of runo£f. water " 5.,'; ,•Chemica1 additives to runoff. water on the site �'. C;ROU?iD COIJZR t Extent 'of existing impervious ' "ground cover on ,the site 2. Extent of proposed impervious ground cover' on that site ^,h. 3.� xtent ,of` existing,.vegetative'. ` cover on the siteJ� l 41 Extent of proposed vegetative cover, on the site 77 l5. , TOPOGRAPHY { l: . Maximum existing elevation on site 2'. fKinimum existing elevation on site r j ,t tr 3 Maximum.,proposed elevatioA of site �4 F+ ;i' 4.°. °Hinimum, proposed elevation of site 4 { 1 Fn 4 r .. ., +° r 5,• '.ry � r rr N . u 5.` ' Description of .proposed change in topography fs F .t ` iz {t M � k:fy iN�'r=r• E� ,-GROUND WATER g ' 1. ;Minimum depth to water, tabl0 on site (st time of filings A ; F. , `T r< 2. ..Kaximum .depth to water: table on:site (at time- of filing) y n •,',-- I x !t r 3. seasonal maximum grounf� watery elavatiori d s . ,t+A� ,a w .. f e .:'q"" , ay . .. •.ty.•y { a •n,�'J t i I�1 i �ATFR' SUPPLY ; �• i. ThB' source of the water to be provided to the site 2. , ;The expected water requirements (g,.ip d.) for th° sites t'- TT he uses to .which. water will be Vut /�J ( ;` } , ✓ _ V A k Y .Y .). t �S G3 ' SEWAGE';DISPOSAL y 1. Snewage d.isgosal system (description ' '..and Qocation .on :the site, of system) { Z. ' Expected ccztera of the sewage eff°lnents (hLrati waste, pesticides, r F detergents, oils, heavy, metals, � other chemicals) rF 3. xpected daily volume of sewage H. i$OLID WAS'CE r ; `Dstimated quantity of solid waste - to' be developed on the: site 2. , Method for disposal of solid waste Y 3.' . ' Plans !for recycling of solid waste + 'r I.y BOAT. YARDS, DOCKS, • MARINAS 1. Capacity of marina (number of ' boats, running feet) Lr `I �.a 2. Description of docks and floats (site, dimensions).x ' 1 , if t p 3."` Description, of ,sewage -pumpout a? YP was facilities', (type o£ te dis ,., . -S. Description of fueling faci`litiee �a^a' and fuel storage tanks '., ;"'r 5 " t i' 6 ; ,, 5. Dascription of _fuel spill preventlon „ measures and equipment A� i ` J. . IH»�ACT. OF- PROPOSED ACTION APPLIED FOR 1"' , Effects on plant species (:upland and marine) /* f 2 Effects on marine species (shellfiah, finfish) 3: Cffects 'on drainage and runoff • 4. Ef ects on siltatic o surface waters P/'ti� ., Effects, on groundwater .quality ��/./I/� " s ' t 4 • e� ... 6., Effects on surface water quality r Kr �'.AtTMIATIVES TO PROPOSSD ACTION iff'� ?r 10+. .'Describe alternatives to the s '/• +��`y't '.r- requested' action ` I 01. zr f ` Y ay :•.{ D/P F ` I $. Describe the benefits of the requested action. over the alternatives ` �' e 1, � B . ( : , ,� ;•r t .; yG .k r I k t r. Y� .� N — 1 • . ! �.4 a r wr 4 T,. i•t ,�� sne t, ,Y,h .y "" - - '* r .� -.f ' , _ t/ �/GP C/v'i/V/IIR."iVCA�'®,�C$i�!U!L � G�C��L��:tCfA%/✓eEar/./..✓ - ' a exe"'fU OlPe 0/ 'V7L7id/i�Q�IU772P9L�tLf- N� ULG7�L - '�-�� (J��i77US7Lt / �J LQ� c,G ✓LU7`.7L �?lf/,(/!"GP.P/Klil•'.(y . loo December 11 , 1979 Robert Levesque. Re : Notice . of Intent 5 Wall Street Court Palmer Cove Yacht Club Salem, MA 01970 Salem Waterfront improvements This willacknowledge receipt of your Notice of Intent to perform work subject to Chapter 131, Section 40 of the General. Laws (as amended by. Chapter 818 of the Acts of 1974) . From your plan, Notice of Intent and investigation by this Division,. it has been determined that: Additional information will be required before a proper determination can be made. Please submit a sub-sketch on a small scale showing the general location of the proposed work, names of the pond or stream and roads in the area, etc. , in order that we can properly orient the location of the project. A United States Geological Map is ideal Eor- this purpose. ( ) A license will not be required at this time under the provisions of Chapter 91 of the General Laws; however, a permit may be necessary from the local Conservation Commission subject to Chapter 131,- Section 40; also, if a Unites States Army, Corps of Engineers permit is required, the applicant must apply to the Division of Water Pollution Control for a Water Quality Certificate. (g ) A license will be required at this time under the provisions of Chapter 91 of the General Laws. Enclosed are rules and regulations for filing under said provisions. License applications will not be accepted unless accompanied by an Order of Conditions issued by your local Conservation Commission. All work shall be subject to all other related provisions of law, by-laws, ordinances and regulations that may pertain. Very truly yours, ' John J. Hannon, P.E. . Chief Engineer cc: Div. of Wetlands COnser"Otl DEQE - Region III =r Conservation Commission � Salem, Massachusetts 01970 =Fi U Telephone (617 1 745-5056 �il/aSi�C�* CITY OF SALEM CONSERVATION COMMISSION WETLANDS HEARING A continuation of a public hearing will be held as required by the Wetlands Protection Act, G.L. Chapter 131, Section 40, at the request of Palmer Cove Yacht Club, Salem, Massachusetts. The purpose of the hearing is to explore the effects of the construction of a seawall at the Palmer Cove Yacht Club, Salem, Massachusetts. The hearing will be held on.Thursday, January 3, 1980 at 8:00 P.M. on the third floor of One Salem Green, Salem, Massachusetts. J�. �Iradfo d Northrup i/ Chai an r CITY OF SI�LEM, IMSACHUSETTS APPLICATION RECEIVED SPECIAL PERMIT --- ', ' WETLANDS AND FLOOD HAZARD DISTRICTS 0 SEP 22 P3 :47 C TY CLERX'S OFFICE Applicant: Commonwealth of Ma—achu,ett, SALEM MASS_ _ Division of Waterways, 100 Nashua Street I City Clerk Stamp Address: r A6--n2 — Telephone: 727-7349— _—_ City of Salem Owner: Address Location of Property: Palmer Cove in Salem Harbor Project Description: Project consists of the maintenanAnce dredging of the — channel and basin near the Palmer Cove Yacht Club I. It has been determined by the Building Inspector that the above property lies in the following area(s) : A. Wetlands District Wetlands ( X ) Buffer Zone ( ) B. Flood Hazard District Zone A ( ) Zone A3 (' ) Zone II. Information required includes this application and the following additional information (file one copy of everything with the City Clerk and five copies with the Planning Board ; all copies must be stamped by the City Clerk) : A. A site plan at a scale of 1" equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot li.ne:; within which the development is proposed and the tie- in to the nearest road intersection; 2. The location, boundaries, and dimensions of each lot in question; 3. Two-foot contours of the existing and proposed land surface; 4. Location of existing and proposed structures, water-courses, drainage and drainage easements, means of access, utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section I. -2- s B. In the Wetlands District, a determination by 1 qualified engineer of the seasonal high water table, performed during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. C. In cases of flood-proofing or pile construction, certification. by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State luilding Code - concerned with flood depths, pressures, velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certi- fied, the Planning Board may waive this requirement. D. A list of Federal, State, and other local permits required by the applicant. Conservation Commission, Corps of Engineer=, Water Quality Certificate E. Descriptions relative to all conditions applicable in Section III below. III. Conditions (Complete those sections indicated (x) by the Building Inspector) In the Wetlands and Flood Hazard Districts no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved; no area shall be paved; no earth or other material shall be stored, dumped, used as fill, excavated, or transferred; and no sediment shall be caused to be discharged from or onto a wetland, unless all the following condi- tions arc found to exist as part of the granting of a Special Permit by the Planning Board (Use additional pages if necessary) : A. All Districts: W 1. The proposed use will comply in all respects to the uses and provisions of the underlying District in which the land .is located. Yes X No W 2. There is adequate convenience and safety of vehicular and pedes- trian movement within the site, and in relation to adjacent streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. not applicable -3- (X) 3. Utilities, including gas, electrictity, fuel, water, and sewage disposal, shall be located and constructed so as to protect against breaking, leaking, shortcircuiting, grounding or igniting or any other damage due to flooding. (Provide details) not applicable 4. The cumulative effect of the proposed development or use, when - combined with all other existing and anticipated development and uses will not obstruct or divert flood flow; substantially reduce natural flood-water storage capacity in the local drainage area; destroy valuable habitat for wildlife including fisheries or shellfisheries; adversely affect groundwater resources or increase: storm water run-off velocity so that water levels on other land are substantially raised or the danger from flooding increased. True . R. Wetl:mds District: ( ) 1. The proposed development or use shall not include the storage of salt, chemicals, petroleum products or other conLadixlating substances or discharge of any polluting liquids or materials into streams, brooks or wetlands. (The polluting effects of substances on the Wetlands are to be gauged by the "Rules and Regulations for the Establishment of Minimum Water Quality Standards and for the Protection of. the Quality and Value of Water Resources" of. the Comnsawealth of Massachusetts. ) True -4_ ( ) 2. The floor level of areas to be occupied by human beings as living or wort: space shall be four (4) feet or more above the seasonal high water table. not applicable ( ) 3. If the base-ent floor level is -,.glow the seasonal high Ovate. table and affords the possib-flity of human occupancy at some future date, although not originally -intended, --equate perimeter drainage and foundation shall be installed to with- stand the effect of pressure and seepage. Furnace and utilities are to be protected from the effects of leaching. (Provide details) Applies ( ) Does not Apply ( X ) ( ) 4. If. the lot is to be served by an on lot septic system, the leaching .area designed for use, as well as a reserved area for future expansion or total future use, shall be plotted with dimensions on the site plan, and the leaching areas shall not be constructed where the seasonal high water table is less than 4 feet below the bottom of the leaching areas. Applies ( ) See site plan Does not apply ( X) C. Flood Hazard District (all zones) : ( ) 1. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for residential uses shall be at or above the 100 year flood level. not applicable ( ) 2. The floor of the basement, or if none, the lowest floor of new construction or substantial improvement of structures for non- residential. uses shall be at or above the 1.00 year flood level or the structure.: shall be flood-proofed to that level in compliance with the applicable requirements of the Massachusetts State Building Code. Flood-proofing measures shall insure that the structure is watertight and that structural components have the. capability of resisting hydrostatic and hydrodynamic loads and the effects of bouyancy. not applicable _5_ ' D. Flood Hazard District, Coastal Hi,.h hazard Area (7.,one V3) • ( ) 1. New structures or substantial improvements shall be located landward of the reach of clean High Tide. no ( ) 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and securely anchored to such pilings or columns so that the lowest portion of the. structural momhers of the lowest floor (ex- cluding the pilings or columns) is elevated to or above the 100 year flood level. Space below the lowest floor shall be free of fixed obstruction. (Provide details) not applicable ( ) 3. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. (Provide details) true IV. Prccedure The Planning Board shall, within 7 days after the filing of this application, transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings, City Engineer, Board . of Health and Conservation Commission who may, at their discretion, investigate the .application and report in writing their recommendation-to the Planning Board. The Planning Board shall not take final action on such application uaC.il it has received a report th•:reon' from the Inspector of Buildings, City Engineer, Board of Healthand Conservation Commission or until thirty-five (35) days have elapsed after dis- tributicn of such application without a submission of a report. The Plannin Board Shall hold a Public Heariu, on said application as. soon as possible after receiving the above reports, in accordance with Chapter 40A of the Massachusetts General Laws. The Planniug Board shall. notify the applicant in writing of its decision on the special. permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The F - Goo t i na<. U T"FICATE OF THE SECRUARY (tF BVIRI:P:11 Al_ KiAIRS Vhl ENVIRONMENTAL HOT l FIC/tT ION FORM 6 i PROJECT id.'MP Dredging of Palmer Cove in Salem Harbor ECEA. NUN ER' 03868 . i PROVCT PROPONFHTi Department of Environmental Quality Engineering, Division of Waterways DAT E. !' O IUD IN MONITOR: August 22, 1980 . . .. Poisiant to M GA . , Chtip kr 30, Seckon ,YYA, and 10n) of - - . the Populations Governing the impic;enta ticn of the Ma >cc-I usett Environmental Policy Act, 1 hereby determine that the above. Y i'_'erenced project does not require an Enviro W :Htai ' pacE I pport. . p q� f 1�e�ia��ireerzG a�(�iuriao�vyceicfaL�e�ccr . �iz�iizeei axn f S. RUSSELL SYLVA 5 Z�anz72aruz ��L�taertue �, Commissioner GIGS; �P�c>Qaaclueetfa o�aoC� 1Y, } k i'Y L xk I f. 935-2160 DATE: df SEP 2 0. IG�� TOWN: I ASSIGNED FILE NO: The Division of Wetlands is in receipt of an application filed under M.G L Chapter 131, Section 40, the application is in the name of: APPLICANT: (� Y i �F LAND: `1ti P� ; r , PROJECT LOCATION: �iGZ(�/ / ' LOT: '3 PROJECT REVIEW ? ( ) The application is incomplete. No file number will be assigned until material' checked below is submitted to this Office: tint ( ) Notice of Intent ( ) Plans 3 ( ) Project requires the filing of a Form 3 (Notice of Intent) rather than Form 4 (Abbreviated Notice of Intent) ( ) Locus ; WATERWAYS REVIEW (Project may require a Chapter 91 License-Project has been referred to Waterways. ai ( ) Preliminary review indicates that the project does not require a Chapter 91 ik; 1 t• License. However, should further review indicate that the project may requirek f` a Chapter 91 License, the Department reserves the right to refer the project to Waterways at that time. ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF FILING SUBMITTED, NOT s d`( APPROVAL OF THE APPLICATION. very QDtrul you/�, *t se Sabin M. Lord, Jr. , Deputy Regional Environmental Engineer ,t cc: Conservation Coinnission,/ ///7�V/) xrw \_. `—f l,.j/✓` / / "�1. r V 1 I L i $ a .A � Y`�'l i I DEPARTMENT OF THE ARMY NEW ENGLAND DIVISION, CORPS OF ENGINEERS 424 TRAPEI_O ROAD WALTHAM. MASSACHUSETTS 02154 REPLY TO ATTENTION OF: NEDOD-R-I In accordance with 33 CFR 325.2 (a) (8) published in the Federal Register on 19 July 1977, this is the monthly report of permits issued or denied and application actions for the month of April 1981. We previously furnished you with one or more public notices which included detailed plans and descriptions of pro- posed activities. The number on the public notice(s) corresponds to the number in the second column of this report. The actions are listed by state. The final. action taken on each is shown in the column Permit No. Those actions ending in four numerical digits are permits issued. A key to the other action abbreviations is shown below. Att PIORGAN P. REES As Stated Chief, Regulatory Branch Operations Division ABBREVIATION KEY WDRAWN-------Application was withdrawn COMB---------Application was combined with a pending application under the same name; unless otherwise indicated, the application is still pending. NOTREQ-------Permit was determined not to be required for specific project DENIED-------Application was denied GP-0099------Application qualified to be issued under a nationwide permit GP-0017------Application qualified to be issued under a general permit (or any other last two digits) State-Quad-A, followed by a number, example: CT-MIDD-A74-024, denoted that an amendment was issued to a previously issued permit. The number following the "A" indicates the number of the amended permit. i O5 'i14 = 1 MONTHLY REPORT OF PERMIT': ACTION:- PACE I CT AVERY KENNETH M 25-79-0311 PLACE FILL CT-OLYM-cl1-0120 81Z04_'23 COLD-SPR -HBR-B 15-81-01160 DREDGE-S:EA CT-NHA'v'-81-0116 81/04'15, CONN-DOT 15-81-0161 RECON-RTS-32-82 CT-N0R14-FP-0u799 81Z04 '16 E COAST ENV SEP 15-60-0544 DREDi=E CT-NHAV-8I-f_i10:? c:l.r0 f GARDELLA-JAME:_ 24-80-0166 BOAT-SLID'-FLTNG-DOCK CT-OL'' M-= 1-0128 81,'04t127 LUDWIG-FREDER..IC 14-81-0152 DREDGE-LAND CT-SONG-E'1-0097 11!it4.0y NADEHU-GAIL-C 26-81-0020 PIER-RAMP-FLOAT CT-K1TT-c:1-0121 81f04,,15 NORTHEAST-UTIL 25-81-0214 :SAMPLE-PUMP-STA CT-DEEP-GP-0099 81!04:'03 NORWALK CITY 14-80-ii_;7 3 DRAINAGE ❑UTFALL ' CT-MNo-a1-0119 81:'04.''22 PONU:'_-YACHT-CLB 14-81-0051 EXTEND-FLOATS CT-:=:TAM-81-0132 81'04 '29 RAGGED-ROCK-MAR 25-79-n544 CULVERT C:T-OLYM-131-011011 81%04''09 RE:'-:OMI. MARION 15-81-0272 PRIVATE-DOI CT-E:_:-:E-GP-001=I 81Z04/29 ROSSO-K.ENNETH 26-81-021E. DOCK:-FILES CT-MY:_T-eF•-001 81/04:'07 SHELTON CITY 15-80-0225 PUBLIC POADMA''r' CT-AN:SO-i4DRAIIN 81:'04-`22 -:ISI SKY-SAMUEL 25-81-0032 PIER7:-FLOATS CT-Or1YS-0DF:A4N :_1 04-'07 'TRATFORD-TOWN 15- 1-0069 SEWER-OUTFALL CT-E:RID-GP-i1099 &I 114. 10 TAYLOR FLORENCE 25-RI-0249 RECON:-:T-DAM CT-MIDD-GP-0099 8.1: 04;'15 TIDE MILL A:-=SOC 14-81-02 2 FLOAT ING-DOCK:-RAMP• CT-I.4EST-GP-0018 A.1/04!0r:� 14IND:SOR TOWN 24-81-024: REGR-AREA-BALLFLDS CT-HARN-NOTREQ 81ii14: 15 MA A'•:'RATIN-PIICHAEL 15-c:1-iiii_:I PIER-FLOAT MA-Di.E- :1-0019:; c:1-104fO7 CAMILLIERI JOHN 15-80-0494 PIER RAMP FLT DRDGE MA-HYRI1-81-C1111 81104i14 CHARDS: GEORGE 14-80-0569 PIER NA-HEWE-,, I--fil_:1 81%04._28 CONNERS:TONE INC 14-81-0261 FILL-PRI'•..ATE-BRDGE MA-ROLL-GF•-0099 81%04.'2:3 DOI�INE:-: RI CHARD 25-:=:1-02 8 DOCK-RAMP-FLOAT MA-hIE''rTl-GP-i1017 81%04r20 E3:_E ; R-• R HOTEL 24-79-0446 FLOATS FILES MA-IPSW-:=:1-0115 81:'014:'15 FECFi:E-A-JOHN 15-81-013_: PIER-RArlP-FLOAT MP-0HAT- ;1-0107 81. 04/29 FREETO!0N-TO14N 14- :1-ii194 ❑UTFALL MA-A:S:_:O-GP-0099 'I 04. 012 CR-LA4R-'AN-DT 14-81-0IIII ❑IJTFALL-PIPE MA-LAIR-SI-0i9F 81 04% 14 HOLYOr:.E CITY 26-80-0: :5 FILL PARKING F A C MA-N:=PP-c 1-0100 31!O4i ilc; MAP..BLEHD-FREC-PK 24-=:1-0200 WOODEN-FLOAT MA-MARK-GP-iIU17 •^_.1/04.15 zP1Ai. DE-ijE-3 26_-:.0=042 .;DREDGE=iEH #0-:iiiirn_Y MR ALE= 1=0:0! cliec4 ,01:33 MAS=_-DEGE 2r 80-015_E. :_TONE F'E'•?ETMENT MA-LEXI-14DRA4N 81r04ZO9 MAURICE PAUL E 11-8:0-00`7 PIER E„TENSION MA-WE:_F'-81-009=. 81-'04%0 : MILL POND ASSOC: 15-G^l-0254 PIER-F.APIP-FLOAT MA-WARM-GP-0017 :31%04-`22 RIDEOUT-GRANVIL 25-81-0177 REPAIR-DAM P1A-A:-'PU-GP-00199 81!04/10 SCITUATE TDIMi 25-80-11444 FISHING WHARF t'1A-:SLIT-C:1-013n 81/014z28 -:OUTH14ICK TUN 26-7T-0203 OUTLET WORk:.::' MR-:=OIiW-14DRA4N t.I z 04;'15 TRU-:T-NASHAWENA 25-80-0403 MAINT DREDGE MA-1JDDD-8'1-0123 811014z24 , ZINA-P1AF:CEL-G 14-c1-01: 3 FILL-LOT NP.-FITC-NOTRE17 81f04. 0i6 WATCO DE4'ELOF' 14-c:1-025 ; DF:AIr'iAGE-OUTLET P1A-M,FiM:-:-GF•-0099 81 0 4/15 YOUNG-E:T-:STORAG 2_-c:I)-0`85 INPP0'•:'E-PIARINE-FHC MA-=:CIT-=:1-0126 81x04/27 ME BANGOR CITY Ir: 80-01434 EARTH EPIBANKNEN1 ME-DAr'iG-811-0106 81/04'10 BROWN-JAME:=-E 15-81-0074 GRAINTE-PIER ME-VINA-: 1-0017_: r:i/04!21 B`i'RNES ROBERT E 26-81-1265 DOCK.-RAr'lP-FLOAT P1E-1:00T-GP-0015 81%04'22 ETZEL-HARR`i 26-c:1-0231 PIER-FLOAT M F-R'_TL-GP-0U15 81/04 `07 "'IAIriE-DOT 14-80.-.0321 FILL BRIDGE PIE-OF.'R:_-E:1-0125 c:l/04>24 05Z04i81 MONTHLY REPORT OF PERMITS ACTIONS PAGE 2 MAINE—LOT 14-81-0049 FILL—REPLACE—BPIDGE ME—FREE-81-0094 81--04✓0l MAINE—DOT 15-81-0239 FILL—BRIDGE—ABUTE ME—EPIT—GP-0027 81,,04-�02 - MAINE—LOT 26-80-0189 FILL BRIDGE ME—DOVE-81-0121 81/04/23' - NORTH—HAVEN-TWN 15-81-0178 REPAIR—TWN'S—WHARF ME—VIVA-GP-0099 81iO4i27 NORTHEAST UTIL 14=81-0251 REPL^GAS—MAIN ME—POPE—GP-0099 81iO4i30 ` SCARBOROUGH TWN 25-81-0250 DREDGE—LAND ME—PROD-81-0250 81,-04i27 SIEGAL GLORIA 16-80-0429 DAM ME—BLUE-81-0117 81,'04,115 WOOD DIANA M 25-81-0235 RIPRAP—PROTECTION ME—BLUE-6P-0099 81iO4-�15 NH BRIDGE—CONST—CO 26-81-0182 FILL—BRIDGE—ABUTE' NH—LITT-81-0124 81s04�-23 CONT-CRANE—SERV 26-81-0162 PLACE—FILL NH—LITT—WDP..AWN .81Z04i23 KAMAKAS—PAUL 26-81-0055 .BACKFILL—PARKING—LOT. I-IH—PORT—DENIED 81X04,130 . KELLOWAY—NAT ' 14-81-0056 ROCK—BREAKWATERS NH—WINE-81-0104 81/04,-09 . NEW CASTLE TOWN 26-80-0563 STONE FOR PROTECTION NH—KITT-81-0110 81'e04.,15 NEW ENG POW SER .26-81-0234 DOCK—RIPRAP NH—HANE—GP-0099 81,'04i13 . . NEW HAMP DPW&H 14-80-0545 FILL BRIDGE REPLACE NH—SADE-81-0099 81/04i0$ NEW—HAMP—DPW&H 14-81-0206 WIDEN—BOX—CULVERT NH—WINE—GP-0028 81iO4i01 TAMPOSI—NASH 11-79-0507 FILL DREDGE NH—SOME-81-0122 81/04/22 RI BREWER'S—SAKONN 14-81-0024 FLOATS—PILES RI—FALL-81-0042-51iO4,-03 CEDARHURST HO C 16-80-0117 RAMP PARKING LOT RI—WICle-81-0102 81,104/08 ` • LEMMA—RICHARD 13-79-0517 SEAWALL RI—EPRO-81-0118 81iO4,,22 GEORGE&HO1.0LAND 26 81-0269 DOCK. RI—KING—GP-0013 SIZ04/22 N KINGSTOWN TWN 14-80-0526 SALT MARSH DITCHES RI—WICK-81-0113 81Z04!14 S—SAND—&GRAVEL 24-80-0167 BOAT—LAUNCH—RAMP RI—KING,-81-0114 81Z04/15. ST—GERMAINE—E 26-81-0168 PIER—RAMP—FLOAT RI—NARR-81-0105 81,'04/10 VT VERMONT—DOT 25-81-0203 STONE—FILL&CONCRETE . VT—LONX—GP-0099 81/04/08 . OVERALL . _ 3 TALLY: 74 DEPARTMENT OF THE ARMY POSTAGE AND FUSS PAID NEW ENGLAND DIVISION.CORPS OF ENGINEERS DZPARTMZ14T OF THE ARMY 424 TRAPELO-ROAD OOD.Sf4 uR SIS>® S�p WALTHAM, MASSACHUSETTS 02154 OFFICIAL BUSINESS PENALTY FOR PRIVATE USE.$lSD Conservation Commission Salem, 11A hl i I 3 LHu25 CITY OF S_ALEX, iTASSACHUSETTS APPLICATION SPECIAL PERMIT i<E='E:IYt_[y WETLANDS AND FLOOD HAZARD DISTRICTS uE� G 4S ?'{ '79 CITYLt i �'S "t'f"10E Applicant: f / SAI EM, MASS. Address: City Clerk Stamp .Telephone• 7 L �j 7 ! C� Owner: n� L � i - Address Location of Property: Project Description: I. It has been determined by the Building Inspector that the above property lies in the following area(s) : A. Wetlands District Wetlands ( ) Buffer Zone ( ) B. Flood Hazard District Zone A ( ) Zone A3 ( ) Zone V3 ( X.) II. Information required includes this application and the following additional information (file one copy of everything with the City Clerk and five copies with the Planning Board ; all copies must be stamped by the City Clerk) : A. A site plan at a scale of V equals 20' prepared by a registered land surveyor or registered professional engineer and showing at least the following: 1. Lot lines within which the development is proposed and the tie- in to the nearest road intersection; 2. The location, boundaries, and dimensions of each lot in question; 3. Two-foot contours of the existing and proposed land surface; 4. Location of existing and nr000sed structures, water-courses, drainage and drainage easements, means of access, utilities, and sewer disposal facilities including leaching fields, if any. Proposed elevations should be noted. 5. Boundaries of all districts, areas and zones as noted in Section I. _2 B. In the Wetlands District, a determination by a qualified engineer of the seasonal high water_ta_h}e, performed during the last two weeks of March or the first three weeks of April. A minimum of two percolation tests for each leaching area shall be performed. C. In cases of flood-proofing or pile construction, certification by a registered professional engineer or architect as to the elevation of flood-proofing measures and as to compliance with the applicable sections of the Massachusetts State Building Code concerned with flood depths, pressures, velocities, impact and uplift forces, and other factors associated with the base flood. Where specific methods or techniques have been previously certi- fied, the Planning Board may waive this requirement. D. A list of Federal, State, and other local permits required by the applicant. E. Descriptions relative to all conditions applicable in Section III below. III. Conditions (Complete those sections indicated (x) by the Building Inspector) In the Wetlands and Flood Hazard Districts no structure or building, including pipes and wells, shall be erected, constructed, substantially improved, enlarged, or otherwise created or moved; no area shall be paved; no earth or other material shall be stored, dumped, used as , fill, excavated, or transferred; and no sediment. shall be caused to be discharged from or onto a wetland, unless all the following condi- tions are found to exist as part of the granting- of a Special Permit by the Planning Board (Use additional pages if necessary) : A. All Districts: (X) 1. The proposed use will comply in all respects to- the uses and provisions of the underlying District in which the land is located. Yes X No j (X) 2. There is adequate convenience and safety of vehicular and pedes- trian movement within the site, and in relation to adjacent j streets and property, particularly in the event of flooding of the lot(s) or adjacent lot(s) caused by either overspill from water bodies or high runoff. -3- 4 (X) 3. Utilities, including gas, electrictity, fuel, water, and U91 sewage disposal, shall be located and constructed so as to protect against breaking, leaking, shortcircuiting, grounding or igniting or any other damage due to flooding. (Provide ' details) (X) 4. , The cumulative effect of the proposed development or use, when combined with all other existing and anticipated development and uses will not obstruct or divert flood flow; substantially reduce natural flood-water storage capacity in the local drainage area; destroy valuable habitat for wildlife including fisheries or shellfisheries; adversely affect groundwater resources or increase storm water run-off velocity so that water levels on other land are substantially raised or the danger from flooding increased. B. Wetlands District: 1. The proposed development or use shall not include the storage of salt, chemicals, petroleum products or other qpertaffinating. substances or discharge of any polluting li s or materials into streams, brooks or wetlands. ( olluting effects of substances on the Wetlands are t e gauged by the "Rules and Regulations for the Establi en of Minimum [-later Quality Standards and for the P ection of the Quality and Value of Water Resources" o e Co=onwealth of Massachusetts.) -4- ( ) 2. The floor level of areas to be occupied by human bei s as living or work space shall be four (4) feet or m above the seasonal high water "Cable. ( ) 3. If the basement flZs is be w the seasonal high water table and affords ili of human occupancy at some future date, altho 'pally intended, adequate perimeter drainagetion shall be installed to with-- stand the effect o and seepage. Furnace and utilities are to be protecte effects of leaching. (Provide details) Applies ( oes not APp1Y ( ) ( ) 4. I/4feet to be served by an on lot septic system, the la designed for use, as well as a reserved area fxpansion or total future use, shall be plotted with dn the site plan, and the leaching areas shall not bed where the seasonal high water table is less tbelow the bottom of the leaching areas_ Applies ( ) See site plan . Does not apply ( ) C. Flood Hazard District (all zones (y�) 1. The floor of the basement, or if none, the lowest. floor of new construction or substantial improvement of structures for residential uses shall be at or above the 100 year flood level. i (� 2. The floor of the basement, or if none, -the lowest floor of new construction or substantial improvement of structures for non- residential uses shall be at or above the 100 year flood level or the structures shall be flood-proofed to that level in compliance with the applicable requirements of the Massachusetts State Building Code. Flood-proofing measures shall insure that the structure is watertight and that structural components have the capability of resisting hydrostatic and hydrodynamic loads and the effects of bouyancy. D. Flood Hazard District, Coastal High Hazard Area ('Lone V3) : 1. New structures or substantial improvements shall be located landward of the reach of Mean High Tide. ((ICJ) 2. New structures or substantial improvements shall be elevated on adequately anchored pilings or columns, and.securely anchored to such pilings or columns so that the lowest portion of the structural members of the lowest floor (ex- cluding the pilings or columns) is elevated to or above the 100 year flood level. Space below the lowest floor shall be free of fixed obstruction. (Provide details) t f 3. - The support of new structures or substantial improvements shall not be, in whole .or in part, by the use of fill. (Provide details) IV. Procedure The Planning Board shall, within 7 days after the filing of this application, transmit one copy of said application, plans and all other submitted information to the Inspector of Buildings, City Engineer, Board of Health and Conservation Commission who may, at their discretion, investigate the application and report in writing their recommendation to the Planning Board. The Planning Board shall not take final action on such application until it has received a report thereon from the Inspector of Buildings, City Engineer, Board of Health and Conservation Commission or until thirty-five (35) days have elapsed after dis- tribution of such application without a submission of a report. The Planning Board Shall hold a Public Hearing on said application as soon as possible after receiving the above reports, in accordance with Chapter 40A of the Massachusetts General Laws. The Planning Board shall notify the applicant in writing of its decision on the special permit. The decision shall document the proposed development or use and the grounds for granting or refusing the special permit. The s Planning Board may, as a condition of approval, require that the appli- cant give effective notice to prospective purchasers, by signs or by recording the special permit at the Registry of Deeds, of the wet- land or flood hazard conditions associated with said premises and the steps undertaken by the petitioner or his successor in title to alleviate the effects of same. - Signed Title Date Ih i tHE COMMONWEALTH OF MASSACHUSETTS Depwtbnent o6 Enviumentat Quality Engcneening . Metnopoltitan Soe,ton-Noatheae.t Regional O66iee _VA3 New Boeton Staeet 1Woburtn, Ma46achueett6 01801 935-2,162 935-2163 DATE December 5, 1979 RE: Salem File Number 64-55 Thie Depaxtnent i4 .in aeeeipt o6 an appP,icati.on under General Laws, Chapte2 1.31., Section 40, Wed in .the name o6: Palmer Cove Yacht Club 74 Leavitt Street Salem, MA OwneA a6 Land lib &66eunt) : Leopold Fraser 26 Pickman Street Salem, MA Thi4 pnojeet i6 in the City/Town o6 Salem, MA and i6 located at 74 Leavitt Street 1 x 1 Thi4 ptiojeet ha4 been aee.igned the Fite Numbest 6hown above. 1 No File Numbe4. ha6 been ab6.igned, 4inee the 6.iti.ng a4 Received .is eon4ideaed incomplete. To complete Requirements bon. Wing, pleaee 6ubmit the 6otlowing: Vl Notice o6 Intent ( ) plane ( 3 ) Locu4 Map I 1 Thomu F. McLoughUn . Reg.i,onae Environmental Engineex Metropolitan 8oeton-Noxdea4t Region TFM/x cc: Coneeavati:on Commiee.ion J . . . . 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SET 1N G �JG a' r r, r , • a' r _ "DETRIL 2 OPoF� - i• . T �.P'I L•f , r , S •r ,ti - �a- :1 < G OR M081 LIFT W � . tEV . `TR11 Kf tiE 33 F13 , r , �r CC r- , 1 - v RGA S7. „_ .. MSE �2 concrim Br-R PILES . -BLoc -� aiGE P N IS N U R ,r. K G .AV �8 A El _ • r. 0 ' t s uc r,. , rr EV R. Y o PINS r. ,j „ r , M♦ J FLEV 9 S --�_ f MT _ I G •G P.l,D 1 r ray ry• r E JS . i I v t - i Y .:, �. .. . . ,. • , t i. ' .. a -. a ,_ , . .. - . . _ •I r a Y ,I - • .. . . ... `. . . .. ; '. .. • .'.. ♦..'r . .0 ._ .: . , .. a ,. Y. G N 47) . • r r ♦ J , c " i -.. ; ., s..-. v: T , I ,. : .' : ,a , • :rr :. , .. , it .. . ., _. � �Y i F I ., r r • , r' , i r . ' s , t ; i : -: . , •, ..,. ., � r, a • �+ .S ..- ..• •.. .' :....,. r• • ..'. n .. a- ... r _ f,r 1 . • 1 , r v . - ,,, . i , , , r• r i _ - , �. ":. a ,- • . :. ., <. 1 . . . .. a-' ... w r •:."., .. •:. .:' .t - t , - I , , , , 4 ' ,. r .. .: .'.. '.> '.. .. , . - .. .- l ", � . .. . .. / -. � 1. •I ..A ... - 1 . , r.` 4. _ +. _, ". :.. i. / : ♦.. :,. ', • '. .' v' , «, f .:i. .111 ".f . �.• - •r sw r .S�C/�L E • f� ` f : :. _ a •,� ,:'-. J. - :1 . , G I L.E.• . . �X � 71 M t E i „ r , : ..'':, ,. a r� ...__.. ... r. ^. .- .. Q -. ,. •. .. . .... _ .. t. . , , � . . - , . .:, .l ,,t •. . I ._ :,• - � - . .. ; - 1. , ,1 - /a . - .. _ -. - , , _ - . • � .• . `;�� R S COV ��YAG •.0 B PALM E HT LU { NC. . ! 1 r d r T n r' ` a Y 0 E Fy :SALEi�i 1� .,• n 1 t ARTHUR 't+ , r 6BRA F • H. � & .P. LEBLANC • UCK m . , .. • ., _ 810 ..PL'AN , .. ., :: _...1♦:. ra ....-....�,. .�� . .,. .-,� •. '_C., U£ .:ELEVI DAT E � 2 �7. w / I% 9, c / P t, s 37f _ SCALE� �ASNOT£D r • , .f 1 f L t� Y Y f^ , t r .. , r , f . ••, , Y'.. 1 It .: � •a "l4 . ,:'_- ..s. _. u'. a.. ,... ....<♦,.. .._.Y-.L..w .. 1....' .. ._., _:..u:. .. a -. • •.«..Ar.�t __.._Jl{Y..••u_ :•.,.�+ww4__• t ._....Lr+.1- .-••�.:Y r.. •.._. r.wi- r• _. (ur . +r. .-. r++ _ .- .a.•r_✓- .u•u__s�._,. _.Y-_n. • ♦ _, • •..l.t._ •...{! f _.ii •u _..._,.i,,,... a _ .. _....-K-.I. at, • • .. ..,fir._-�'Y♦. f.w•. ....- •_. ..,.• u a.... ,..♦ •. � +- .. J� .r., M •-.. .., .. _.. _ . SHEET N0. I CF 4 HARBOR ST. 9pPBL o �❑ao❑ o � m o W PA'Le ❑ ST. f T ❑❑o❑ •t L m , Drill Hol¢ (Fnd) 'F' rZ� YACHT LOPt. CLUB 9 m LOCUS co N T Pa/mer Cove 1 Q 14 •'PI LLU W S TP--1 LE z Z � Q ! � m -33 KEY MAP n TRACED FROM N.O.S. CHART" 13276 _ SCALE : I TO 10000 a m Z � m Fa 3, � b t0 O Ix > Drill Hol¢ •B• /p6 0 Existing Ground A ,3 S o FQ ,�,p • 30a f ~w Srio^ LONG POINT 3/oPQ • � 4 zq 'y,,�, O e 0 `O8 X66/ M/CC • ' 3 3 6 ,% '?S� ges0^ w� z \ Dred e to Elev. 8.0 M.L.W. � PO Z.3350,• Lo !mit EIev. 9.0 PA.L.W. . 3'6 /'S\�?,j ��4/6 ^O �- y S.q S S. 2 .� O/> SOS e " 3rD^� o r S 5 6 2 y / 6 Variable 2 .6 S.3 S 5 ? 3 \��/ O @Os 3e. 0�� m See Cross - Sec+ions P• 1•/ • S O S 6 SS • •.1 3 99 3 94 \ 0. 1017�0 S e,;�e Rf 7 1,L,^� Ql9 -,-�-,., ! 6+93.04 BENCH MARK s'6 S7 s' s s w I I > S,9 .4 OZ � ` r Drill Hole (Fnd.) `E' X113 � 9 p S•B .G Sr S9 Q �� op 'O _ LZL Drill Hola (Fad.) X" I ! 6•/ S9 S. Z•6 �?O��O / 4 2' e 9 3, o o. rn.� / o TYPICAL_ DREDGE SECTION E1. 14.39 M.L.W. '3 C. 6 0 8 � ,O Q ,O rov 00 (Ot 4 s S 6 3 4 6 3.4 4 O 0 �_�'. a,> -(T - APro F\ - > S 3 6 Z >•3 O, 4 O > 0 3 o•Z OS /, .9 N NO+ +o Scale 4 S.9 S p 9 4 /.2 / 8 / > OS `}•h 4• S Q O, O g S -0 4 s 2 s s ' 4, h e / / o ?/ 6 > • • 6.O • 9 Sd / / 6 ? 2 / .3 / > /p 9 7 2 Z. 3.5 S i • . / S, 3 a 1 /, 1. / O 6.S 64 4,9 S, F'3 S4 3. 39 S 8 3.9 2j O0 , j 9 Zze Z'6 2.6 3.ro 33 33 3.5 6 6 ,S S.S 6 S 4 3 Z.C' Z.G 3.1 '' 5 6 3 4"5 Sz G. S> S Z 56 g S S > Z 3.1 g5 3 3. 9 S 9 • �66_ S 9 S8. S 3O S' S, 04 3 3� A3 3 f 31P O s6S 6, 6. z 6 6 64 9. S6 SS4 8 4S S >> a SS S > 6. 3 6�s y r 5 6 6T4 9 7.0 7.3- fi- p 9 E? S 5. S j• 6 S 8 2 / O �, y 64 G. 9 6 63 6O S.9 B 0 S@tea 6Z 1 6.6 10.9 - / O. 6-6 >.0 S • 6 6 9 > 9 6. 6, 5 S 4 S 3 S S 6. S > S.@-i 6 P G. Co.0 6.4 7.0 7.0 7.(0 3 1$ 06 O •6 / 66 > 4 6. 4 .6 .O 6 4 6 4 S 4 S S. 9 S > �S. 6.1 •3� 7 1 Q tl 3 p 4 • q 4 6@ 6.9 6 3 4 4 3.S 3 4 6 / 5.G 7.0 6.3 7.2 -7 2. -t.3 Q 7 .� 3 ! •3 O 9 �.% / 6.6 66 68 6 .32 .9 4"> 4./ .l 4.5 l0 (0 19 Co.O v - •S 3. 4 64 / 'e Z 3.a.6 5.0 2 R¢por+¢d + �Z 5 6 > 6.6 4 / 4 / 6 / > / '9 / 9 ?./ 2 2 2,4 3.1 3.g 6.0 5.5 9 4 9 2 O E8 Cc_�7 1 to.9 7. Ledge U p.`y O.S 03 1p6 - / 4 / /_S /-8 2 0 2 2 244 2. 1 2. 1 2.3 4.G 3.7 3.7 2.8 4.1` `C''0 Q SALEM HARBOR m a o S 4 O / / �. 9 24 / 4 / 3 / , �--/ 2-Z: 2.1 2.1 2.3 2.6 2.7 2.9 3.2 G 3- 3 g2 A.13 o S O / 9 I o . '`� '4 '6 2 2.- - I 2 3. g.1 7 a. L tl 1 O 3 U d j OS / .3 OGq p0.9 16 // / .6 / 00/ /.S 2./ / > / 9 ? 3 23 23 Z.5 Z. Z 6 3 Co �_3--3 3g AA CO 41 O.9 / O / o'y / 1, / 4 1 S / 6 /_ /.g / > 2.4 Z 3 z 4 ?4 Z.4 Z.6 2.6 2.7 3.3 .4.o 0 I !p 1 •O / '4 9 6 9 4 > S / S Z Z Z.5 3.1 2. 3.8 Al 3 3q A Drill Hole A ` I 1pS Oe p' 9 0 0.9 // iom 6 °S // S ? 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O 2,p 9 3 2.3 2 1 2.e 2 .8 3. 3.2, 3.8 4.5 A E Z / ` / ? e ?3 26 2i 2. 0 3C 3.3 3.3 3.9 3.1 3.� 4.4 Q � '43 A5 i O' 9 / l .6 /'> 2❑ ?'z 2.� Zo /.g Z.2 2'e Z 4 2, 8 3.4 3.5 3.4 3.5 3.2 3.B 3.7 43 39 A� QQ 41 'a .3 5 0 9 .6 ,,G ,1 9 2 212 ?./ 2 p Z / z. 2 Z.q 3 9 3./ 3.2 3. 5 3.2- Z.e 3.5 3.9 3.7 4.0 '' g Q Z A Z Q 13 A- �Z / 9 Zi/ ?4 Z..0 2.� 2.33 ZS o 2.9 2.7 33 3.4 3.G a.0 p4. ASO t' Co p9 ? g 1 a 20 2./ 2.s ?.S 2,p s 3.0 3.0 2. 3.2 3.4 3 .8 Ao 5.0 a.7 A..2 5.1 41 Q9 6 2, 2./ ?.S ?•S z O Z 9 30 3.9 3.1 3.5 3.7 3.B A.a 3q 4.� Q8 0 2.0 2.4 S / 0 3.1 a.2 A.i 4,6 5 2.4 3./ 3.S 3. 0 3.0 4.I 3.7 4 o aA A. 3 t, 0 6 2,6 29 3.4 3.0 3.4 3.3 3.6 3.5 a.2 a•� A5 A..2 5.o�� Z.9 3.2 3.o 3.G 3.6 3.9 4,9 a.Ca A.a 'n.13 5 p44 Z ? 3.Z 3.2 3.8 4.8 I Q.3 5 � 52 ' Z.9 2.9 3.Z. 3.B 3.B 3 9 a.7 .4 Q•a 5`� 3.0 2.8 3.4 4.4 4.1 4.1 A.9 4,2 4.9 9 2.B 3.1 a.l PROPOSED HARBOR IMPROVEMENTS V 2.g 4.0 4.7 4.Q 2. 5 2.7 P,4 L MER CO VE 2.8 Z•8 3.7 3 9 3.8 4-z- A.0 3.7 41 A.s MAINTENANCE DREDGING 3.7 A.(0 NOTES= 3.7 A.I Soundings are in feet and tenths on the plane of Mean PALMER COVE /N SALEM HARBOR Q ,^❑FN .`�'�� asp 3.7 Low Water. Minlus figures represent elevations above SALEM that some plane.. • Represent existing timber piles. PLAN a DETAI LS PLAN Refer to Transit Book 1042 , Sounding Book 944 100 50 o too zoo Dredged material is to be placed in scows and disposed DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING I of within the limits of the existing dumpinq site at DIVISION OF VNATERWAYS �ACVm;�,,�� SCALE l`� 100' 420-25'-42" N , 70°-34'-00° W (2 N. mi. diameter. ) JULY , 1980 DESIGNED BY ,PA61 ROBERT A. BRAMAN PE_ (Foul Area ) TRACED 6Y RAB�R CIVIL ENGINEER , WAREHAM , MASS. D.E.O.E. REVIEW Date of Survey : March I7- 25 , I980 BY DATE CHECKED BY RA" tEF ENGI -ER, WATERWAYS CONTRACT NO. 2959 AC . NO. 05152 A . 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GR,ADED STOrIF Pip PAP ` "�•" \ GRuSHED STONE 2 v STIFF YEtLo'f( � (,'-o 6 -b GLA.Y 7Rr,ce a vEf Y STIFF YELL. 12 SiiFFYELLCFAY, ,7 .�' � F ! h!F' SAN1) CLAY TRACE OF 1. � i RACE FINE ? . V r.Y STIFF 4 ► : � E ELEV• ' 13.00 EXISTING GRADE ` FINE SAND 20 SAr. D E YELLDIJ CLAY, is p� JEKySTifFYEl.I� Y,,11 LITTLE FIIIE ib r�f \ ELEV. ' 6.65 �• � TRA.U.MI ' SA}!D :2 lb,.el SAND 121 1 1 ff Y�hTEf' 1.EVLL - TIDE I �l DAVE STAR+ID & COMPL LED 1112877 SACT I ON AA SCALE r8 " = 1'- o' �LE�.+o.2s w / PALM LRS COVE YACHT CLUB IN 4 WATU FRONT REPAIR 74L AV ITT ST SALEt'i MA. BY. W.P. LEBLANC DAT E• . 11/20/ 717 SCALE ' A5 NOTED REVISED 1 /23 / 80 3� - o G PORCti DECK - If - 6 - i / I I ELEV 'I5.75 FV.{. TRACY, FORt�,OBtLE LIFT ELEVIS00 6�. .* . GONG. CAP -- - ELEV. ' 14.5 r +� 1 I � 1DETi`,IL 11 • +I t "GRoVT, T ELEV.' 6. 85� ELEV. *6. EXISTII`I G WALL t PIER, -r- _ { ------ --� `-.-2 c-- J! T s - - _ _ —� LEV, -. -- I � 11 I I 5-0' X12-6GOflG. FTG. I of j i(- — — — - - - - - — — - - -- — — - - — — — - - - - — — — - - - -I - ELEV_` 0.?5, 'y L O t 57.3" , _ 20 SECTION B [� EL � VAT10N SCALA i:;3 " p.. NOT VERTICAL POINTS ON I" PIPE FOP, WEEP HOLES FIRST COVRSE OF BLOCK " 2'-0" 0.6. VJiLLNOT BE GROUT >= U �'/3 —�` r� '�8 PALMER'S COVE YACHT CLUB INN. = WATER FROM i SUNK I " GPOVT 33„ - 74- LEAVITTST. SALEM IAA. BY:W. P• LEIBLA14C DATE : 11/21 / 77 SCALE : AS NOTED REVISED 1123/ 80 , DETAIL 1 SCAM~ 1 1 - 0 TRACK FORUFT SCALE 1 = 1 - 0 31 i SHETLAND PROP. 25E .45 � 90 --- /� LO—CKERS i / \�\ r TRACKS FOR MOBIL LIFT PROPOSED/WALL ' 4-0-0 4 �0 E ISTIIIG R LWAY WIVCH f PIER 601,? YARD HOUSE I �tirr� UiRY Fto \T 5 w% ,' 6 6• o,. I PCYG p CSU p NOUS. EXISTING WALL LOCKERS �- j � o 157'-0 \ PARKING L0 0 J 184. 23 , LOCKERS PLOT PLAN SCALES III ==2Go•' PALMKS COVE YACHT CLUB INC. ' THERIAULT PROP. WATER FRONT RUAIR 74 LLAV17 ST. SALEM MA. BY: W. P. LF- 2UNC DATE -- 11 / 20 / 77 SCALY. : AS NOT>_D "REVISED 1 /23 / 80 10 _ p" �_ I _ 401- 0" N 0 N DRY MAST IK ONTRACK Y TRACK WILL HAVE cor ,5tti6 SLopED VERT FEARING ONLY, FOR' DRAINA6E' ON V. ALL CP,VSHEDSTONE DF-TAIL 2 TOPOF PILES LE V. 8" C 60112. GAP TRACK FOR MOBILE LIFT 33 WF 120 -� STOP ♦ 1 _ i'�- , o ` T-T' . 1 ; 1 --""f- . . M ISI. 4- X12 P,ADED STONE TIMBER i �• n � f3�C'!KE IP - R1. P ~ �; n� r r CONC. BLOGK TF.EATED PILES n•.C,lrf 5= 0"OIdCENTER � 5S PMS Lu u 'y LJ t: SERIES 300 ,�' • ELEV.�8.c0 � o• .- ' . PINS-c °- b, p' "GROVIrr — M. HVl. ELE -- — - - s r � '' ' ih E LE V.t2.I' :A FTG. ELEV. ' 1.1 e TR1IVD : D AREA `i r ELEV. +0.. 25 _ , .•. . : •. . : •. : .� : . . . � •. . . •� e : �- •�, ! 12- 61 20-Cj' oil C 0 � G SCA ?/8�1 - '- O, S � TI c � C LE 1 1�•r 8" 12"' PILE 4X 12 TIMBER _'f > • t 1 • j - 5j1' BOLTS ' r z PA LM ER'S COVE YACHT CLUB WATER FRONT REPAIR 7/t- LUV I IT ST. SALEM 11A. 4!'Y6"BRACE i 2BI- ANC DATE : 11/ 21/ 79 J PLAN TROUT. ELEV. SIDE ELF-v. SCALE: AS NOTED L' REVISED 1123160 'ice DETAIL 2 SCALE- Va" = I +- 00 I - 11- 0 -- 12'- 0.. L- �b� I * I B ELEV. * 15.00' / 4 0'— 0"' I / -- O �I / - - - - - - - siTP,AGK FOR MOEILE LIFT o � x ��c p 8• CONC, PP,OPOSED WALL STOP 0 PAD ff ' ,TEST PDRINGS * / 1I16 :o EXISTING _ 1 C014t. PAD A �X1ST - ELEV. + 15.00 , \ S /� � ELEV. } IS.00' E LEY. ' 15.75' I G �l1P, LL I PIER B .�. EX�ST1h .EXISTING WALL LIMIT OF VV0RK gip_ . A SC1•- 0•• TEST BORING REPDa TS BORING'S 1 B oP.lrlG * T30RI?dG �' 3 1/ — ' GP,OUh,D SuRFAGE 2 SAND,GRAVE 'L 1 LC�,E FI;;E S1.F D 2'� 6 B'— a" SAitD ,GRAVEL, 3 SOME V,ODD I 1 ICI-AY TRACE Of 1 - ---_--- -. -- ---_-- -.—_.__ ---- -___--. ..__--y- ASHES ,SOMF 6 • BRICKS FILL 1 ° OFGANIC SILT 2 WooD BRICK 2 2 -� SOFTCUU VINE 1 2-G MED. YELL.CLAY 2 j nG1r;DEEfS FILL SAtdD,TFAGE Or 2 3-6 LITTu ri),E sA.t;D z,, I E.M. ELEV.-* 15.00, PROPOSED GRADE ELEV. 1 . 5ELEV. t IS,00' ORGANIC SILT 2 STIFF YELL.CLAY, 6 i 2 STIFF YELL.CLAY, 3 LITTLE TME SIX 7 2 �_ R ACEFINE 5A1'ID 4 � -�— GRADED ST01IE RIP RA? ��,�„ ;'` ` GRVSNED STONE 2 J D STiF F YELLo�r/ 7 0o • 17 CLAY TRA.CF. , rO �� 6 -6 , 0 VEFY STIFF YELL. Q STIFFYELLC�AY 7 p FI �, E SAND 14 ' TRACE FIN CLAY7RFCE OF Y- V. 13.00 �7 _, '� '.t": � 2 EXISTING GRADE + vEnY STIFF 9 —� (f� � r SAND 9 75 p•r" FIVE SAr1D 20 YELLi0W CLAY, liR.YSI;fYEII R- l \\ ELEV. 6.fi5 ^ TF;t,CEFINESA.1iD 2 0 SA DLE Fitd t 21 YdAiEP.LEVEL — T tpE �l DATE STAF,TED 2< COMPLETED 11II2C/ 77 SACT I ON AA SCALE %'a = 1'— D" ELEV.+0.25 ' PALMEWECOVE YACHT CLUB INC. WATER FRONT REPAIR 74 LUX ITT ST. SALEM 11 A. BY. VARLEBLANC DATE : ll/'20/ 7 7 SCALE , AS VOTED RtV ) M 1 /23 / Eo