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HomeMy WebLinkAboutPequot Point, LLC Fishers Island- miscellaneous projects August 10,2018 CME Board of Trustees Town of Southold Southold Town Hall Annex D E C ,rc� V E Architecture 53095 Route 25 ��� Engineering' PO Box 1179 Planning Southold, NY 11971-0959 AUG 1 5 2018 Land Surveying Att; Diane DiSalvo SOV;,0 !`own Environmental Boar'a Trustees Services RE Pre-Submission fees Dear Trustees, Thank you again for taking the time Wednesday to visit the various sites I expect we will be submitting applications forthe various projects shortly. Enclosed are checks for the $50 00 Pre-Submission fee for each of the sites we visited that will need permits Sincerely, Richard H. Strouse, P.E.L.S. Email:rstrouse@cmeengineering.com CME Associates Engineering, Land Surveying,&Architecture, PLLC. 1. 860 885 1055 ® www cmeengineering com e 33 Wilbur Cross Way,Suite 105 P 0 Box 535 Mansfield,CT 06268 Commitment, Meaning&Excellence. In All We Do. Michael J. Domino Presid ©NQS �C Town Hall Annex John M. Bredemeyer III,Vice-Presment �� ��,, 54375 Route 25 Glenn Goldsmith y P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD I � Date/Time: / Completed in field by: Richard Strouse, P.E.L.S. on behalf of PEQUOT POINT LLC, c/o ERIK WALDIN for a proposed slope protection project. Located: 2875 Castle Road, Fishers Island. SCTM# 1000-5-2-10.12 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 V/Ch. 111V SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: R ev)eweA 1r 1r 1�e 661 el At a oto � . �v�` �. -7� -t I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: //J'. Bredemeyer M. Domino G. Goldsmith N. Krupski O' Williams Other \ 2_S U \\ 1-5 J 3-S 2-4 3-3 i 1 � E € Ji W Q0 )3-. C)= d) 2-3 I 1-7 V Y V LL 00 \3�• i ■, A K, a.,.`°.,aq 2-1 cn (G'1 \ , a"a, 5 1,•'+'4• .,.' b-P... d4i �:`l "��v;i.5:`.z _'.o? � \ 72 V •Ar N 324.91 �..�r=- : :.,. r .: :,•, �s:::.=` .� 0 F"' >; '- o AC ' E 1157.47 K;-> - "'n.".>:''w�.:N+'t•'»� . .a,•<''r+, s^°5'r+.E t...i,`, :r•x.''y4 •L' N �+ SITE 'le'"� ,..-a°.,^ r'�'°''`'' =. 7;'`•';�' 1-10o �� w cz cm ,..a`�yy. •' W C7 :.„. I Z } 1I.0+1 / � (/^r\L ��\\`\\ \ \ S T ."�_t••`"•.a•tiA'Spm'sy+°W+•b�,I§,•v`'a! g•ttoms „.r,•a°ca:':p=.�.a•ax'a"f,�.:y�.'!r^Pa"k...�y.Y @°'.ia;L...`<..;:.,`:;,..k`',.h;e.:" � \\_ E _ oMERESTONE (FOUND) /ri � 2 00 N EDWARD & LESLIEto °O°00:McELWEATH y,17 P W SINGLE FAMILY RESIDENCE VO STONE WALL ^, cj� O 01 �V/ `\ \ �+� �1.�'�r r��s+. :a'•,g :tial.... '.7^ ` a'i:'.q�. . .�;,:�,;.�� �:`'.: �' MERESTONE FENCE ALONG R (FOUND) BOUNDARY LINE LIMITS OF FLOOD © �� '-J s, `\ ZONE VE16 PER IMAGE 1 (AREA 1 0 MAP REFERENCE 1 291.80' \ �G o °�, \ 2,730'± TOzo �\ LF �` S 82.47' 0" E { { ti BURIED 4 EAST MAIN ROAD PROPANE TANK I �t MERESTONE BEGIN STONE SLOPE S �. � (SEE SECTION 1) 31.03' PROVIDE TEMPORARY / /'` I I N 229.90 N 25'04'00" W \`\ \\`� ��, ; FENCE ACCESS TOMB BCH LONG FENCE--/\ Qo\// o/ I ESTABLISH TOE OF ROCK .3 LOCATION MAP SCALE 1 =400 E 975.69 5.83' \\\ \\ I PROVIDE STEPS IN NG ROCK �/ '�o�lf 1 SLOPE AT EL 10±-SEE STONE WALL \\ `\\ i i^` SLOPE-REPAIR PATH \ ��: / SECTION 1 ^^�� N 25'04'00" W \`� S `\ �/ AT END of CONSTRUCTION f tiMAP REFERENCES 56.77' `\\ Tol, \� ' 1 TO BEACH / / coPATH 1. FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW F°\`\ � YORK(ALL JURISDICTIONS) PANEL 19 OF 1026 MAP NUMBER POOL / 36103CO041 H REVISED SEPTEMBER 25 2009. N 05'32'420 W `� F \ �' EQUIPMENT / 52.86' \ \ o O p 2.) COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK PHOTO NO. 35-861-83 SHEET 42-FI OF 49 APPROVED 8/29/88 POOL / !0// BOTTOM / REVISIONS 10/28/91. ®WESTING `\\ `\\ HOUSE 0x00 /ate _ OF BANK / wry$ I LL S 0912'40" W NOTES 37.48' 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE z POOL INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE 0 / x PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR Z P A I EXCEEDS THE SCOPE OF THE ENGAGEMENT. CP* Q / /// / �'� SECTION 1 .. 2 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 0 ITS OF �v 3 PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ROSION LOPE 4T,�� LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. Q 0 y o,/ / 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND N N FECEJ / •-���I N/F / \\ �o �� o, SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL HILLARY SCHAFER �� / / ARE THE PRODUCT OF THE LAND SURVEYOR. z Y m VACANT LAND •sem, / /a� / - 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND O Q mie,° GEODETIC SURVEY TRIANGULATION STATION "EAST END 2" n- _ �--' z Q 10'F / 5, SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX O O W FENCE PROVIDE PLANTED 2:1 /' /ef o / MAP 1000, SECTION 005, BLOCK 2, LOT 10.12. Q Q Q w z SLOPE ABOVE ELEVATION 18 TO / N N --I Q TOP OF BANK-SEE X-SECTIONS /// �/ / 6. TOTAL AREA = 4.00± ACRES. J �j- z Q_ r a Q / //j� 'J 7. SITE IS LOCATED IN ZONING DISTRICT R-120. W N , 's i oo. N 42'23'10" W (A Y L0 - .� 473.59' / ¢1 . «° ELEVATIONS-NAVD 88 W N 07 < ' �� 8. BASE FOR ELEV w, r, v APPROXIMATE 0- N w p HIGH WATER GENERAL NOTES: O Lv = Q x /' ~ V) 00 LLL / ff PROVIDE STONE SLOPE O 1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH w ' / MANUFACTURERS RECOMMENDATIONS. MAINTAIN A MINIMUM OF 12 V)RESTRICTIONS ON THIS / f (SEE SECTION 2) g F r` J INCH OVERLAP AT ADJACENT SECTIONS. GEOTEXTILE FABRIC IS TO BE O / a � PARCEL- SEE LIBER 11714 /. r r `, ESTABLISH TOE OF ROCK PROPERLY ANCHORED AS TO PREVENT RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL. PAGES 865 & 866 /1f SLOPE AT EL 8±-SEE AERIAL. any:., :r ., w. ..r . :,u• „<. x. >, /. ear"`t^::• 4°.'k+3a<i:vim'%.�. ^ .t`S R r',£6 'x�-'�, .,3y, / sEcnoN 2 , c/ Q 'p`,' 'r_'+e`=ter'¢:-'• = ?<< :'s&>"'Tu'�y'. •:;�, „�, , ": a�:`,; f' �.. ` � >, .e; to ,_N:. , COASTAL EROSION HAZARD ? / / Q f` / ,A5 2.) ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, 3 �:�,,r„�,, LINE SHEET 42-Fl OF 49 j 0 -:A` :. oX `V FREE FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT ... .' *: :: .; .:f =•� ,:.: .. ' N 60'07'32" E PER MAP REFERENCE No.3 � / ti f _ ''' = p .-: / o // O WOULD INCREASE DETERIORATION FROM THE ENVIRONMENT OR CAUSE 35.00 .... / oQ ry BREAKING DURING HANDLING AND PLACEMENT. fAW_ <.. RESTRICTED / d ,_lARili EA; y41 `rt ^ " , AREA (SEE LINE 3.) FILTER STONE SHALL BE 3 INCH DIAMETER NOMINAL SIZE CHANGE MAP) UNLESS OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS. a' A.� �= 5; SECTION 2 Jy m >. ,., = :: ' ,:. ,. , �r / LIMITS OF ON ` "�=:y rs..' p �. 4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A S 60'07 32 W SLOPE EROSION �,. j • •'" EVENLY GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE 55.00 cy1ti� / UNDERLYING MATERIALS. THE FINISHED SURFACE SHOULD BE FREE � /•/ \/� /� S�� O / OF POCKETS OF SMALLER STONES AND CLUSTERS OF LARGE STONES. En zo IMAGE 3 AREAS 2 & 3 / Nom'' C S 53.45 / G� �, 5.) ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT 0 E 1112.77 / �// / TO BE LOAMED AND SEEDED. w 6. AREAS DISTURBED BETWEEN THE EXISTING TOP OF BANK AND oma � / / - 0 FOUNON IN D) / moo- / �o THE TOP OF THE NEW ROCK SLOPE TO BE PLANTED WITH NATIVE - "` VEGETATION (ROSA ROGOSA AND BAYBERRY). SEE CROSS-SECTIONS. > .�. S O �1 �\ W . ' ,.M. % '��, \�/j / / APPLICANT: w O _ , / ERIK WALDIN a 357 NORTH LAKE WAY o PALM BEACH, FL 33480 IRON PlNrJ'1'~J " (FOUND) c rO� O „ N 60'07 29 E i `l• z o88.01' - .. / / RESTRICTED �� / 0 / LEGEND M M *r .. . ` " tl a AREA SECTION 3 wj :. 'j` a: . P (SEE LINE s p� II, m. .� PROPERTY LINE Q Z rn ' ~` x»` ; "*' r ., ^ vas CHANGE MAP) !.�� / ESTABLISH TOE OF ROCK '\` a s ABUTTERS LINE -- I- o v :y_ .. R . . :r r. p,. ;:': y, �\ '' SLOPE AT EL 8f-SEE ���' �: y•. � <« ' ar . �� g.�` ♦ EDGE OF PAVEMENT Q d J s ' `.a`" . s ° ' . ° #" v;,.. +►_ �/� it. SECTION 3 5� " "' �,`+m '".'M�- ''s sn r cn ;,. w h�. a *� EDGE OF STONE ------------------- a : .'' S 4537 45 W g o ;. � � 29.62 ' .. STONE WALL co 00 00 O O FENCE 00 _ 00 s " • . 'W .., DRY POINT ® 0 I o' Of � 04 C*4 0 0 MERESTONE WELL ., °, ': t•°i;;p ::.a °'r. °'� V H O J \ f •'. , `* `y. ;:.P°;`^m"``e""«y:a„:,`',,,x',.g:y'.a. ,;e.x..yx.;<. -w',;':«.,..•`ti:^;',';r.,`5;'?`?$&t . ''".'<`; `•:r..tr:.£. _;;'. w fir' 1 W Y Z ZQ Yow oof ` " s; 0IMAGE POSTION o APPROXIMATE LIMITS 4 wQ� o m o o 0 0OF FLOOD ZONE VE16 Ll w IMAGE 4 AREA 2 /// PER MAP REFERENCE 1 DATE: 05/17/2018 0°, SCALE: 1 » , :`,. gig. . 4.; e = 30 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE . - ;; .� .;,�:�_• ,'�4.- �°r,wr �, 1x- ;p', '°;,b.�=�..$ . :���: :f PROJECT: #2018801 ic PROJECT MANAGER �: 'i� r, a'' j `� ENVIRONMENTAL i1000 A41 s *^ "4: SURVEY "a. ' " 30 15 0 30 CIVIL - 1 / iiiiii SHEET GRAPHIC SCALE IN FEET STRUCTURAL 1 OF ARCHITECTURAL IMAGE 2 (AREA 1 ) 2 U J � J GENERAL NOTES: = 1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS W i CO E RECOMMENDATIONS. MAINTAIN A MINIMUM OF 12 INCH OVERLAP AT ADJACENT N 0 SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT C o RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL. •� Y U o CO LL o (D 2.) ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, FREE FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT WOULD INCREASE W •� - o c' 32 32 DETERIORATION FROM THE ENVIRONMENT OR CAUSE BREAKING DURING HANDLING (ni > U AND PLACEMENT. W Q ` g o a E PLANT DISTURBED SLOPE WITH 0 NATIVE SHRUBS AND GRASS 3.) FILTER STONE SHALL BE 3 INCH DIAMETER NOMINAL SIZE UNLESS Q ad __ <nLL SA RUGOSA AND BAYBERRY) — c cn OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS ca V o •- r EXISTING LIMITS OF 4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A EVENLY O .28 28 _ -'�' �j w w N BANKTOP ON SLOPE EROSION GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE UNDERLYING MATERIALS. c � o Co - THE FINISHED SURFACE SHOULD BE FREE OF POCKETS OF SMALLER STONESo NAND CLUSTERS OF LARGE STONES. i "' MCo 24 - 24 5.) ALL DISTURBED GRASS AREAS OUTSIDE OF STONE SLOPE TO BE LOAMED WAPPROXIMATEcnTOE OF SLOPEAND SEEDED.5-03-2018PROVIDE NATIVE MATERIV c 20 20 J PROVIDE MIRAFl FW-700 GEOTEXTILE FILTER FABRIC OR EQUIVALENT(TYP.) 1 5' 6 I 13'f ARMOR LAYER % LESS THAN WEIGHT DIMENSION 16 2 - 16 BY WEIGHT LBS FT. 1 2:1 STONE SLOPE 0 (MIN.) 390 1.33 2' MIN. DIA. ROCKS (400 LBS. MIN. WEIGHT) 15 1250 1.97 I. 50 3130 2.67 PROVIDE MIRAFl FW-700 GEOTEXT1lE 800 (MAX.) 12520 4.23 FILTER FABRIC OR EQUIVALENT TYP. 12 _ 12 EXISTING 8 5't GRADE 8 PROVIDE 3" DIA. CRUSHED STONE FILTER LAYER 1.5't 4 _ ... .. .. _ _. . . ... 4 DATUM ELEV 0 0. 00 cV cV L M � Cy) Oi u7 ri 04 0+00 0+20 0+40 0+60 0+70 SECTION 1 0 z Y 40 40 40 40 0 Z Q Z z LL- z 0 p O J w w J 36 3 36 -Ni � Q N z m ¢ mag U — cn W cl—n � Y V) TOP OF \ a- 0*0 U) \ _.._. _.. _. . N w 32 BANK EwsnNc LIMITS of 32 32 32 Q ON SLOPE EROSION o W z \ EXISTING LIMITS OF V) ON SLOPE EROSION � PLANT DISTURBED SLOPE WITH 28 NATIVE SHRUBS AND GRASS \ 0 I ; (ROSA RUGOSA AND BAYBERRY) 28 8 28 1 24 %! s 24 24 _. . 24PROM �- OE �MW FW-7WALENCEOTTEXIILE) I TOE OF SLOPEFILIE \ r 5-03-2018 ! 5-03-2018 TOE OF SLOPE 20 \ 20 20 \ 20 m PROVIDE NATIVE MATERIAL FILL 1'S'� 11't 11'f � z 16 � �\ 16 16 \ 16 z o �1 STONE SLOPE it \ I O r MM. DIA. Roars(400 Les MIN. rIE]ait) \ — 0 _.... W \. �1�sTop sLaPE 12 \ _.._. 12 12 _. .. 12 ROCKS 400 Les MIN. WEIMM PROVIDE MIRAFl FIM-700 OEOTEXiKE W WER FABRIC OR EQUIVALFNVW.) . \ EXISTING ... . .. \ EXISTING � W GRADE '7—,,-- _ ROCKY BEACH �_� ROCKY BEACH Q 8 8 g _ 8 0 GRADE PROVIDE MIRAFl FW-700 OEOTEXiRE f PROVIDE 3'DIA. CRUSHED .a, ��- --.� �� FlL1FR FABRIC OR EQUIVALENT(TYP.) STONE WER LAYER 5 PROND E7ER LAM 4 _. 2't r 4 4 _ 4 1.5'f � Q o � o � DATUM ELEV J 0 o Q � Q 0 0 0.00 00 00 00 00 00 Co m o i � Of o 0 o a0 00 0) CO rn O r r '`? O O h7 N06 CO N DO N U Z z W L� Lr) O p p J Z Y 0 0 U Q w o0 W 0+00 0+20 0+40 0+60 0+70 0+00 0+20 0+40 0+60 0+70 m 0 0 U 00 L� SECTION 2 SECTION 3 DATE: 05/17/2018 SCALE: 1 " = 5' QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT: #2018801 PROJECT MANAGER HOR. SCALE IN FEET SURVEY 5 0 5 10 ENVIRONMENTAL CIVIL 5 0 5 10 S H E ET STRUCTURAL VER. SCALE IN FEET ARCHITECTURAL �.;°". osps� N PEEBEC NO 001 ]OA --UNE MATCH — UNE y FOP KL NO a �Hd ® B SEEOSSEC f9 3M(cl B 10A(d oa \ 4a w t s \ ( 0 � J 21A(d 1010 `) 18A 2aryc) N SBA /� f EAST HARBORO /� P OPEfi SN 1� 6 /00 q$ 1 173 3077 71 BBA 4S WAM Pra 15A A-) L �/ �p10 0 2Ell ieA T O ry^ 0 " 4 o `sem' e1-pU` W � Ed--em d- m COUNTY OF SUFFOLK w 01,1( w O amu. —_a_— u. _ n NOTICE © K BppTMp(p SECTION NO __ •uHrawcEA.aMunaN.�aR E e --- ^.,° _ am RealPnGerryTax Service Agency v av 5 N M o0a I �a •r.•.'r »rm -- mmen idbBb.' - P,...c .7` - _ _:C .'Sr:.:•'» " ':U.. �...rtR�r .y. ; a - 71 ROP R 1 S e Awa p1- .tt-1 Bs } Cantrell, Elizabeth From: Richard Strouse <rstrouse@cmeengineering.com> Sent: Wednesday, August 1, 2018 7:52 AM To: Cantrell, Elizabeth Cc: gjustl02l5@aol.com Subject: FW:Trustees & NYSEDC Good morning- I had sent this list to Glenn with the tax references added. He is on vacation this week so maybe it didn't get to him. I had another e-mail last night from him asking about the list so I thought I would forward it directly. Please call or e-mail if there are any questions and let us both know it arrived. Thanks- Dick Richard H.Strouse, P.E.L.S. Email:rstrouse@cmeengineering.com 33 bur Cross CME 1 T 860.885-1055 18ext x,Suite 105, PO Box 535 I 2118 1 C 860-3377-9340 1www.clml0eengineeriiing.com From: Richard Strouse<rstrouse@cmeengineering.com> Date:July 30, 2018 at 8:40:40 AM EDT To: "giust10215@aol.com"<giust10215@aol.com> Subject: FW:Trustees&NYSEDC Glenn- have added the tax map references. All are developed sites so easy access. I will have any proposed improvements staked. Please call with any other questions. It would be great if you could join us.We need a couple of old wetlands lines looked at. Dick Richard H. Strouse, P.E.L.S. Email:rstrouse(a)cmeengineerina.com 33 Wilbur Cross Way,Suite 105, PO Box 535 Mansfield, CT 06268 T 860.885-1055 ext.2118 1 C 860-377-9340 www.cmeengineering.com From: Richard Strouse Sent: Wednesday,July 25, 2018 2:19 PM To: 'giustl0215@aol.com'<giust10215@aol.com> Subject:Trustees& NYSEDC Glenn- Here is a list of projects that we will be submitting on shortly. I don't think any have applications in to either the Trustees or NYSDEC. I will be happy to be the "tour guide"to the various sites on Aug. 8th. I will have plans ready for most by then but maybe not all. 1 From East to West- 1. 1000-5.-2-10.12 Erik Waldin-2875 Castle Road-slope protection- Plans will be ready 2. 1000-5.-1-7.5 Maarten Van Hengel,Jr. 811 Castle Road- proposed pool. No disturbance planned within 100 ft. of wetlands but more than 5 years since last freshwater wetlands delineation.Site plan will be ready 3. 1000-4.-5-18 Scott Ketner-4321 Brooks Point Road- up-date of permits for pool. Pending at ZBA (not in rear yard) 4. 1000-4.-7-2.1 Pinschmidt-228 Chocomount Beach Drive-demolish existing residence & construct new residence-adjacent to Chocomount Beach-site plan will be ready 5. 1000-3.4-9.2 Bogert-8196 Clay Point Road-accessory garage. Not in regulated area but a waterfront lot.Garage will be staked &site plan done.Variance for location pending at ZBA 6. 1000-12.-2-6.15 Bailey-474 Wilderness Point-work adjacent to pool sea wall-preliminary review-no plans at this point 7. 1000-10.-9-15.4 Rivers-219 Gloaming Extension-replace deteriorating concrete seawall with new seawall-plans will be ready 8. 1000-10.-7-18 Craig Schultz- Hedge Street- revise existing dock-survey but no design plans yet 9. 1000-9.-2-4.1 Firehouse-250 Athol-Crescent Avenue-second floor addition w/new septic system-more than 5 years since last freshwater wetlands delineation. Plans have been submitted to SCDHS. 10. 1000-9.-9-3.1 Wilmerding-4997 Equestrian Avenue-covered deck for sitting area on old foundation. Up-date of 1993 review by Trustees(waiver) and NYSDEC(Non-jurisdiction). 11. 1000-9.-8-6 Cleveland-1305 Winthrop Drive (Silver Eel Cove)-reconstruct dock- I have plans from 2008 that need to be up-dated. 12. 1000-12.4-4.4 Walsh Park-renovation of second floor of ferry freight building into 6 apartments.Site is in AE flood zones and below elevation 10.Area for parking is currently paved. I have recent survey Dick X Richard H. Strouse, P.E.L.S. Email:rstrouse@cmeengineering.com 33 Wilbur Cross Way,Suite 105, PO Box 535 Mansfield,CT 06268 T 860.885-1055 ext.2118 1 C 860-377-9340 www.cmeengineering.com 2