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29 CONGRESS STREET - ZONING (2) i 29 Congress II Shetland Properties t , �r i 1 1 r r 51n�-�1 c�,r�d_—�ee�� �� � . �, o � z � _ r m � � �• z • Q c • �1.) Ii !� I�� FLOOD HAZARD ZONING AMMFNDMENT I I i i r I i PLANNING BOARD SPECIAL PERMIT (y ) WETLANDS DISTRICT --¢ ( ) CLUSTER DEVELOPMENT (X) FLOOD HAZARD DISTRICT ( ) PLANNED UNIT DEVELOPMENT (..,'t SITE PLAN REVIEW APPLICATION NO. L )_ BUSINESS PARK. DEVELOPh'= APPLICANT: PROJECT DESCRIPTION: CONTACT PERSONS AND PHONE: Applicant: 5h-& ftp �P�7�s1Ps�FIAQJ City- .1. Received by Planning Board (5 copies) (Applicant must also file with City Clerk) .til g 2. Distributed for comments - g (by) m n 3. Comments received z " E ' o ! (by), v ; 4. Public Hearing .0 -- _ J a. Advertise 19 days before hearing Dates 10 1,2 s (N `1 Date Placed by b. Notice: Applicant/Owner, City Clerk, c1. Building Inspector, City Engineer, Board of Health, Conservation Commission, t !L Historic Commission, Abuttors , Beverly, == Danvers , Peabody , Lynn, Swampscott, 31 Marblehead. i Date Sent by 5. Decision by Planning Board �— g V Lo N _ a Denial Approval (by 2/3) I�' � •H I E m N b. Notice: Applicant/Owner, City Clerk Building Inspector, City Engineer, Cj g m o Board of Health, Conservation Commission, o W74 Other. v Oiw -N • e� cIm e Date SentfI" by I� m m 10 6. Recorded in Reaistry of Deeds — (Applicant's Responsibility) (9itu o %C55c lI� /fflassar4uuA4Y ` ` 1 ^ " � Planning �3nttrb w«•mss' (One cttlrm Green DECISION Nov A t !: PM 1 November 8, 1985 FILL SPECIAL PERMIT WETLANDS AND FLOOD HAZARD DISTRICT Shetland Properties 29 Congress Street Salem, MA. 01970 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 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. Walter B. Power, III .,( Chairman U !I P V i WALL STABILITY STUDY SHETLAND PROPERTIES BUILDING NO.1 29 CONGRESS ST. SALEM, MA Prepared by+ BERNARD N. WEBB , P.E. 23 CAREY ROAD NEEDHAM, MA 02194 Tel: 449-1984 December 28, 1982 WALL STABILITY STUDY SHETLAND PROPERTIES BUILDING N0 . 1 PURPOSE: Confirm that lateral stability of north stone wall x111 not be jeopardized by dredging removal of soil as required to accomodate proposed marina . (Reference : Marina Plan by Sasaki Associates , Revision of 4-1-81) METHODOLOGY: 1) Observations and photographs , summer of 1982 . 2) Research on topographical history of area. 3) Test pits at base of wall. 4) Test boring program. 5) Interviews with marine contractor and engineer. 6) Structural calculations . ATTACHMENTSt 1) Test Boring Location Plan dated 9-1-82. 2) Test Boring Drilling Logs , BW Drilling (8 sheets) . 3) Photographs of existing wall and explorations . 4) Test Pits. Field Data (rod probes) . 5) Structural Engineering Calculations dated 10-1. 6) North Wall 'Elevation (11" X 17" sheet) . 7) Section View Looking East DESCRIPTION OF TESTING PROGRAM: Exploration of the relevant terrain including a verification of bottom of wall location was made using a combination of hand dug test pits and selected test borings. Three borings were taken at low tide using a portable drilling rig . Results of this program are attached. Wall Stability -2- 12-28-82 CONCLUSIONSs 1) EXISTING STRUCTURE As indicated in Reference #7, the existing stone wall is a continuous support element for the six-story concrete structure , Such Imposed vertical loads acting on the top of the wall strongly favor wall stability . Accordingly, the stone foundation may be considered laterally restrained at the top . 2) WALL DRAINAGE The open pointed composition of the wall allows for a free drainage of tidal waters in the receding phase . Such can be observed clearly at the site during outgoing tide . The building up of undesireable wet earth pressures against the Inside of the wall is minimized. 3) SOIL COMPOSITION The test borings revealed the presence of moderately dense sand-gravel material generally from the level of the wall bottom downward . Below that, so-called refusal of the boring probe was reached between 12 and 16 feet, indicating the existance of hardpan or soft rock at those levels . Such materials offer good resistance to vertical pressures and to horizontal sliding tendencies . 4) FOUNDATION TYPE The bottom of the wall was ident- ifted by test digging and probing with rods and is located as shown on Reference #7• While the presence of piling could not be confirmed, the soil materials present in the area would suggest a possible combin- ation of piling and continuous wall soil bearing . Wall Stability - 3 - 12-28-82 5) SOIL BEARING PRESSURE VECTOR The attached calc- ulations reveal that the ratio of horizontal earth pressure to vertical gravity loadings Is such that the resultant pressure vector is markedly downward . Such a fact is favorable to lateral stability of the wall base , particularly where the earth near the base of the wall is counted on to resist .outward movement in the event of the dredging removal of .existing materials as proposed. 6) PROTECTIVE EARTH BERM In accordance with standard foundation design. practice regarding earth bearing footings , a protective slope of undisturbed earth called a berm (or anequivalent means ) is recommended. Such an element serves the purpose of providing standard resistance to frost penetration at extreme low. tides in winter, and also safeguards against long-term erosion of soils at the base of the wall. SUMMARY CONCLUSIONt On the basis of this analysis , the author confirms that a dredging configuration as shown on Reference #7 anllncluding the protective feature noted above will not adversely affect the existing building wall. It is recommended that all impllmentation of such work be carried out utilizing the consultation of a \\\ qualified , registered marine sneer. �SS� yN PREPARED BY 7_� Bernard N. Webb, P.E. Attachments 23 Carey Road Needham, MA 02194 LOC rRT[Orq 48 86 • • X06 Pt33 �Z33 Lie '] orfs z 730'LINgS 12 ny -W DK21 W nq Q r !SuDOUrzYe MA. E 11 T)'PbrLrr+eLE mq Lsiw n aN TIDAL- FLAT5 FOP Pt3� N o I� fl > 1 SLD J fl N:-r.5.. 4� pal �oDADLE s • � !2 [BOULDER -�6 �♦ -PI RREA• '� -" � I`RELOGVaT�ONS Shetland Properties B & J DRILLING HOLE NO. B-1 •35 Congress St. 25 WINDSOR ROAD LINE a STA. SUDBURY, ?PASS. 0I776 Salem, MA OFFSET JOB LOCATION Salem, MA SURFACE ELEV. PROJECT NAME Proposed Marina WATER LEVEL None at Comp DATE STARTED 9 /8/82 BORING FOREMAN D. Pitcher DATE FINISHED 9/8/82 INSPECTOR SCALE SAMPLE DEPTH 30"BLOWS STRATA IN PER 6' FIELD CLASSIFICATION AND REMARKS FEET FROM TO ON SAMPLER CHANGE" 0 2' 4-5 4-3 Loose to firm Fill; � - Boulders, Sand, Gravel, Brick, Cinders, Silt, etc. 5 J517' 21-6 3-14 '1 -- -- - - - 10 10' 10.5 10.5' 120 - Bottom of Hole 10.5' Refusal 120 Blows 0.5' Penetration with 140# Hammer Note: Made two trials 5' then 10' toward the building and was unable to penetrate past 11' . I REMARKS: BLOW COUNT TAKEN WITH 140 LB. WEIGHT FALLING 30" ON 2" O.D. SPLIT SPOON UNLESS OTHERWISE SPECIFIED PROPORTIONS USED: TRACE = 0 - 10' , SOME = 10 - 35%, AND = 35 - 50% ..Shetland Properties B & J DRILLING HOLE NO. B-2 35 Congress St. 25 WINDSOR ROAD LINE & STA. SUDBURY, MASS. 01776 Salem, MA OFFSET JOB LOCATION Salem, MA SURFACE ELEV. PROJECT NAME Proposed Marina WATER LEVEL 7.1' at Comp DATE STARTED 9/8/82 BORING FOREMAN D. Pitcher - DANE FI—NISHED 9/8/82 INSPECTOR SG ( SAMPLE DEPTH 30"BLOWS STRATA FIELD CLASSIFICATION AND REMARKS IN PER 6* CHANGE FEET I FROM TO ON SAMPLER 0.5' 2.5' 2-4 2" Asphalt Pavement 4-11 Fill; Boulders, Sand, Gravel, Silt, Brick, Cinders, etc., some voids 5 5' 7 ' 2-3 4-8 - 10 10' 12' 4=10 6-S Bottom of Hole 13.0' _ Refusal 50 Blows 0" Penetration with 400# Hammer on open-end AW rod REMARKS: BLOW COUNT TAKEN WITH 140 LB. WEIGHT FALLING 30" ON 2" O.D. SPLIT SPOON UNLESS OTHERWISE SPECIFIED PROPORTIONS USED: TRACE = 0 - 10'7o, SOME = 10 - 351k, AND = 35 - 507b Shetland Properties B & I DRILLING HOLE NO. B-3 35 Congress St. 25 WINDSOR ROAD LINE 6 STA. SUDBURY, MASS. 01776 Salem, MA OFFSET JOB LOCATION Salem, MA SURFACE ELEV. PROJECT NAME Proposed Marina WATER LEVEL 9 .0' at Comp DATE STARTED 9/8/82 BORING FOREMAN D. Pitcher DATE FINISHED 9/8/82 INSPECTOR ---T SCALE SAMPLE DEPTH 30"BLOWS STRATA IN PER 6" CHANGE FIELD CLASSIFICATION AND REMARKS FEET FROM TO ON SAMPLER 0.5' 2.5' 2-3 2" Asphalt Pavement 11-10 Firm Fill; Sand, Gravel, Brick, Cinders, etc. 5 5 ' 7' 6-5 7-14 10 10.0' 10' 12 ' 5-7 Loose to firm brown Silt, 4-3 12.0'i some fine Sand r— I 15 Very compact fine to-coarse brown Sand, 15' 1 17' 44-42 some Silt 31-2 20 20.Q' 2 I22 22 Sounding 34 25 - 36 2b 8' Bottom of Hole 26.8' Refusal 50 Blows 0.8' Penetration with 40011 Hammer on open-end AW rod REMARKS: Blow counts from 20' to 26 A' wprp takpn with 4Q0# hn=pr nn nppn-end BLOW COUNT TAKEN,WITH 140 LB. WEIGHT FALLING 30" ON 2" O.D. SPLIT SPOON UNLESS OTHERWISE SPECIFIED PROPORTIONS USED: TRACE = 0 - 10%,, SOME = 10 - 35%, AND = 35 - 507b "Shetland Properties ` B & I DRILLING HOLE NO, B-5 35 Congress St. 25 WINDSOR ROAD LINE 6 STA. SUDBURY, MASS. 01776 Salem, MA OFFSET JOB LOCATION Salem, MA SURFACE ELEV. PROJECT NAME Proposed Marina WATER LEVEL None at Comp DATE STARTED 9/10/82 BORING FOREMAN D. Pitcher DATE FINISHED 9/10/82 INSPECTOR SCALE I SAMPLE DEPTH 30"BLOWS STRATA FIELD CLASSIFICATION AND REMARKS IN PER 6' CHANGE FEET FROM TO ON SAMPLER 0.5' 2.5 ' 11-7 2" Asphalt Pavement 12-12 Firm Fill; Sand, Gravel, Brick, Cinders, Silt, etc . - 5 ' ' 10-8 9-9 9.1? Bottom of Hole 9.1' Refusal 50 Blows 0.1' Penetration with 400# Hammer on open-end AW rod REMARKS: BLOW COUNT TAKEN WITH 140 LD. WEIGHT FALLING 30" ON 2" O.D. SPLIT SPOON UNLESS OTHERWISE SPECIFIED PROPORTIONS USED: TRACE = 0 - 10'77,, SOME = 10 . 35,7,.- AND = 35 - 5090 Shetland Properties B & J DRILLING HOLE NO. B-4 35 Congress St. 25 WINDSOR ROAD LINE a STA. SUDBURY, ,MASS. 01776 Salem, MA OFFSET JOB LOCATION Salem, MA SURFACE ELEV. PROJECT NAME Proposed Marina WATER LEVEL 8.5 ' at Comp DATE STARTED 9/10/82 BORING FOREMAN D. Pitcher DATE FINISHED 9/10/82 - INSPECTOR SCALE SAMPLE DEPTH 30"BLOWS STRATA IN PER 6" FIELD CLASSIFICATION AND REMARKS FEET FROM TO ON SAMPLER CHANGE 0.5' 2.5' 10-34 2" Asphalt Pavement 19-15 Loose to firm Fill; Sand, Gravel, Brick, Cinders, Silt, etc. 5 5' 7' 8-7 7-8 • 10 - 10, 12' 6-3 3-5 15 15 ' 1 17 21-12 Compact to very compact fine to coarse gray Sand, 33-35 some Silt and fine Gravel 18.0' — — ------ - 25 20 Sounding r Bottom of Hole 22.5' Refusal 50 Blows 0.5' Penetration with 40011 Hammer on open-end AW rod REMARKS: nhtain 1 Rlnw Pminfq rnm 1AI ' mere tR1cPn jaitli 400# hammer nn nppn-end BLOW COUNT TAKEN WITH 140 LB. WEIGHT FALLING 30" ON 2" 0.0, SPLIT SPOON UNLESS OTHERWISE SPECIFIED PROPORTIONS USED: TRACE = 0 • 10'M, SOME = 10 . 351/c, AND = 35 - 50/0 ' Shetland Properties $ & J DRILLING HOLE NO. PB-1 35 Congress St. 25 WINDSOR ROAD LINE 6 STA. SUDBURY, MASS. 01776 Salem, MA OFFSET JOB LOCATION Salem, MA SURFACE ELEV. PROJECT NAME Proposed Marina WATER LEVEL ComSUrfaCe at DATE STARTED 9/8/E2 BORING FOREMAN D. Pitcher DATE FINISHED 9/8/82 INSPECTOR SCALE SAMPLE DEPTH 30"BLOWS STRATA IN PER$12' - FIELD CLASSIFICATION AND REMARKS FEET FROM TO ON SAMPLER CHANGE 11 21 12 5 3 Sounding 25 16 - 10 17 Bottom of Hole 12.0' Refusal 100 Blows 1.0' Penetration with 140!1 Hammer Note: Blow counts taken with 14011 hammer. REMARKS: BLOW COUNT TAKEN WITH 140 LB. WEIGHT FALLING 30" ON 2" O.D. SPLIT SPOON UNLESS OTHERWISE SPECIFIED PROPORTIONS USED: TRACE = 0 - 10;*. SOME = 10 - 351/b, AND = 35 - 507b Shetland Properties B & J DRILLING HOLE NO. PB-2 35 Congress St. 25 WINDSOR ROAD LINE 6 STA. SUDBURY, MASS. 01776 ' Salem, MA OFFSET JOB LOCATION Salem, MA SURFACE ELEV. PROJECT NAME Proposed Marina WATER LEVEL 0.2' at Comp DATE STARTED 9/10/82 - - BORING FOREMAN D. Pitcher DATE FINISHED 9/10/92 I INSPECTOR SCALE SAMPLE DEPTH 30"BLOWS --STRATA IN PEM12" CHANGE FIELD CLASSIFICATION AND REMARKS FEET FROM TO ON SAMPLER 3 ---- 6 1 1 5 4 103 45 — Sou n ding 88 46 10 51 50 60 1 57 57 14.9' --- -- .. 15 120 _ Bottom of Hole 14.9' Refusal 120 Blows 0.9 ' Penetration with 14011 Hammer on open-end AW rod Note: Blow counts taken with 14011 hammer. REMARKS: - - BLOW COUNT TAKEN WITH 140 LB. WEIGHT FALLING 30" ON 2" O.D. SPLIT SPOON UNLESS OTHERWISE SPECIFIED PROPORTIONS USED: TRACE = 0 • 1070, SOME = 10 - 3570, AND = 35 • 50rlo Shetland Properties B & J DRILLING HOLE NO. PB-3 35 Congress St.. 25 WINDSOR ROAD LINE & STA. SUDBURY, MASS. 01776 Salem, MA OFFSET JOB LOCATION Salem, MA SURFACE ELEV. PROJECT NAME Proposed Marina WATER LEVEL 0.7 ' at Comp DATE STARTED 9/10/82 .. BORING FOREMAN D. Pitcher DATE FINISHED 9/10/82 _ INSPECTOR SCALE SAMPLE DEPTH 30"BLOWS STRATA IN PERX12" FIELD CLASSIFICATION AND REMARKS FEET FROM TO ON SAMPLER CHANGE ' 2 1 3 16 5 56 Sounding 2 2 4 ' 10 9 13 12 8 30 15 109 120/ .8 15 8' Bottom of Hole 15.8' Refusal 120 Blows 0.8' Penetration with 14011 Hammer on open-end AW rod I Note: Blow counts taken with 14011 hammer. REMARKS: BLOW COUNT TAKEN WITH 140 LB. WEIGHT FALLING 30" ON 2" O.D. SPLIT SPOON UNLESS OTHERWISE SPECIFIED PROPORTIONS USED: TRACE = 0 - 1017v. SOME = 10 - 35%, AND = 35 - 5016 Sf r-C�K i s L� S � t4 .♦ t CF: v} tit l .+P oTY` K: ♦ �.tO. '. l � 1 x'•:71►' v �-y�y hz, r�; .✓ht �Cy � .=�gi� r• i .CF K "h ..•SYR-• tr �'. .hYe. •p},-a�:'r..>...-'ei _'.A�T'SO a..s: e �� '7�,�55, � d ..n��xnc+maArC_`.ri�* rrr`Q+"st�4•{'s �'rc,a w �'y�ar��Flas fF+><tr�r'i'=. r � 4a D4` 97, ` l t CYt•7M�.y 99n Mp •,�,�, ;F}c v4r Ta, „n t �oa:��:irs y.� L� �R. � �a:��. r�`�y IX"` e � .Yt..'r•'-4 Y' 7' a .- �'! 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G6 Wr;u, CnP . < W3 /oa4 voIo r-ncr02 ' 0)Y, eorFh �s -z X.1 G5 3 1=r�'RTl n>`L"5SS zE �c-�vlvraLLNr1 1 Y ✓'1=LL . t�12taINLfJ USC .045 UNIT PfZC550C .045 x 1 C) pnE�SVRL VCG7lz)2 �PrVCMN L=-XCG,ULOC-f ) I I — - —I F Vau, prZt;55V2C- �}cr1NG I�r t3orr) %+ 5.06 Tan VnUUY1ZC�l TIN p2G55URe — 16 , 54 – -Pr55rVE 710E t%rze55UP-C 17.2 — VILE T'Op >=21cr�ON �, Lmpc-nI'V)aNT' /aGncN 137 TOP Q� Wn� ,u 1+_ 1 K p - 16, 54-10,5= 6•� N/ •26 I-} eaY}�, _ ��x 5.06 = 1 , 69 6RY�V 5 6TOR/E >, r C jZ I L L z 1 sr FL r 12-0 20'„ C 12• /BUILUING No I. t• [ TO CHANNEL _ . HcrL�NO -r<cP. � J C'3nsamENT STONE - SEA WA LLQ - ` MHw ` -� ^Pprclx. IWw - -"— 7 , ExlSrl nlG' - - - CNIr)ITILN DVTLINE OF PILES : FLORTS AS SHOWN ON 5ASAKI Assoc nW�SGT� STpNG L, __. JOINT noWN I MLW � .i� - - _ �t eEGOM MEN 'O�p / LIMIT OF DRET)GINGI APPROVED RIPLRAR BLANKET REiX�ING LINE- 1 \\,{_ / ;�URf->4G/NG 77EGOIF EU C JECTION VI E.4. - LOOKING 'CAST SHOWS VEnIFIED WALL C.ONrIGUART!ON C GJl3CTDGING LIMIT] ' l�SMT T=�OOR LIN ' --- N ca O I� EYSTG WI'qLL T`f/ Or=1LC- ` N l�— f IL - TIDRL SLOPE i 9 ? J O T CF 7 J E .4 1 +� q - L1 l- L 4635 p- o 13 2_` 'REF. TOC DLOW- SORT-RCE 507 FOOT -ISe' 09 J 57 (UNU95ED) REPUSFL I 'a CA � ' loo 77EFUSAL �.o. 12C� .ac - Q R EFU5AL �' . .°°.,a �"a ''INL:IGAT[-5 pORTr C'LE RIG 311 L-C]RING (SCUNU,"G) _ �T J<gN RT .LOW TIDE g0l�/NG T�Si / LE'OT�IN/G P32 �c^<IN/G PG :5 ��_ L:=G >✓n.CrI LL-:s SI-IOWN —�� C-rIST _ V 8 F?EF ENCE 'I2 L=U/LDING ',16j I6:9 ,� G/31D ( vOLUNIN= Y Pyr r DnRirl '�- h+RSs GCN„R CTE FOUN W/9 LL --H- HHH-HH,,,HHHHE11J HH1 �IIHEIHHHHHHH ' L7 Ta TION - � C1zTaN ITE STONE SLFIWR LL EX ROCK 5P01 LS _ TEST PIT 2 PLOTTED PT pRGL CF DLD..- TEST PITJ r WALL.L- Pi OTTT'M OOTONL COUR E`. h GTTOM OF WRLL APPY. ZO" �DORING P131 1307lING T B2 13CRING.T'�3 NO7-2TH WALL ELEVgTION EXAGGERlq TED VE-RTIGFIL SCRLE �6„_�dI -IORI'Z� SCRLE 1•= 301 Special Permit Application Wetland and Flood Hazard Districts Dredging and Marina Installation at Shetland Propertis South River Salem, Massachusetts 01970 September ':0 , 1985 GULF OF MAINE RESEARCH CENTER INC. ENVIRONMENTAL CONSULTING SERVICES 30 CHURCH STREET SALEM, MA 01970 .�; (617) 745-6618 CITY OF SALE14, MASSACHUSETTS APPLICATION SPECIAL PERMIT WETLANDS AND FLOOD HAZARD DISTRICTS Applicant: Shetland Properties M^ 8 9 54 AN T t� 29 Congress St. , Salem, MApit City Clerk amp Address: Telephone: 744-0556 CITY Si EM,MAS'S. Owner: Same Address Location of Property: On South bank of South River, East of Congress Street Project Description: Dredge area between existing channel and south bank of (adjacent to ShetlandPropertiesformer mill cam lex) ,Mooring piles floats , finger floats , and gangwmi to accofnmog to � ± s fprr 220 ' to 50 ' I. It has been determined by the Bui ding to, or at t � ProP��Y long. lies in the following area(s) : See Figure 1-4 . A. Wetlands District Wetlands ( ) Buffer Zone ( X) B. Flood Hazard District Zone A ( ) Zone A3 ( ) Zone V3 ( ) 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 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 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. I -2- B. In the Wetlands District, a determination by a 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 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 shallbe 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 (X) 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. Being a proposed boating facility ,fbe question of Ar—ces in times of flooding is not pertinent It iG nn+ that "pedestrians" will be using the marina attimaa of Dangerous flood tides All marina facilities-floats aanawava - etc. are designed to latest safety and marine engin-erina standards . See Appendix D- Wall Stability Study, Dec. 28, 1982 . _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) Water, electricity and sewage desonaal fniimn "t) a=n; i ; t; s will be provided Construction and insta11at3 nn Wi 11 nnnfnrm to heat recommended practice See plans for d " EJ_e ' stem to be waterproof, ground fault system, domestic water will bg provided from water main on applicant' s land. Sewa e will be pumped direc y o i y sys em on Applicant' s land. ($) 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. Yes. The project will have no adverse cumulative environmental impacts. B. Wetlands District: ( ) 1. The proposed development or use shall not include the storage of salt, chemicals, petroleum products or other contandnating 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 Commonwealth of Massachusetts. ) Yes . No storage of the above items is contemplated. -4- ( ) 2. The floor level of areas to be occupied by human beings as living or work space shall be four (4) feet or more above the seasonal high water table. NA ( ) 3. If the basement floor level is below the seasonal high water table and affords the possibility of human occupancy at some future date, although not originally intended, adequate 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 ( g ) ( ) 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 ( ) 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. ( ) 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. NA -5- D. Flood Hazard District, Coastal High Hazard Area (Zone V3) : ( ) 1. New structures or substantial improvements shall be located landward of the reach of Mean High Tide. No buildings are included in this facility. ( ) 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) NA ( ) 3. The support of new structures or substantial improvements shall not be, in whole or in part, by the use of fill. (Provide details) NA 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 -6- 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 hi'3 successor in title to alleviate the effects of same. Signed Title Date • um� - 9 wood 'A\ n 4M15 rfi h Park Lobster Tuck Gof Cobr�e,,, Rocks P t BEVE4L HARBOR eri I L a {bo Irl," Ilk tic n," proper P T", n it Whlt�, �Bm Derby 3 L[ Lon ) g Pt Plater u EN� a'Y�II'r ;40CKS e .Palmer j V T oc A' AVE W a A IN, til �'P k Pt Brl�e P7 �4wjl 1� 61t C 3 gtg 4 i-A .MAI FIGURE 1 : SITE LOCATION I SCALE : 11I = 2100 N Base Map: USGS Topographic Map CNURCH D DONE Commmmoo 6 O 0 CHURCH n LOWER UPOLA� O � SPIRED u Property l 3 .. A L E : 2 GFa I %1.2 D VU A,m 2 ') ' 4 R ° 2 ` South D 1 . \ swine 43 F ._....... .3: FEE i9>B BO n0a CL a3 FI. \ t DVERs.CL a fT. \� 'Y °.. fl \�4\ .� O CHURCH TOWER 5 ACK• D D ��., � F,H 6— 5• LZ .,5. Palmers Cove 2 _.2 10 If D� Yacht ClubN J °PA 10 ° 0 9 8Dr\1 " 2 Gs .L2) uPalmer Cove J:jl 6 : •�Y � 3 eco Groln "'• i 3 / eP •�+ P.'9 RADAR REFLECTORS Ohba, relleclors have Deem placed On many pl. aids 10 navigation. Individual radar11 t identification on these aids to 3 South Salem z g $ ° y° 1 - Yacht Yard "'o e-6 P'ri°v 3 FIGURE 2 NOAA CHART 13 276 Ilk 1w yj L TA oll, A�Y - N Jv n rf no F aT� *A I-IT,-STY I wj WIRAIS ;'toV jA fit Long, Pe. m a S A\ mA SOUPPE SOUTH E+ 99\ yF9 �' \ STPE ,NpSH�N H ESS 0F\ 6 OWN � N5 STpEE 0p\ by Nf mm� a \ m FF N m 0HP ..'Aa yTTA '� W Gr ..� d X�`.• .�l i r r "E.•. ... ---� �ZONEA2 <s- vv� 20NE (EL313) \ Derby Wharf p Z( :)NE m m V. ZONE A4 / ZONE A4 �m (EL 11) < . t•: / ' w a ZONE C —� ST FEET PP�MEH aD 0 /ZONE A4 (EL 11) ZON STHEE ✓ i .O P TT HPSE� f; 3;_ZONE V3 FIGURE 4 FLOOD HAZARD ZONE DELINEATION PLAN SOUTH RIVER - SALEM HARBOR SALEM, MA. PLANS PREPARED BY SASAKI ASSOCIATES,64 PLEASANT ST., WATERTOWN, MA. J�V ° \ pf fKfA (ZVER HA SOUNDINGS FROM �- CONDITION SURVEY - ' SI/E TAAF/p ^ SALEM / BY ARMY CORPS OF ENG. -i0.6 3 YRAPERnES HaR6°z GATE JAN I °"' 1 / / XIST. I I BUIKNEp AO flll GRANITE WALL I N dl E MAUR " $I FREELMAN IL�- 1' / Q- .0 L cus t 4 S 13 Coe raChil Club sca eE IWOA.ACN13776 ItRAs p \1k NOTES / ? 2 •�I ARMORED SUBMARINE CABLE LIC.#5440. PICKERING WHARF / O Co h O PREVIOUS MARINA LIC.# 5890. 0 EXISTING MARINA -LIC.# 438. HERITAGE TRUST IL m o d 210 ESSEX ST. Le/ ® BRIDGE LIC.# 3979- CITY. SALEM 'MA. 41 a Q5 DATUM FOR SOUNDINGS IS MLW 0.0. / � AREA BETWEEN BUILDING NO.1 AND 6 m CHANNEL AND BETWEEN BULKHEAD AND CHANNEL TO BE DREDGED TO -7.0 MLW. - - 3 / \/9 - - , .- (SEE CROSS SECTIONS,SHEET 2J. -- - - -- \ OO GANGWAY- PUBLIC DOCK 2 GATE o� ® `6e" / `SHETLAND -© FLOATING PIERS: 61 WIDE. IBJ W PROPERTIES - �" /_4I' --l-29 CONGRESS ST. .FINGER FLOATS:4 WIDE, 20�LONG,30,O.C. '6 --m 3 SALEM,hdA. 10 FINGER FLOATS:2' WIDE, 16' LONG,20'�O.C. - MARINA-1 / �. - 0 FLOATING SECTION: 12' z Ira' . LIC.4645 / - 2 M29 I7�FLOATING SECTION: 121 z 16; WITH ELECTRIC PUMP-EJECTOR TO SAN.SEWER. TE 13 FIXED PLATFORM: 6' x 10'. 14 GANGWAYS TO BE 4' x 30'. 4 CO RESS STREET Q EXIST. GRANITE WALL TO BE REBUILT. PROPOSED MARINA AND DREDGING IN SOUTH RIVER AT SALEM O /00 zoo 300 fEE7 COUNTY OF ESSEX STATE MA. APPLICANT: SHETLAND PROPERTIES O 56 io o Mf7fR5 SHEET 1 OF 4. APRIL 8 1981 PLANS PREPARED BY SASAKI ASSOCIATES, 64 PLEASANT ST, WATERTOWN, MA. EXISTING _ - SHETLAND tM OF PROPERTIES M1Js I WALL :ot 'os� Ql MAUIRICE m +3 +p FREEDMAN y 7. EXISTIN9 - a' + 1 / 0.0 MLW _ CHANNEL - 1 �� �� ' 60' WIDE EXISTING ��� - y - BOTTOM y J 1 -•4 �(i - 6 - - ! `PROPOSED :7 DRE DD 140 -9 - / 60 SO. 40 -30 20 10 O - - C� FEET / - PROPOSED DREDGING SECTION A-A .EXISTING - SHETLAND .. - LOCATION OF DREDGING SECT/ONS PROPERTIES WALL --Z_L_ LIMIT OF PROP. 1981 CORPS DREDGING - +7 i6 .EXISTING +6 44. I BOTTOM 43 - EXISTING I +1 4 +_1 . . .. .. __.� CHANNEL -- - - O.0 MLW . - 60'.WIDE 1 Ir ' . . PROPOSEDI J _4 DREDGING` ''C -6 .. _g -7 -AUTHORIZE D - -8 CHANNEL 8 CHANNEL / -9 BOTTOM - 60 60 40 30 20 - 10 O - FEET EXISTING - EXISTING PROPOSED DREDGING SECTION B-B CHANNEL - SHETLAND PROPERTIES 1 WALL. ------ +4 +y +2 ALL DWG. THIS SHEET NOT TO SCALE LIMIT OF PROP. 1881 +1 CORPS DREDGING _ 0.0 M LW 4' r PROPOSED MARINA EXISTING - BOTTOM -2 AND DREDGING -3 �.'J I _y IN SOUTH RIVER PROPOSED DREDGING-� ./ 3 -_6 AT SALEM { , -8 COUNTY OF -ESSEX STATE MA. 70 eo eo 40 3to to b -9 FEET - APPLICANT: SHETLAND PROPERTIES PROPOSED DREDGING SECTION C- C I SHEET 2 OF 4. APRIL 8, 1981 -' i PLANS PREPARED BY SASAKI ASSOCIATES, 64 PLEASANT ST., WATERTOWN, MA. UILDI N!( N0. I - CLEAT(TYP.). - WOOD DECK STRUCTURE 12' - EL.11.6 10"DIA. 12" DIA. TEEL ROD 6 PILE PILE CHANNEL EYEBOLT SYSTEM I(30'WIDE) FOR CONNECTING - FLOAT UNITS d 20' CAP. 90 OAL. TOGETHER FLOAT FINGER FLOAT POLYSTYRENE - IB"FRBD. WEIGHT TOLERANCE, TDO LBS. PER - - UNIT(4' •2') - ii `___ I 1 --' --------' I � - TYPICAL FLOAT -SECT/ON , . . . it • I - TYPICAL - FLOAT SECT/ON - 6' HIGH C.L.F. 4WIDE 6' HIGH C.L.F. - 14 GATE I - - - 10"/12 CIA q EL.16.0 PE WOOD PILE. ld GANGWAY PROPOSED FIXED 40 WOOD PLATFORM FLOATS -CHAIN ROLLERS _ .. ........ . ........ PILE ....:.O.O YLW 12 DIA. - - -REMOVE EXISTING DISTURBED (TYP) _ COURSES AND RECONSTRUCT TO ELEVATION 13.0 - - VARIES (SEE DREDGING GANGWAY WITH PLATFORM — EAST -END �y �' SECTIONS,SHEET 2)- - " 6' NIGH C.L.F. - TYPICAL PILE GU/D£ C _ W/ 4' WIDE GATE - - GANGWAY NEW WALK NEW -CONC.-CAP EXISTING rBULKHEAD GRAN.WALL - SHETLAND PROPERTIES , - - FLOAT .. 12' NIH. 12" D14.PILE- ° PILEIRD TOP TO BE H3.0 IMLW O B GANGWAY AT. WALL WEST END,�.►A°'�'A.4 - - ,,f.�, 6'WIDE'FLO PIER • - MAUR C, VIA.PILE FREEDMAN - U N TYP: 1053., GANGWAY WOOD DECKING 69OFeG_--STF� +p FSS; �7`YP/CAL PILE WIDE THRO[/GH FLOAT -WOOD UC9T. (TYP.) (1 ALUM. PIPE RAI ID' ��:� PROPOSED MARINA . . . AND DREDGING - GRANITE BULKHEAD WALL TO BE IN SOUTH RIVER - • • RECONSTRUCTED G' NICK C.L.F TO ELEV. 13.0 AT SALEM CONC. CEM. LANDIN 4'WIDE GATE COUNTY OF ESSEX STATE MA. APPLICANT: SHETLAND PROPERTIES PLATFORM FOR GANGWAY - NOT DTO SCALE SHE SHEET 3 OF 4. APRIL 8, 1981 PLANS PREPARED BY SASAKI ASSOCIATES, 64 PLEASANT ST., WATERTOWN, MA. WATER LINE UTILITY POST y ELECTRICAL-CONDUIT WOOD DECKING �_____ ____,T___ - LAMP HOUSING `i 00 CIRCUIT BREAKER - AND OUTLET (TYP.) POLYSTYRENE FLOATS x WATER FAUCET - (TYP.) TYPICAL SECTION AT UTILITIES WIRING SERVICE N.T.S. ACCESS' . WOOD DECKING WATERLINE ELECTRICAL CONDUIT TYPICAL UT/L/TY - N.T.S • - - fir'M \SSsc^\ � f MAURtCf 1P ' FREEDMAN UTILITY POSTBUILDING NO. I ,*IM.20595�0 Q ELECTRIC PUMP-EJECTOR ?'oF,FGigTEP' � �• �-SS SS PILING (SEE p SHEET 3) SEWER 0 MANHOLE / C.L.F. W/GATES - - 4 T PLUG EXISTING ON WATERLINE GRANITE BULKHEAD BITUMINOUS PAVEMENT WALL PROPOSED MARINA .' AND DREDGING IN SOUTH RIVER • AT SALEM COUNTY ESSEX STATE TYPICAL PLAN OF UTILITIES APPLICANTT:: SHETLAND PROPERTIES I° = 40' SHEET 4 OF 4, APRIL B, 1901 1. PROPOSED SMALL BOAT MARINA BY 5HETi AND PROPERTIES --__ e X'lST/Np � ..(A R Munesutsp CABLE fwc • - - - I [_ /. I STI _ 'Ilz' � g0• W/pE , 4 6 <TYp> i (RRnY Cows ocEN 10, HA,/ j98o) t, G. N m 2' (TY P C. 6' (TYP) O Z A rn �' 6' N 4' [Arg BUILDING: 0PT16NAL EYER6zEEro HEDGE ,• ,,,�� SHETLAND PROPERTIES - - - a' GATE art RUATE 29 CONGRESS 5T. - - NO• ( . SAL , - .. I _ 9 E M 20 O 20 40 FEET MA II 1" 0 2 ( 1 - 240 i l _ l �. 60 60M b d 10 METERS Prepared by'. Snsaki Assocci+cs ` ` 6 24 b0 64 Pleasant S+. Woter+ow "A. i { pER lCK£R/NG p SOU T14 RIVER NIRf m PLAN ACCOMPANYING PETITION OF SHETLAND ` '„ SALEM Y HARBOR SHETLAND PROPERTIES 29 CONGRESS ST. J SALEM, MA. - nn I PROPOSED MARINA AND DREDGING ON LOCUS SOUTH • SIDE OF SOUTH RIVER EAST OF SCALE. Al.0.A A. Chart /3276 O YARDS 600 CONGRESS STREET BRIDGE. May 1980 Prepared by Sasaki Associates. ' 1 Watertown, MA. ' -4.4 -4'W/DE GATE i X_SEE NO / 6'H/GH C.L.F. . 3.4 -23.0 12'x 16' (T YP. ) -9:9 -4.4 -24 -/O./ -10.9 -I8 SHEr�ANO p i ROp G r FSO GF,Q co R sr. g, -ors' ��,�►r J -8.7 ALTERNATE TEMP. -3.9 STORAGE DREDGING Q` -8.6 ti0 1 Q• V ^o -46 -6.1 \ 'P/CKERING WHARF -0.5 ) SHE TL A NO PROPER TIES F�oq 0 29 CONGRESS ST. SAL EM, MA. OJ -3.6 HERITAGE - TRUST 1Z' 2/0 ESSEX ST. -' 4 O\ SALEM, MA. 6.3 �l -0.2 NOTES w .0 -3.0 4 /. Approximate limit of flats N. O. A.A. chart /3276. -6.8 -0.4 2. Armored submarine cable license # 5440. -5.1 3. Existing marina licence # 5890. 4. Datum for soundings is MLW 0.0 feet. -8.9 -3.2 5. U.S.C. a G.S. # /9 City Base el, /8. 055 0 M.S. L. Datum = el. /3.664 per U.S.C. B G.S. publication 4.81 2.9 4' WIDE r yi 1 6 .32/ GArE At the southwest corner of U.S. Custom House on Derby f2 PROP. SEWER I SEE 1 LINE St. opposite Derby Wharf a U.S.C. B GS. standard tidal V Q _v _ �\ -4.7 -5.4 /5' ' - - ss __ bench mark disk, set vertically in wall. • . , Q,Hydrant �►__ Q (6Q) -4 1 -3 -0 PROP. �'�, Manhe 6. Area between Building No. / and channel and between j 5.4 WATER LINE S, bulkhead and channel to be dredged to -7. 0 MLW. 4 ' T-plug -3. -4.l on waferline (See detail 4 / and cross sections on sheet 2. � V� /5' 7. Length of a// i/es for f/oats and fin er floats to be _4 / -J -07 TEMP. STORAGE p g �� `� -5.4 �/ DREDG/NGS /5.0 above ML 0} r /000 f Cu. Yd.Cl) ,�'' o F 8. Electric pump - ejector. c*- Mgrs i -'¢ -0.4 -5.8 0 -4.3 i 9. Gangways to be 30' long. o MAURICE p FREEDMAN h SEE NOTE /. A 9� 20535 -4.5 ,y -4.6 -29 9o�4c/STS'k ; -5.8 3.6 1 -5.0 •CONAL X-' SEE NOTE OD # 29 -/.9 vll�a.u�1C cQ lL4 Pad-, MARINA LIC. *4645 /5, 1-2.0 -6.0 _4.0 -6.7 6'HIGH C.L.F. 61,41r2� -l.2 / /5 -1.5 / certify that this plan, SEE NOTE as prepared, conforms to -6.4 -/.9 -3 EXIST/N.G the rules and regulations FENDER -02 -D.4 -06 of the Re /sters of Deeds. 0-9x_cze )&I -6.0 PIER BR/DGE TENDER HOUSE -/. BRIDGE LIC.(#3979 )-C/TY CONGRESS STREET i 40 0 40 80 /20 / 0 FEET SCALE 20 0 20 40 METERS ' SHEET / OF 2. For Registry Use Only 1 JvUVvw \\ \\ 0 �y o y Rt rER PItB q/RF 1 50� 4 SHETLAND SAI-EM L, rARBOR 1 �- BUILDING ND./ /O-/2"D/A. EL. /5' f iROOERT/ES i WOOD PILE /5' 55t MIN s n . EL.//j /0 DIA. /2 D/A. 3. PILE PILE 3 LOCUS � O 2O' CHAIN B ROLLERS scA�E W o 1AROS Soo 6' 30 - 35' Q - - - - - - - O.O ML W WALK FLO4 Tj FINGER FLOAT V a DREDGE TO /8 fRBD. 7.0:t FT — — — — ZBELOW MLW WHERE BOTTOM i -- --�� - - - - - - -- -Tj /S ABOVE `- - -� i- - - - - - - - - J I I THIS LEVEL. I I I I TYPICAL P/L E GU/DE , ' N r. S. CLEAT(TYP.) 91 � I Q STEEL ROD EYEBOLT SYSTEM ' �� FOR 09NNEC77NG 2 �---6 `l FLOAT UNITS /2 "D/A. PILE TOGETHER PILE TOP TO BE, /2' y PILE ELEV- /5.0 - (TYP.I ABOVE MLW ROLLERS GANGWAY WOOD BEAM (TYP.) WOOD DECKING , "-2-8' W/DE FLOATING WOOD JOIST PIER /0, (TYP.) 0.T YP/CAL FLOAT• SECTIONS ALUM. PIPE RAIL N.TS. I PLAN VIEW WALL 6 /GH C.L.F. TYPICAL PILEGUIDE THROUGH FLOAT H . NTS 4 WIDE GATE PLATFORM FOR GANGWAY q / NTS S ,Q 6 HIGH C.L.F. 4W/DE 6'H/GH C.L.F. .� GATE � I SHETLAND '3 PROPERTIES ALUM. PIPE RA/L ut 2 - WA L L 50'WIDE TOP OF EX/ST/NG EX/ST/NG BULKHEAD CHANNEL / O.OMLW- GANGWAY PROPOSED \ FLOATS PLATFORMWOOD D I B 8 -2 \ EX/ST/NO . / -3- \ BOTTOM /7 /2" 0 PILE (TYP) / -4 - 2 2 / C' _5 PROPOSED -6 - DREDGING / �� GANGWAY WITH PLATFORM / (TYP.) N.T.S. j _7- -70MLW -- � I I I I I I I I I I � I / I I I • 0 50 /00 /30 FEET LOCATION OF DREDGING SECT/ONS PROPOSED DREDGING SECT/ON A — A • 6'H/GH C.L.F. 11 4'WIDE , • GATE GANGWAY 5- SHETLAND PROPERTIES \ EX/STING 5- 4 - WALL 50' WIDE WALL \ SHETLAND SHETLAND EX/ST/NG 4- PROPERTIES 3- CHANNEL FLOAT \ PERT/ES WALL 50 WIDE 2 _ 3- EX/S:T/NG . 8, CHANNEL /- PICKER/NG O.O ML W- WHA 0 OMLW— WALL -/ 8 \ ;l GANGWAY AT WALL \ / N.T S. EXISTING ' BOTTOM _ rc�tH oF,ygss -2- -3 \ EX/STItNG BOTTOM l41 G -4— / \ / MAURICE -3- lV o FREEDMAN H 2 / No.20535 O -4- I / -5- 2� — _ _ J A &, 2 PROPOSED / -6- PROPOSED DREDGING /� ` `` NAL DREDGING J Y �, �„ f -7.0 MLW W -6- (TYP.) 2 \ -7- �- -7.0 MLW -7- 0 I I I I 50 I I I 1 /00 I I I I /� ( I I /90 0 50 /00 140 FEET FEET I certify Mot this plan, PROPOSED DREDGING SECT/ON B—B PROPOSED DREDGING SECTION C — C -os preocred, conforms to the rules and regulations of• the Registers of Deeds. i • 1 For Registry Use Only R