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HomeMy WebLinkAbout228 Chocomount Beach Road Trust Fishers Island- miscellaneous projects JAugust 10,2018 CME Board of Trustees Town of Southold Southold Town Hall Annex D E lav E V E Architecture 53095 Route 25 $ Engineering" PO Box 1179 Planning Southold, NY 11971-0959 AUG 15 2018 Land Surveying Att; Diane DiSalvo [own Environmental Roar a Tru" 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 f. 860 885 1055 ® www cmeengineering com ft 33 Wilbur Cross Way,Suite 105 P 0 Box 535 Mansfield,CT 06268 Commitment, Meaning&Excellence. In All We Do. Michael J. Domino, Presi ©��SVFFQ(�'C' Town Hall Annex John M. Bredemeyer III,Vice-1 fub'Lent a`Z` V_ 54375 Route 25 Glenn GoldsmithN P.O.Box 1179 A.Nicholas Krupski _117 Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: J(� Completed in field by: Richard Strouse, P.E.L.S. on behalf,of 228 CHOCOMOUNT BEACH ROAD TRUST, c/o PINSCHMIDT for the proposed demolition of existing dwelling and construct new dwelling, adjacent to Chocomount Beach. Located: 228 Chocomount Beach Drive, Fishers Island. SCTM# 1000-4-7- 2.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 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 ed Ch. 111 SEQRA Type: I 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: 54c^„Aw WitSO h�u Sed. II I have read & ackno le d he foregoing Trustees comments: Agent/Owner: V V Present were:�YG. redemeyer M. Domino G. Goldsmith N. Krupski illiams Other I STRAW BALE BINDER ig IA '7-� LOT 2 18-4 / 1 17-41: OHOCOMOUNT 18-5 t.J PLASTIC LINING MIRENATIVE .` J (OPTIONAL)�RIAL 17-4G LOCKING CASTING 00 17-4A 'L '� ao SECTION B-B 17-4F1 TO GRADE PROPOSED GRADE O LOT 3 FISHERS ISLAND L CD o E WOOD OR NOT To SCALE PORTION CHOCOM T WATER WORKS N 0 0 METAL STAKES 19-2 2 L � (fl O U Sp. (2 PER BALE) 'i•r O I- 'ls/ ENDCAP TYPE O2 16-10 (� Y 1- C) LEVELING DEVICES U a 16-15 = 0 C `S, SPF X @ {IV 10' MIN. V )t @ W ;I- MIN. 0 2" MIN. ABOVE 4' INLET 18-t4 18-72 18-11 (n L = N OUTLET INVERT 2" MIN. 2 to E ° VARIES PL L{ W L tis 0 O '`1I '`1I 16-13 F'- ca �F L1 acyi $ �'� RIC BAFFLE REQUIRED ({I __ V v o _W -_-W __�_-- IF IN1/2"PPER FOOT - - - ts-g 0 POR11OON 15-11 PORTION O ■�+ a > c_f) ti LET ITCH 8. CONSTRUCTION ENTRANCE 15-1° 4-7 3 C N W-- �� - NOT TO SCALE PL�INING PLAN STIC (T�w�j BAS 1x-11 (D o L W-� W -� NOT TO SCALE y'' 4-7-4 ', cz N W- - ---_ TYPICAL DISTRIBUTION BOX Zo-5 , SITE:* Q i- �, LI' 00 W�-W NOT TO SCALE ''3^ M 0O �--�BIKE PATH W --_ NOTES: -. W V) _ A S T W--_____ ------_ 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL f BIKE PATH W-�W-- _� CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING 20-4 W �-_ PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, F v C --�W __ 50 GALLONS UMP, PLUS MIN. 1' FREE@OARD 20-8 )• cc S 595.48 /�/ WATER R MAIN yy W - _ 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM J A / 10' W 1173.99 00; (APPROX. LOCATION _- W PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES __ �- W --_- 75% OF ITS CAPACITY. 20-9 F N/F � -__ Q O W- 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT 'pd- o �s FISHERS ISLAND , ` A Q w----W OF WASH WATER. of DEVELOPMENT �- ---�__ -- W 20�'°A r��,y y BLOCK ISLAND SOUND \VEiy fNT CORP. �-- - TO EAST END :; . SILT FEN .36 , 'VACANT LAND IRON ROD _ 20-108 S 674.06 ' (FOUND) \3s• e W 399.5 EXISTING WATER » > WOVEN WIRE FENCE (MIN. 14 SERVICE LOCATION MAP SCALE 1 ='400 GAUGE W/ MAX. 6" MESH SPACING) FOc N/F EASEMENT FOR 10' MAX. �`� �`Fo GEORGE WHITTHORNE KELLY & UTILITIES MAP REFERENCES CENTER TO CENTER 36" MIN. LENGTH `NN``�F+ MARIETTA VANDER MEER KELLY FENCE POSTS ��S� 0 _ 1.) PLAN MADE FOR GLENN WINNETT BOOCOCK; FISHERS ISLAND, NEW YORK; II DRIVEN MIN. 16" `�� `�c VACANT LAND 5' oo SCALE: 1"=100 FEET; CHANDLER & PALMER, ENGR'S; NORWICH, CONNECTICUT; INTO GROUND A \ `� `.c NOVEMBER 7, 1966 II otio \ ""'NN `N,0, o 2.) "PROPOSED LOT LINE CHANGE PREPARED FOR GLENN WINNETT BOOCOCK o S \�`� \�`GF?y VICINITY OF BLOCK 15 FISHERS ISLAND, NEW YORK" DATE: 10/14/05 SCALE: �o S2. �� `�qy ^ N/F 1"=50' SHEET 1 OF 1 BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & GEORGE R. & ARCHITECTURE, PLLC. CME PROJECT #2005810 HEIGHT G2J, 353 `�`., � IRON ROD OF FILTER `, IRON ROD ELIZABETH W. IRELAND /��\��i��i/��j�/ = 16" MIN. �tty` ``� , (FOUND) N 8ar5 10" E (FOUND) SINGLE FAMILY RESIDENCE DRILL " g3•p4i SHOD MUNICIPAL WATER \//\ \ T \ HOLE ; � " G -1 N` \`� D MONUMENT (FOUND) X525 30 6 /�/ // S S ON SITE SEPTIC SYSTEM 6 MIN. P E95 N / 82\ NOTES 'OKI (FOUND) 10332 /� `SS[p. N\11 86.15'30 E _ �24� �E (PRO / �\ \ �O?• F 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED PERSPECTIVE VIF�K S9' ��q� ,105.13 `22=-__ ___/ S �1 0-- w TA ERS \ \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO \`N\ `N` \ \ 20_ / CX 9.5 METER \ \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE \ N F `\\ `\ Ali 0* \ - / I l _� \� \\ \ ENGAGEMENT. WOVEN WIRE FENCE (MIN. 14 \ FISHERS ISLAND \�` N�18'o3 0o E ) \ `�• 54.504- \ X 18.9 \ \ I 12- --- \ S P ` 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, 1/2 GAUGE W/ MAX. 6" MESH DEVELOPMENT °' \ LAwN \ - - - ----- \TE S SPACING) WITH FILTER CLOTH z _ ^' sp' \ \ AblI6!►C-TROD \ 3 6�.� UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO " m CORP. 3 2s MONU�NT%�� �8 \ -14-_ E[�YAT1oN 1Q23 \ \0 � �. ALTER AN ITEM IN ANY WAY. REMOVE EXISTING 36 MIN. FENCE POST N 'VACANT LAND (FOUND) WOOD _ \ PROVIDE E , ?8 F W I � \ �\ RESIDENCE. DECK do 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS = � V UNDISTURBED '� 73� 6' DECK CONSTRUCTION 16 \ 76S PATIO. SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF (� Y FLOW I GROUND \ `� �� \ ENTRANCE -' �toPosm\`�i \\ \ �� 69• PROPOSED NEW 7 THE LAND SURVEYOR. (n o o Z TENNIS -18_ PROVIDE CONCRETESTONE PARIONG i \\ \ \ BEDROOM RESIDENCE p $: 918.27 \ COURT X 19.1 WASHOUT PIT r \\ W r \ �26� 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC Z 2 >_ COMPACTED SOIL \\ W. 735.93 / - \ (SEE DETAIL) 16.1 'k ' " " o /\ s =_� LIMITS OF , -� �\ SURVEY TRIANGULATION STATION CHOCOMOUNT 2 O_ U EMBED FILTER CL ,16.5- w / jt�. '�� NEW CLEARING r j. \�\� O W \ \\r\\/ \ r 16.5 X ��`� S A MIN. OF 6" IN GROUND �x, �\\ \ r-_BRusH_ L� `2\`\`sb•'sy 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, g L` Z m Z LJ.J PATH 10 ?s F SECTION 004, BLOCK 7, LOT 2.1. W LLI Z I \ F- .2.2 Z \ --- _ �\ EXPANSION AREA T\ 9 2p\� ) J O g 0 r ���\ 6. TOTAL AREA 3.97± ACRES. UJ ---� 0 -1 to (n W ,�CT10N MEWL � _ � _ - , -- r _ - / \�� �, P, ` _ 16 0 7.) SITE IS LOCATED IN R-120 ZONE. Of W O L1.! CONSTRUCTION SPECIFICATIONS / •si. `� �p�`�, -- 14 / r - 16- m UO (n �\ •�\� _ yi O,/� - r-' N 8.) BASE FOR LEVELS: NAVD88 (NYLI 1983 GEOID 128) = W O 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH `� - - ' BUILDING i .J /� - U = `X11.4 `-- X12- ' SETBACK 14.5 - D colt• 9.) A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONES VE(EL.16) AND 113- X WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE %'��c'; S J�J Nto� AE(EL.11) AS SHOWN ON FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, Y °N° L`' O -_EXISTING --------' �'' LINE TYP. '` �� �0-N N OR HARDWOOD. \ - _ GRAVEL ( ) '- ' \ ----- ---- --- ---- X14-__ DEDIc - w NEW YORK COMMUNITY: TOWN OF SOUTHOLD 360813, PANEL 39 OF 1026, MAP X ,10.3 PATIO' �� 30 COASTAL EROSION SUFFIX: H, MAP NUMBER 36103CO039H REVISED: SEPTEMBER 25, 2009. a. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH -, TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE SIDE YARD \\ AWN N 84• " _ �9 - �' HAZARD UNE- SHEET WOVEN WIRE, 6" MAXIMUM MESH OPENING. O W �; --12 40-Fl OG 49 250.20' �j TEST HOLE DATA - Q 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY / TEST HOLE DATA PROVIDE 5- 8.5 X APPROXIMATE LIMITS APPROXIMATE LIMITS SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH \ BY: R. STROUSE P.E.,L.S. - JUNE 6, 2018 SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED 4 LEACHING GALLEY UNITS OF FLOOD ZONE F ONUMENT OF FLOOD ZONE VE EQUIVALENT. \ (SEE DETAIL) '- ELEVATION-11 r' ELEVATION-16 „ �• . i� � 0-6 TOPSOIL \ F 0 `° 6"-20" SANDY SUBSOIL 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED PROVIDE 2000 GAL �� �� ` / 0- � EQUIVALENT. \ SEPTIC TANK ( ) � v �? 20"-16' WELL GRADED SAND LITTLE OR NO FINES SW 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL N/F (SEE DETAIL) o PROVIDE SILT FENCE�C 12.5 WATER AT 14' aR MAINTAIN DURING to „ \ THE HENRY L. FERGUSON � wl HIGH GROUND WATER AT ELEVATION 3 REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE. \ COASTAL EROSION cr w, CONSTRUCTION-ESTABLISH �' ROCKY MUSEUM HAZARD LINE- SHEET cr AS LIMITS OF DISTURBANCE �� BEACH / SOIL CLASSIFICATIONS m "VACANT LAND" 40-Fl OG 49 - - - ,(26.000± SF) (SEE DETAIL), i \ ABANDON EXISTING �j > j/ �.Q` MfC- MONTAUK FINE SANDY LOAM - 8-15% SLOPES \ SEPTIC SYSTEM ��� / y>rQ' MkC_ MONTAUK SILT LOAM- 8_15% SLOPES z Rd6 RIVERHEAD SANDY LOAM 3- 8% 11'-11" PER SCDHS STANDARDS- / '_ eRJ��r1O-�/� NES SLOPES Z KNOCKOUT INLET AND \ PROVIDE FORM - WWM-080) j \ _ 1. / H �0 SEPTIC SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE OUTLET OPENINGS \ ROCKY ��/ 8 �\C' ••• �' l�� USE A 2000 GALLON REINFORCED PRECAST o litBEACH \ _- / 1�6$ CONCRETE SEPTIC TANK (SEE DETAIL) N RIBS INSIDE \\ �•G= / v m APPROXIMATE LIMITS �!� . �1 USE 1- DISTRIBUTION BOX (SEE DETAIL) ROOF LEADER OF FLOOD ZONE VE QKO� USE 4" DIA.USE 5- EAPPROV DCAST C SEWER GALLEYRETE I E THROUGHOUTDETAIL) > PROPOSED s o ELEVATION-16 P4• S 6 / RESIDENCE ROCKY PROVIDE 4 CAST IRON PIPE TO A POINT 2 BEYOND FOUNDATION WALL w io N / BEACH / " W 144.50' (DEED LINE) / o UJ OV PVC \ Sj S 2 30 4" PVC CUT MIN. 6" SOIL COVER \ TO LENGTH OVER DRYWELL CAST \ / N/F / p BLOCKS AND CATCH CONCRETE COVERS / FISHERS ISLAND BASIN GRATE TO GRADE // UN FILTER FABRIC (NEENAH R-2525-F) OR EQUAL DEVELOPMENT CORP. �+0 / INVERT AT HOUSE- **tt OUTLET AT HOUSE- 3 PLAN "CHOCOMOUNT BEACH" / S�l,D TANK INLET - 13.4 T TANK OUTLET 12.9 Q 00 90• BEND • • o 0 0 0 0 «� COVER LOCKING CASTING --- nLOCK D-BOX INLET - 12.67 a' SDR 35 PVC a ° o 0 0r TO GRADE TO GRADE-\ y �� D-BOX OUTLET - 12.5 Q a SLOPE AS REQUIRED O OO OO 0 IF DROP T PROVIDE LOCIONG CAST IRON m o oo 0 0 0 IS USED FINISHED GRADE COVER TO dziDE_ 2• MAX. (TMP) BOTTOM OF GALLEY UNITS-ECFV. 8.0 cn 1" STONE OR m 0 0 0 0 0 4HxM4E12.6/12.6 G WIR MESH 4' INLET PIPE / 00 00 SCREENED GRAVEL sH6 x 6 6/6 GA WIRE MESH 1 FG c�" ro SDR-35 O 1% (MIN) o Q = o 6 1 m m0 in. 6" 20" = m N I D D' I N STORMWATER DRYWELL DETAIL 6' N/F NOW OR FLOOD ZONE FORMERLY o w O z z Y J Lu NOT TO SCALE INLET 3" VENTS e 3" VENT---'[ OUTLET - - - - - - - -- 0 z z 4 PIPE TO 'D Y 2 LIQUID LEVEL--" NEXT GALLEY ° ®® ® O O v1 Q w_ 00 w DRAINAGE CALCULATIONS 00 CONTINUOUS HOT BA BAFFLE OUTLET ' I ® ® ( ®® 0 o m o o v v NEW ROOF AREA = 3,250 SF 00 ASPHALT SEAL �8p iv ■ RETAIN NG WALL o w o J 'r 4" SCHEDULE #40 GAS ® ®® ®®® I o DATE: 07/03/2018 I v REQUIRED = 3,250 SF X 1.0 X 2/12 = 542 CIF INLET BAFFLE I DEFLECTOR I ® ®® ® ®®® - v FENCE Lnj SCALE: 1 " = 50' QUALITY CONTROL CERTIFICATION DRYWELLS - �-- I 3 I$ I ® ®®® ®® I BRUSH LINE PRO 542 CF / 28.27 CF/VF = 19.2 VF 4 F-3- GROUP 7,1D. PROJECT: #2017843 GROUP REVIEWED DATE USE FOUR(4) - 6'0 X 6 DEEP DRY WELLS. CROSS SECTION PROJECT MANAGER a �T SURVEY SOIL CLASSIFICATIONS S-6" ENVIRONMENTAL 11-GALLON - 2 COMPARTMENT , " z CIVIL MfC- MONTAUK FINE SANDY LOAM - 8-15% SLOPES SEPTIC TANK ' of t-,�4 cRusNm STONE .. 50 25 0 5o SHEET STRUCTURAL MkC- MONTAUK SILT LOAM- 8-15% SLOPES NOT TO SCALE CONCRETE - GRAPHIC SCALE IN FEET RdB- RIVERHEAD SANDY LOAM- 3- 8% SLOPES LEACHING GALLEY 1 OF 1 ARCHITECTURAL GROUNDWIATER 4'-9"x8'-6"x4'-6-1/2" NOT TO SCALE � 111 i ems;. }•' _.� s -.P4 - __._. , _ �� _ t •� fig. \'_�!.•.. � '�1 8 / 8 /2018 12 : 44 ]16i 8 aa16W '�J A ORII'� oaasm ( " "'SHER 12111 \ \ SCUNJ r� SU1N0 SOUND J FISHERS r o ra eo R.D e+ F ,] /) ��.✓ 1 1.M 1u 5 ] N 11.E �] F�� Musa.MO W4 (( M 26 ].a e N' 5 AA 10 ,nlc h ..]A 1a xo ry ,.INa �. .�il•�� "� j y xa Oia11A 4.3 aa. 2]A 2Wa 2Wc1 � � rwv n no 7• 2oNc, ie�x a.,a s.� r valva l s" „" i► i% Ta x,Na°Y' . aura to �I " E.�, "°• ° � � �4 i � Sia° FERRY0 80 13 aw xa E�Mw, � 7m .,. BLOCK ISLAND _ —„,`.•µ _ —` SOUND — � E NOTICE COUNTY OF SUFFOLK © E mf n tounlcen SECTION NO G,,,,� _ _ __,,,__ Real Property Tex Service Agency r a 4 pw..`� r� --'-- ...�.��u.--.�__ �.. �' ® C ., rnw, P® ,x,w ,aee ,],Nn MOPERTY MAP 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- [ 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 CA /� 33 Wilbur Cross Way,Suite 105, PO Box 535 Mansfield,CT 06268 Cv� T 860.885-1055 ext.2118 1 C 860-377-9340 www.cmeengineering.com From: Richard Strouse<rstrouse @cmeengineering.com> Date:July 30, 2018 at 8:40:40 AM EDT To: "giust10215@aol.com"<giustl0215@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 0 Richard H. Strouse, P.E.L.S. Email:rstrouseC@cmeengineering.com 33 Wilbur Cross Way,Suite 105, PO Box 535 Mansfield,CT 06268 T 860.885-1055 ext. 2118 C 860-377-9340 www.cmeengineering.com From: Richard Strouse Sent:Wednesday,July 25, 2018 2:19 PM To: 'g*ust10215@aol.com'<giust10215@aol.com> Subject:Trustees& NYSEDC F i 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.-1-9.2 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.-1-4.4 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 0 == Richard H. Strouse, P.E.L.S. Email:rstrouseC@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