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HomeMy WebLinkAboutFishers Island Fire District (2) Michael J.Domino,President so Town Hall Annex h0 lQ John M.Bredemeyer III,Vice-President 54375 Route 25P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �O Telephone(631) 765-1892 Greg Williams �IroUNTT`1,� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 22, 2018 Richard H. Strouse, P.E.L.S. CME Associates Engineering, Land Surveying & Architecture, PLLC P.O. Box 535 Mansfield, CT 06268 RE: FISHERS ISLAND FIRE DISTRICT 250 ATHOL CRESCENT & EQUESTRIAN AVE., FISHERS ISLAND SCTM#: 1000-9-2-4.1 Dear Mr. Strouse: The Southold Town Board of Trustees reviewed your letter dated August 10, 2018 and the site plan prepared by CME Associates Engineering, Land Surveying &Architecture, PLLC, dated January 3, 2018, and determined that the proposed construction of a second floor addition to a portion of the existing building, including abandoning the existing septic system installation of a new sewer line and septic system and installation of drywells for the roof leaders is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. 2 It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd U Q � •- /DENSITY LOAD CALCULATION t d c o E FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT 2' G� � o 0 / ZONE IV ALLOWING A DISCHARGE OF 600 G/D/ACRE. U •a V c' F-- THE THE AVAILABLE ACREAGE IS: //_------.� U 3.32± ACRES - 2.3 ACRES OF WETLANDS - 0.02 (EASEMENT) = 1.0 ACRES C '*•" o c •- Q) o i a 6 ' I I 1� STOCKPILE pp �� 1.0 ACRES X 600 G/D/ACRE = 600 G/D ALLOWED p�` :'¢" W E N n1 c �. ( V ca c 2 CD I � S0, ry PROPOSED- F W Q 1.5"x1.5"x42" STAKE DRIVEN ON "�. 2 Cl) E DOWNSLOPE SIDE OF TRENCH O FIREHOUSE- 0,03 G/D/SF (.03 X 4050) + 5 G/D/OCCUPANT OF MEETING ROOM (5 XVE�� i F- aw EXTEND 8" OF SILTFENCE BELOW - / y'� 40) + 225 G/D LIVING UNIT = 547 G/D. 51 TEQ CU Cn ANGLE STAKE 2' - 20' UPSLOPE gFT / r�i i U 2 N 547 G/D / 1.5 G/D/SF = 365 SF OF LEACHING AREA REQUIRED {G V o „ 14'/V 70• 365 SF/48 SF/UNIT = 7.6- (8) UNITS Q _ :I`IG�' ( •- U > M SET STAKE 12 MINIMUM INTO GRADE ` \\NQS Mq /. / � �+ E STAKED HAYBALES MAY BE SUBSTITUTED �'k Tqk S ' `V s8 SEWAGE SEPTIC SYSTEM DESIGN > o o rn FOR SILT FENCE I / o \4\ EASEMENT 1 i w 00 _ J <v� �o° o S0 (ABANDONED) PROVIDE - 1500 GALLON SEPTIC TANK sr s Mo ( Q M o 00 -III=III III /f �� PROVIDE - 1 DISTRIBUTION BOX Thr gyp, Nr / UJ Cn SILT FENCE LOCATED - =III=III=1T-11= -III=III=III-III='ll-III=III I POLE (� QP PROVIDE - 8 - 4' x 8' x 24" LEACHING GALLEYS (SEE DETAIL) 5-10' FROM TOE OF =III=III-III-III-III=111 I�'-" ,( � C T I" cn t�`� SLOPE II=III=III-III-III-III-III=i"- ; #23 occ #WLLF PROVIDE UNITS DESIGNED TO BE TRAFFIC BEARING TO MEET =1 -III-I 1=1 I-III-III-I 1 -I1=111=III III-III=III-II I=III=11' �' THE REQUIREMENTS OF AASHTO H-20 LOADING. Y cc l 11=lIII-III-IIII -III=III=III=III=III- �5°°, o� ,o _ I 1=1 11=1,1I-I 11-III-III-I 11=1 I I I I T=1 11=1 11=1 11=1 I I. �\ O 4 , o� o =1 1=1I1=1 I-I 1=1I1=1I1=1I I-I 1=1I-I 1=1I I-III- J c" \9s\ / -� -,=I � / x �^ SUISTING BACKFILLED TRENCH SINGLE FAMILY RESIDENCE \ I I SILT FENCE 0 TOE OF SLOPE APPLICATION MUNICIPAL WAS ER2 Oo NOT TO SCALE / \ 4 ON SITE SEPTIC SYSTEM / �^ 1�� \\\ \� WL STOCKPILE MANAGEMENT # � \ LOCATION MAP SCALE 1 91_400' 1. Locate stockpiles so that natural drainage is not obstructed. 2. Maximize separation distances from wetlands, watercourses, f \ drainage ways and steep slopes. N 3. Divert runoff away from stockpiles. 4. Install and maintain silt fence or haybales around stockpile. �VFO \ �� APPROX. 5. Stockpile side slopes shall not exceed 2H:1 V. / LOCATION o 6. Materials stockpiled for longer than 30 days shall be seeded P HLF 1" COPPER w�F MAP REFERENCES " '' and mulched immediately after formation. APPROX. WATER N0 I I #7 #s (`: • ;`+ LOCATION SERVICE / �,�/ 1.) PLAN OF LAND TO BE CONVEYED TO FISHERS ISLAND FIRE DISTRICT AND TO `�r1, 10' WATER� / \ I I MAIN �( �/ \ S'!. JOHNS EPISCOPAL CHURCH FISHERS ISLAND, N.Y. SCALE: 1"=40 FT. OCT. le, �, Q TEST HOLE DATA \ I 1962 BY CHANDLER & PALMER, ENGR'S. No.�°''� BY: R. STROUSE P.E.L.S. (10/05/2017) / �O COMMUNICATIONS ( I \ \ 22..3 ,- 0"-6" TOPSOIL / /o ANTENNA I > �` I`ES514 6"-26" SANDY SUBSOIL SP / moo^ I I i' / tip PROVIDE DRY WELL (2) 96" NOTES 26"-17' MED SAND SP (POORLY GRADED SANDS LITTLE OR NO FINES, FEW \ \ o oo,� ; „� FOR ROOF DRAINAGE COBBLES) / \ARBO VITAES (', I ` �' /`� w;_F 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED WATER ® 11.5' (ELEVATION 20.Of) / \ \ �'' #5 HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BOLLARD �o I �� DECK/ \ 0 0 BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Unified Soils Classification (USC) System (from ASTM D-2487) / (�, ) ` EL. =/26.6 \ L ENGAGEMENT. Z Major Division: Coarse-Grained Soils, Clean Sand / '�,� GENERATOR 22l / F 3 ® � FM � t Group Symbol: SP, Poorly graded sands, little or no fines _- OVERHEAI�\DOOR 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, O NRCS, USDA Soil Classification: PTB- Plymouth loamy sand 3 to 8% slopes / - STEPS / BASEMENT LAB N UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR TO - ELEV. = 220 0 � 0 0 C3 0 0 ' Additional Soils on Site - Mu- Muck- on site wetlands ALTER AN ITEM IN ANY WAY. U a 31.6 ' �` 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S �� 4 x 8 LEACHING GALLERYf SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF Z F` - '. BUILDING �� THE LAND SURVEYOR. WLF W Q W / PROVIDE - 1-1/4" #4 / CRUSHED STONE GUY GUY \ EXISTING 1280 'SQ. F"T, PROVIDE SILT FENCE- #4 NOT TO SCALE 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC PROMDE a CAST IRON* R:: NT P000 I \ �` °° + '�ASEME � -- MAINTAIN DURING SURVEY TRIANGULATION STATION "PROS". � Q 1 Of I PIPE 70 CLEAN-OUT 1 „ PROPOSED 2,560`SQ ;FT. CONSTRUCTION (2 I 'T, FROM BUILDING} - \ O ; . \ S 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, o,'\ / , ,:: M ti \ \ \ SECTION 09, BLOCK 2, LOT 4.1. W INVERT ELEVATIONS- PROVIDE 8�4 X 8 ,�. 1 �I \ \ W .__I �, CONCRETES GALLERY o /^\ TRUCK Y H- W INVERT AT BUILDING-28.5f / if UNITS- PROVIDE RISERS / p \ EXISTING AND :::: \ �' BUSH w�F 6.) AREA = 3.32f ACRES. Z W Z INLET MH 1-27.9 MERESTONE / ` ` S \ #3 W OUTLET MH 1-27.8 (FOUND) CONNECTENDUNI AS SHOWN \\ �� 55Q SQ Fr... `` Aj, a STEPS \\ \ \T 5 w INLET MH 2-27.0 // '�° TREE \\� \ �� Z" MH , 7.) SITE IS LOCATED IN R-80 ZONE. Z OUTLET MH 2-26.9 \ �' TF-29 5 s is: �• MH �j \ \ ?2 O W z \ d®. F=29.7 \I 1 \ \2\ \ J Q F- - 8. Z BASE FOR LEVELS: NAVD 88. INLET SEPTIC TANK-26.3 / ¢-o �� �� ?a. '�. �\ r'� ag' 6� \ w�F ) W w z w V) - / \ ` \ EXISTING ��-' \\ #2 9.) APPLICANT: FISHERS ISLAND FIRE DISTRICT U OUTLET SEPTIC TANK-25.8 / 1 \ •�, c, INLET D-BOX-25.67 / / \ O \\ SEPTIC \� LIMITS OF FRESHWATER WEMANDS PO BOX 222 a' W w \ s;l: t. I I \ AREA OUTLET D-BOX-25.5 Z \� \ `' \ \ �._ �� \ AS DELINEATED BY FISHERS ISLAND, NY 06390 W W W I \ -� \ INLET GALLEYS-25.0 \ �A N \� , \ ' \ 0000000 �� NELSON, POPE do VOORHIS ON 7/26/2011 0 631-788-7019 ~ - U = (n 23.8f LOCATED BY CME ASSOCIATES ON 9/2/2011) I BOTTOM OF GALLEYS-EL. CONCRETE ��• \ I \ \ .., Z�...a Fa.... ::::. . \ CURB I \ \\ o� \ \ \ \ ( 10.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL W O= L` + SPOT O FLAG I J �� /� ' \ \\ \ SYSTEM. Q \ CONCRETE // ^o LIGHT POLE \� \\ /�/ \ WALK 9TYP.) PARKENG \ I _ W \ ' \ , 1 .) PERCENT OF LOT COVERAGE- EXISTING AND PROPOSED 2.8� \ 1 Ld ,,��u u,, , \ \ \ Lo NO LEFT �j LAWN � � PROVIDE �'�' PROVIDE MANHOLE N \ 12.) THERE ARE NO WELLS WITHIN 150 FT. OF THE SITE. N O / TURN SIGN �p't \ ,; v ABANDON EXISTING 00 / \ � ,\ a'� BLUE DISTRIBUTION BUSH - / SPRUCE BOX // TH (2)- (SEE DETAIL) SEPTIC SYSTEM 1 I 1 HLF / MH2 USE 4" PVC AWWA C-900 PROVIDE FORM WWM-08O ►�O� ' #� / MONUMENT / _ - DR-18 PIPE I 1 I V- 11'-0" O / SIRE �- S57'38'00"W \ 464.76' GN f i ROCK \\--- \ \ a � o CAST CONCRETE / W/PLAQUE 1 / I \ \ d COVERS GARP ` ROUND CB / 130 ` \ TF=30.68 �� \ \24" \ STOP 1 MAPLE 12" #Crr( 1 PROVIDE 1500 GAL � / (� 1_ MAPLE \\`BENCHMARK LRO�\ I SIGN C� L J MAPLE 1 SIGN - \ O _- _ co • O ELEVATION = 31.84 o _ SEPTIC TANK (SEE DETAIL) / \ _ C \ EDGE OF PAVEMENT � j.__ STOP CONCRETE \ \ co 0 CURB \\ C S C E N T j 1/> / KNOCKOUT INLET & t-- A T H O L \ Of OUTLET OPENINGS PLAN ° - f Tn I Ln w CAPA ITIES J - - - CONCRETE WALK - - -- -- -- -- -- --- 1500GAL78.5" 6185"55.5" `^ Q > \ 2000 GAL 94.5" 77.5"71.5" L \ PROVIDE PRECAST CONCRETE COVED MANHOLE RISERS TO GRADE /I z z I SINGLE FAMILY RESIDENCE 24" 8" / I - ,. ' Z I w 3 VACANT LAND MUNICIPAL WATER a I _ > I ON SITE SEPTIC SYSTEM Q I T" a ADJUSTASIE LGGIONG rME'F' 2/3 CAPACITY f-- O I I DRAINAGE CALCULATIONS (PROPOSED ROOF AREAS (70 DE WAIM� � Q C0 � Q \ NEW ROOF AREA = 1,500 SF 6., rn CD PROPOSED ROOF LEADER REQUIRED = 1,500 SF X 1.0 X 2/12 = 250 CF 2' MAX a °N° 00 ADDITION 250 CF / 28.27 CF/VF = 8.9 VF -�hTOp'� M 0 2 0 i o USE TWO(2) - 6'0 X 6' DEEP DRY WELL. 6" m cV Li O_ O_ O_ I cV TOCGRADE KING CASTING PROPOSED GRADE CROSS SECTION O o 0 o J 6" PVC WYE U Z Z Z Y � OVERFLOW -w-D Y S7WS ARE 70 BE 1500/2000 GALLON ENDCAP TYPE 6" PVC CUT POLYPROPYLENE COAIFD� 7rA11 + � O w � = p � LEVELING DEVICES TO LENGTH MIN. 6" SOIL COVER STEEL DARE A 12'QQ �"T�T TO BE 2 COMPARTMENT H2O RATED °- M 0 0 0 0 L� •P OVER DRYWELL 1•BUM RUDBFR FOR BLOCKS AND CATCH CONCRETE INVERT FORMED 70 ALL JDK+M DATE: 01/03/2018 3 BASIN GRATE TO GRADE AT LEAST 7HREE-QUARTERS SEPTIC TANK MIN. 4' X Zoo � (NEENAH R-2525-F) OR EQUAL OF THE DIAMETER OF TFE PPE PROVIDE�- NOT TO SCALE 2" MIN. ABOVE INLET FILTER FABRIC MAST JOINT SEALANT. OUTLET INVERT 2" MIN. � Q NOTE: PROVIDE INLET BAFFLE & OUTLET FILTER SCALE: 1 " = 20' QUALITY CONTROL CERTIFICATION so eENCAST AS REQUIRED BY HEALTH CODE m o 0 0 0 GROUP REVIEWED DATE ° o o (0 a o Ir SLEF� Es• SDR 35 PVC 7o7--_�- RUB113EIRSTAINLESS STEEL STRAPS FF FIRST FLOOR PROJECT: # 2017829 SLOPE AS REQUIRED O OO OO OO O 12'-3/4"@Et010:N STONE ,wo 41r LD. o°°^eo OR FLEXIME RUBIER BOLT. PROJECT MANAGER BAFFLE REQUIRED ° O EL. ELEVATION IF INLET PITCH EXCEEDS °a°° 8° �° SURVEY � O OO O O O ° 1/2" PER FOOT 1" STONE OR o 0 0 0 m ° SF SQUARE FEET ENVIRONMENTAL SCREENED GRAVEL 1 TYPICAL MANHOLE DETAIL CIVIL 1 6 - - 31 - - EXISTING CONTOURS NOT TO SCALE 20 10 0 20 SHEET STRUCTURAL TYPICAL DISTRIBUTION BOX NOrEs NOT TO SCALE STORMWATER DRYWELL DETAIL 6' 1.ALL MANHOLES SE=)NS SHILL COWORM 70 A.&TAL C-47E, LATEST RBWON GRAPHIC SCALE IN FEET 1 OF 2 ARCHITECTURAL NOT TO SCALE SSPECIFICATME FOR PRMAST REWIDIRCED CONCRETE MJL SWTIONS. BUILDING SETBACK LINE 2. MANHOLE RM SEM11ON 70 BE 1`11,111100SHED IN 1.2o% OR V HEIGHM AS REMARED. & LOADING TO CONFORM TO AASHTO H-20 LOADING. 4.ALL CONWIE 6 70 LEFT 4000 PSI AT 28 DAY SET'. Michael J. Domino, Presid' 40§ ��SUFFO(��ol� Town Hall Annex John M. Bredemeyer III,Vice-President 54375 Route-25 Glenn Goldsmithy P.O.Box 1179 ze A.Nicholas Krupski Southold,NY 11971 Greg Williams y p`c Telephone(631)765-1892 ��� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD yy� Date/Time: 1' U �, Completed infield by: Richard Strouse, P.E.L.S. on behalf of the FISHERS ISLAND FIRE DISTRICT FIREHOUSE for a proposed second-story addition and new septic system (freshwater wetland/vegetation line delineation over 5 years old & septic plans already submitted to S.C.H.D.). Located: 250 Athol- Crescent Avenue, Fishers Island. SCTM# 1000-9-2-4.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q 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 Ch. 111 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: l/ ,r I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: Bredemeyer ( M. Domino G. Goldsmith N. Krupski /G. 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A t]�NU a ru. —__— - +u wn,u<srto A r r� - ..�. • nox. uu c,.o,xcr • ,e etrae m mitt xo ,eDe >m .. .a �a F PROPERTY MnP Fishers Island Fire District August 10,2018 CME Board of Trustees Town of Southold AUG 1 5 2018 Southold Town Hall Annex Architecture 53095 Route 25 So t'Wd Town Engineering PO Box 1179 Board of Tr steel Planning Southold, NY 11971-0959 Land Surveying Att; Diane DiSalvo Environmental RE Fishers Island Fire District-250 Athol Crescent&Equestrian Avenue SCTM#1000-9-2-41 Services Dear Trustees, I am writing on behalf of the Fishers Island Fire District requesting a letter of Non-Jurisdiction for a project proposed at the captioned site The site is currently occupied by the firehouse There are freshwater wetlands on site as shown on the enclosed site plan The Fire District is planning to construct a second floor addition to a portion of the existing building Siteworkwi[l include abandoning the existing septic system,installation of a newsewer line and septicsystem and installation of drywellsforthe roof leaders The newsepticsystem will be located approximately 140 feet from the freshwaterwetlands No additional paving is planned Please contact me if there are any questions or if any additional information is required Sincerely, Richard H. Strouse, P.E.L.S. Email:rstrouse@cmeengineenng.com CME Associates Engineering, Land Surveying,&Architecture, PLLC 6m 860 885 1055 @ www cmeengineering com a4` 33 Wilbur Cross Way,Suite 105 P 0 Box 535 Mansfield,CT 06268 Commitment, Meaning&Excellence. In All We Do. 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 Wilbur Cross CM T 860.885-1055 ext Y2118 1 C 860-377-9340 1 www.c,Suite 105, PO Box 535 1 lml0eenginee ing.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- I 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:rstrouseC@cmeenaineerina.com 33 Wilbur Cross Way,Suite 105, PO Box 535 1 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 so so From East to West- 1. 1000-5.-2-10.12 Erik Waldin-2875 Castle Road-slope protection- Plans will be ready 2. 1000-5.4-7.5 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:rstrouseffikmeengineering.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