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HomeMy WebLinkAboutHiggins, Jennifer & Patrick (2) James F.King,President Sorry Town Hall Annex 54375 Main Road Bob Ghosio,Jr.,Vice-President �� l0 P.O.Box 1179 Dave Bergen 1 [ Jt Southold, New York 11971-0959 John Bredemeyer N G p@ Telephone(631)765-1892 Michael J. Domino Q Fax(631)765-6641 �y�DUNTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 5, 2013 Patrick Brennan, AIA PO Box 767 Katonah, NY 10536 RE: JENNIFER & L. PATRICK HIGGINS 410 JACKSON STREET, NEW SUFFOLK SCTM# 117-10-3.5 Dear Mr. Brennan: The Southold Town Board of Trustees reviewed the site plan prepared by Patrick Brennan, AIA , last revised on February 15, 2013, and determined that the proposed construction of a swimming pool, pool patio, and pool house 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 construction, sedimentation, or disturbance of any kind may take place seaward of the tidal arid/or freshwater wetlands jurisdictional boundary or seaward of the.coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. 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. 2 If you have any further questions, please do not hesitate to call. Sincerely, James F. King, resident Board of Trustees JFK:eac James F.King,President o��q so op Town Hall Annex Bob Ghosio,Jr.,Vice-President p 54 Main Road P..O.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G • ,r0 Telephone(631)765-1892 Michael J.Domino O Fax(631)765-6641 UNMY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 22 2 p 2 May 30, 2012 D - 0 FEB 2 2 2013 Robert E. Herrmann Southold Town En-Consultants I BoardTru tee 1319 North Sea Road Southampton, NY 11968 RE: JENNIFER& L. PATRICK HIGGINS 410 &484 JACKSON STREET, NEW SUFFOLK SCTM# 117-10-3.5 Dear Mr. Herrmann: The Southold Town Board of Trustees reviewed the survey prepared by John C. Ehlers Land Surveyor, last revised on May 15, 2012, and determined that the proposed construction of a swimming pool, pool patio, and pool house, 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' Coastal Erosion Hazard Area (Chapter 111) no perr, however, that no construction, sedimentation, or disi 7 CD seaward of the tidal and/or freshwater wetlands juri 4 the coastal erosion hazard area as indicated above 1 0 top of the bluff, without further authorization from the � pursuant to Chapter 275 and/or Chapter 111 of the I I-Ilef to ensure that all necessary precautions are taken V alteration or disturbance to the ground surface or ve jurisdiction and Coastal Erosion Hazard Area, which precautions may include maintaining adequate work r jurisdictional boundary and the coastal erosion haz a temporary fence, barrier, or hay bale berm. i This determination is not a determination from any a If you have any further questions, please do not hesitate to call. Sincerely, James F. King, resident Board of Trustees JFK:eac ,xtnwt I"+P". .I-.x�maw._..—...---�- raumocaan.:...-mua¢xcr �ei� :.:I,P,V•+ _ _ ,r�,_:.W$is,:«.-L�.—m� 1�:�.ROPERTY MAP m7 t 8611-W ,6,4a 4*0 16060 B13-0t flerm a (50) Bauer, —03 .OS03 'tp .. � 4 1 F 2r 3e aB m8a MATCH ZuNE' -ti-02 12-,aV2 FOR GCL NO / C'• 9EE sm.NO. 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NEW 9UFFOUt -. t t f 11 ext 4?aF Y 2+ 2.6Alc1 t 0 t.iacl 0_<. 29A(cl ]x q O = 2 4 to" is.; 4 Po v yr M• "LL D B is2 k tB4 f2, cmn ``� i . 13 " 11A p13-.Nt 16.1 20.9 a1o. ea.RxBt° ZD .`..:. , u u w \0 'i 2.1ac1 1RA(c) faA ,a .w " m n • I6 /" . BAY pEcoNIC 8 N u3rm# GREAT § e ' .er.x _ ___ �" __ __ ,,,„,,, __"__ NOTICE mP COUNTY OF SUFFOLK © K iaae,v adrtxatn sscnoN No e "" lxt) d Re2l Property Tax Service Agency v to s 117 G=r„_ .. w --w-- maw—�� rv.nrnwwNtau eunry CmxrRlrg6W.NY,1Poi „ram -••—: r m.,avlxNa "' —_— o.aw ---- a,mw--..-- vrtxwnwBRfN r,Brtn aY= �'8 '� P w t0B0 N~~ p u..aNe m.t Nq -_ �____ ___� eW°pmN,wTe Fntemn PROPERTY MAP P a t r i c k B r e n n a n A r c h i t e c t P O B o x 7 6 7 Katonah, NY 10536 Tel. 914.767.0837 Fax. 914.767.0321 www.patrickbrennanarchitect.com James F. King President Board of Town Trustees D fZ ,V ry � � fl n Town of Southold l� v Town Hall 54375 Route 25 PO Box 1179 FEB 2 2 2013 Southold, NY 11971-0959 (t)631-765-1892 (f)631-765-6641 Southold Town fT e Re: Higgins Residence #1000-117-10-3.5 February 20, 2013 Dear Mr. King, The above project was previously reviewed by your Board and it was determined that the proposed activity was out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code(see attached letter dated May 30, 2012). Over the past year, I have made some changes to the overall composition and location of the principal elements of the project; pool, pool house, and pool patio. Please seethe attached site plan prepared by my office and dated 2/1 512 0 1 3. 1 believe that all of the currently proposed work remains safely beyond the jurisdiction of your Board. If you are in agreement, I would greatly appreciate an updated determination to that effect. Please do not hesitate to call if you require any further information. I can always be reached on my cell phone (917-612-6135). Thank you for your consideration. Since , Patrick Brennan,AIA End./ Cc: PLH AFFIDAVIT To whom it may concern: AI //=� residing t ")o�� 1)—/e- glIC)"V- (OwnerIW g a c� Z%of Property) (Mailing Address) ' hereby authorize Patrick Brennan. Patrick Brennan Architect PLLC to act on my behalf in front of the (Agent) following; Town of Southold Building Department, , L� Town of Southold Planning Department, 2'-- Town of Southold Zoning Board of Appeals, L, Town of Southold Highway Department, __ --- Town of Southold Board of Town Trustees, V FEB 2 2 2013 Suffolk County Department of Health Services, New York State Department of Environmental Conservation, New State Department of State, Southold Town United States Army Corp of Engineers, and f T e and all other governments, agencies, boards and individuals having jurisdiction, in connection with the project known as; Higgins Residence (Name) and located at; 410 Jackson Street. New Suffolk, NY Suffolk CountyLTax 1000-117-10-3.5 (Address) ,. 1el Ccomme'r signt!V STATE OF COUNTY OF The foregoing instrument was acknowledged before me this �� day of 2012 , by as for Personally known or produced identification Type of identification AL2h,4,y -,0 SEAL ( tary Signature) (Print Notary Name) OFFICUIL SEAL MARIA FLIZACK n NOTARY PUBLIC-NEW JERSEY My Comm.Expires July 19,2014 I AUTHORIZATION (where the applicant is not the owner) residing at d I � "�' Az�' I. . (print owner of PrOPertY) (mai-ling ,addres sY�/�1�� do hereby authorize (Agent)-. _ from the C'11.-ctr�;ctC 16Q3"s ti tfl,ri ?G1�I� t�cFtl-c O apply for permit-As) South r of Town Trustees on my behalf. r . tur ter, s / e) E'CE VE FEB 2 2 2013 Southold Town Board of Trustees- 8 . PRO✓ECT DATE BASED UPON SURVEY BY: STABILIZATION AREA SPECIFICATIONS: MAY 2008 ZONING R-40 EXISTING PROPOSED JOHN C. EHLERS LAND SURVEYOR 1. STONE SIZE - USE 1-INCH TO 4-INCH STONE, OR RECLAIMED OR RECYCLED REVISIONS 6 EAST MAIN STREET CONCRETE EQUIVALENT. MINIMUM REQUIREMENTS: RIVERHEAD, NY 11901 I I /' \ ♦ ' DATE DESCRIPTION PRINCIPAL BUILDING 631.369.8288 1 1 I 1 2. LENGTH - NOT LESS THAN THIRTY (30) FEET v LOT SIZE (SO FT) 40,000 SF 2.4531 ACRES NO CHANGE REVISED ON JUNE 20, 2012 I I I I /•/. \ s 0 2/15/2 013 106,589 SF. I I I I 3. THICKNESS - NOT LESS THAN SIX (6) INCHES LOT WIDTH 15(0 177.19' NO CHANGE i I I I Q) •�o TOWN OF S O U T H O L D I 1 I I 4. WIDTH - TWELVE (12) FEET MINIMUM / BOARD OF TRUSTEES LOT DEPTH 17:5 659.05' NO CHANGE I I 1 I �4 /' �\ O NOTE I I CONSTRUCTION FRONT YARD (FT) 50 141.5' NO CHANGE I EXISTING TREE 1 EXISTING TREE 5. GEOTEXTILE - PLACED OVER ENTIRE AREA PRIOR TO PLACING OF STONE / �\ O THE SURVEY IS THE BEST i L, I FENCE '\O; SIDE YARD (FT) 15i 16.0'AND 95.0' NO CHANGE WOOD I,ONSTRUCTION 2-BY 1�OODI PLANKING /• O INFORMATION CONCERNING EXISTING I BARRIEfIt I LOOSE 41Y C,ABLED 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD BOTH SIDE YARDS (FT) 35 t11.0' NO CHANGE I I I AROUND TREE CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING AND PROPOSED SITE CONDITIONS I 6" MULICH BED I I /• \ REAR YARD (FT) 50 441.9 NO CHANGE I 1 I 6" MULPH DED IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED IN THE POSSESSION OF THE E I EXISTING \ I PROVID PLYWOOD I PROVID PLYWOOD �• •\ LIVABLE FLOOR AREA 850 SF. > 850 SF. NO CHANGE OWNER, BUT THE OWNER AND I AT AR AS WITH 1 AT AR AS WITH 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH DRIVEWAY t OWNER'S AUTHORIZED REPRESENT- I VEHICU AR I VEHICU AR WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. ACCESSORY BUILDING (POOL PATIO AND POOL HOUSE) TRAFFI TRAFFI ATIVES ASSUME NO RESPONSIBILITY 1 1 1 I ALL SEDIMENTS SPILLED, DROPPED, WASHED, OR TRACTED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY / ' D (� 0 V E FRONT YARD (FT) 50 N.A. 311J' I I I LS �1 SIDE YARD (FT) 25 N.A. 25.0'AND 57.1' FOR THE CORRECTNESS OF THE tr / ' / `Jo ` '\,\ SURVEY INFORMATION AND MAKE 1 I; I; 1 1 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH REAR YARD (FT) 25 N.A. 277.0' I I I STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT -TRAPPING DEVICE /• / `;� '\, �j NO REPRESENTATIONS REGARDING THE ACTUAL SITE CONDITIONS 8'-0II 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN /. /-'' /'' \���� PUBLIC \'� FEB 2 2 2013 MAXIMUM PERMITTED DIMENSIONS: THAT MAY EXIST. / �y�, WATER \ TYPE I PROTECTION FOR AREAS WHERE TYPE II PROTECTION FOR AREAS WHERE /" o LINE LOT COVERAGE (7.) - BUILDING 201/. 3.39% 8.197 WORK IS WITHIN CROWN OF TREE WORK IS IMMEDIATELY ADJACENT TO TREE /, o,' / �.SF, \ Southold Town PROPOSED PARKING AREA. /� `rti- h-' 'NUMBER OF STORIES 2 1J2 2 NO CHANGE 1" THICK %" NATIVE STONEa f Tr SUFFOLK COUNTY TAX ID= „ . .�, 3 . 5BUILDING HEIGHT (FT) - PRINCIPAL 35 < 35' NO CHANGE OVER 4 ITEM •4 BASE. Q•/c.,, TREE PROTECTION TREE PROTECTION EXISTING 1,12 S. /' A '��;' \ , �s , \ BUILDING HEIGHT (FT) - ACCESSORY 22! N.A. 17.4' 1000-117-10-3.5 SSDS /• ��I� 2 TYPE I &jSCMNOT E II SITE WORK SPECIFICATIONSSCALE:NOT TO SCALE TO SCALE I\_f _J /•/• /,/ PROTECT TREE SEE DETAIL *2 *3 , 1. PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING ELEVATIONS REFERENCE 1929 NGVD 10'-011 O.C. MAX. /� ��"O�' IMPROVEMENTS. PROTECT IMPROVEMENTS ON ADJOINING PROPERTIES AND ON �?' PROPOSED /• OWNER'S PROPERTY. RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL / i / p?i\`��?/ DRYWELL *4 CONDITION, AS ACCEPTABLE TO PROPERTY OWNERS. FLOOD ZONE REFERENCES FEMA FIRM CONSTRUCTION FENCE ��� MAP NUMBER 36103C0501 G SUPPORT NET PROPOSED / , J`' 2. PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN - FILTER FABRIC WOOD/ METAL POLE U.G. 1,000 GAL �, / E.T.R. d /• IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF O PROPANE TANK LINE OF /, �� gP��/ SALVAGE 1-STORY ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY POLE VEG. /, ,; ��''c��/ 5 SHRUBS RAGE STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN I FLOW _ / / DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND � 00 z PROPOSED UNDERGROUND /• ,�,�' Q, �'(�1 Z R ,'' '!S, ,/• cb VEGETATION TO BE LENT STANDING. + TAMPED UTILITIES. SEE DETAIL *9 TABILIZATION/ BACKFILL I /, i/ /' r / 3. REMOVE TREES, SHRUBS, GRASS AND OTHER VEGETATION, IMPROVEMENTS, // / AREA. SEE � - EXISTING /' „ OR OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW r , + s �, /" ,/ 9s DETAIL •8 CONSTRUCTION. /\\//\\//\\//\\ \ \\�\\ 48" TALL BUILDING / ��, /,' ,' o• /; / /,/ Z \�\\ \\ \\ \ \/\/ � POOL FENCE 4. STRIP TOPSOIL TO WHATEVER DEPTHS ENCOUNTERED IN A MANNER TO /,// // \ \\ / / ' .`' /``�' �'" /• PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER \ �`\�\ \\ \\/// FILTER FABRIC OBJECTIONABLE MATERIAL. STOCKPILE TOPSOIL ON SITE FOR FUTURE USE. POLES 5. REMOVE HEAVY GROWTHS OF GRASS FROM AREAS BEFORE STRIPPING, N " '_' '� / i �,1 41 / WHERE EXISTING TREES ARE INDICATED TO REMAIN, LEAVE EXISTING TOPSOIL / = POOL HOUSE /•' ,'/' / ; E.T.R. IN PLACE WITHIN DRIP LINES TO PREVENT DAMAGE TO ROOT SYSTEM. N , 2-STORY ROOF AREA 1,445 SF ,� ' /'" FRAMED 6. COMPLETELY REMOVE STUMPS, ROOTS AND OTHER DEBRIS PROTRUDING / / THROUGH GROUND SURFACE. FILL DEPRESSIONS CAUSED BY CLEARING /• / ` HOUSE OPERATIONS WITH SATISFACTORY SOIL MATERIAL. PLAN & SECTION DETAIL TEMPORARY POOL EQUIP. ,;� /' ; Al _ CONC. COVER. 7. REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS AS OF SILTATION FENCE CONSTRUCTION FENCE HEAT PUMP /' l;'-- \. /�J Jv / NECESSARY TO FACILITATE NEW CONSTRUCTION. SAW-CUT EDGES OF 4 cJ EXISTING SSDS EXISTING PAVEMENT WHERE REQUIRED. SCALE:NOT To SCALE SCALE NOT TO SCALE EXISTING 8. LOCATE AND VERIFY ALL UTILITIES PRIIOR TO COMMENCING WORK. WELL DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY /" ---------- --� G �/ /• THE OWNER EXCEPT WHEN PERMITTED IN WRITING BY THE ARCHITECT SITE PREPARATIONS AND MAINTENANCE - AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE 1. LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES „� /;/ �' I I' EXISTI G ARCHITECT AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE AND BELOW GRADE IMPROVEMENTS PRIOR TO WORK. ./ INTERRUPTING ANY UTILITY. COORDINATE )WITH UTILITY COMPANIES TO /%, �;/ /, O� i WELL /'" /. Aso /' E.T.R. STONE SHUT OFF SERVICES IF LINES ARE ALIVE., 2. CONSTRUCTION MANAGER SHALL REVIEW WITH �/ %;/ r BARBECUE 0 ARCHITECT ANY UNSAFE FINDINGS OR CONFLICTS , / � r I.._ ', •• , 9. EXCAVATE TO INDICATED ELEVATIONS SAND DIMENSIONS WITHIN A BETWEEN EXISTING CONDITIONS AND THE PROPOSED WORK. ', , O . E.T.R. UTILITY POLE TOLERANCE OF PLUS OR MINUS 0.10 FOOT OR UNTIL SATISFACTORY SOIL o / 1 a r 0 / /' / WITH SUITABLE BEARING CAPACITY IS REACHED. 3. PROVIDE EROSION CONTROL AS SHOWN PRIOR TO ANY XISTIN EARTHMOVING ACTIVITY. CONSTRUCTION FENCES SHALL BE POOL 10. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE FROM INSTALLED AS SHOWN TO ISOLATE WORK ZONE. SILT FENCE 0� IRREGULAR SURFACE CHANGES. PROVIDE )A SMOOTH TRANSITION BETWEEN SHALL BE INSTALL AS SHOWN. ALL EROSION CONTROLS EXISTING ADJACENT GRADES AND NEW GRADES. CUT OUT SOFT SPOTS, FILL SHALL NOT BE REMOVED UNTIL DISTURBED AREAS HAVE O '• ,' ' ,!• OUTLINE OF IN LOW SPOTS, TRIM HIGH SPOTS TO CONFORM TO REQUIRED SURFACE BEEN RESTORED AND PROPOSED VEGETATIVE STABILITY S� /a' • ,� �`� / . /�,' �" ' /' EXISTING DRIVEWAY TO TOLERANCES. HAS BEEN ACHIEVED. /• SILT FENCE /• ,' Q r y, /,� /�� / /,;/ ., ' /' O BE REMOVED �� P A T R I C K 11. SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO 4. LOCATE EXISTING PLANTS TO REMAIN. PROTECT AGAINST ` / / <v��PREVENT PONDING. INJURY OR DAMAGE, INCLUDING CUTTING, BREAKING, OR x/ EXISTING /• SKINNING OF ROOTS, TRUNKS, OR BRANCHES. PROVIDE �/ ,' ,°° /' ,NCO B R E N N AN 12. SEED DAMAGED AND GRADED AREAS. PROTECT SEEDED AREAS FROM CONSTRUCTION FENCING AT DRIP LINE OF ALL TREES TO BUILDING \ /" s ARCHITECT EROSION AND TRAFFIC. WATER AND MAINlrAIN SEEDED AREAS UNTIL GRASS REMAIN WITHIN CONSTRUCTION AREA. DO NOT STOCKPILE 0 / i� / ,' \ i� I �r' /'' / ^'\ ,, TEST HOLE Q�� HAS GERMINATED. CONSTRUCTION MATERIALS AT BASE OF TREES. / ,'.� / \i /-' '\ � `V P L L C 5. PLANT MATERIAL TO BE REMOVED 0� /• ,�, /' / '/ �Op -� / /N' I �' /" �O PROPOSED D R Y W E L L GRUB STUMPS AND REMOVE THEM FROM SITE. O�� ��� ,/ / ,/ o 'po A EXISTING O P� 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE 7�1 \ i _�._�- _ �� �/ �1 �/' / '� /' ,O,�L WELL POOL HOUSE ROOF AREA 1,445 SF OF LANDSCAPE ON ENTIRE SITE, INCLUDING LAWN, �� P� / \ i / ./ / / �- / / �/ .46,q&D A�'G°,ryi TRANSPLANTED AND STORED PLANTS. 0 0 • POOL ��PATIO PAVED AREA 2,679 SF , / �� „�4b 20'x48' POOL AT 2 RAIN FALL, VOLUME EQUALS 687 CU.FT. 7. MAINTAIN DRIVEWAYS AND PARKING AREAS FREE OF DIRT, \ MUD, LEAVES, AND SNOW. PREVENT DIRT AND DEBRIS FROM Q �` �^ ENTERING PUBLIC ROADWAY. %�/ /,' ,' \ `�` ` \ �� �Op• /. /. HOT TUB SIZE: 8'x8' 30 DEEP. CALCULATE COMPLETE PUMP DOWN P ` ' PROP�5ED\��„ ` a ' /�,� / / P N VOLUME 160 CU. FT. �'P� ���� SSDS POOL EXISTING GROUND /� \ /" ' SIZE: 20'-48'. CALCULATE 10" PUMP DOWN �� �•, `\ ,/ PROJECT LIMI Q /�J /�, POOL PATIO VOLUME 800 CU. FT. DARK BROWN LOAM OL ; / ��`,/ SILT FENCE \,\ o�� / / /' 2,679 SF. 6-INCH THICK (MIN.) STONE Po Box 767 1' /• ,' / \� \ �` / ,' /• KATONAH, NY 10536 TOTAL VOLUME: 1,647 CU. FT. /o \ v BROWN CLAYEY SAND SC \ / tip\� O `� QG /• (T) 914.767.0837 E.T.R. � � /" ./ \ � /" /' (F) 914.767.0321 DRYWELL SIZE (3) 8' DIAMETER 12' TALL STORM DRAIN POOLS 2.5' WOOD RAIL \`/� ' /' ,/ \9�0 �'`� �� \ / CONSTRUCTION www.patrickbrennonorchitect.com TO CONTAIN PROPOSED ROOF AND PATIO RUNOFF, TEST HOLE PERFORMED BY: / `� ° \ /. FILTER �\ `/'(�,/ \�� � � '\ / /" /' FABRIC SECTION infoQpatrickbrennonor chi tect.com POOL AND HOT TUB WINTER PUMP DOWNS. PALE BROWN FINE SAND SP MCDONALD GEOSCIENCE E.T.R. FENCE WOOD STEPS TOTAL VOLUME 1,808 CF BOX 1000 SOUTHOLD, NEW YORK 11971 ,/• ,�' `- - - _ \% /"'\ /' /' EXISTING 6-INCH THICK (MIN.) © COPYRIGHT 2012 631.765.3677 \ /" DRIVEWAY I STONE PARKING AREA: 1,124 SF DATE: SEPTEMBER 10, 2012 /• s ,'" /'' \ /. PROPOSED PROJECT NAME \ ,/, DRYWELL *1, •2, AND •3 PARKING AREA MATERIAL: GRAVEL ;C ,'' / -, �a� /'' ,'' � AT 2 RAIN FALL, VOLUME EQUALS: 187 CU.FT. O / \� ,' \ _ HIGGINS POOL HOUSE 601 RUNOFF COEFFICIENT APPLIES: 112 CU.FT. '� /_� \ �F ' \ ('� \1 �o�. � � � � EXISTING j 41NEWACSUF�OLKSTREETNY SSDS �_�� DRYWELL SIZE: (1) 8' DIAMETER 4' TALL STORM DRAIN 17, �p�O ,/ /" /' ,'" \ 30.0' PLAN 11935 TO CONTAIN PROPOSED PARKING AREA RUNOFF / `',� .\ ,- - - _ _ /' ,' /' \ �/ ' NO WATER ENCOUNTERED - 6 SOIL TEST HOLE �•' '` � is `, ,'' �,/ PRO✓ECT NO SCALE:NOT TO SCALE , •\ � �g `�\ ,'" ,'' �, ��SCALE:NOT TABILIZATION AREA DETAIL 080501 \ ��•\ �� 72 \ i /' ,' , TO SCALE TITLE PROPOSED POOL HOUSE SSDS - SEASONAL USE f►a5NFIRST FLOOR \• �' ' ' PROPOSED TYPICAL DETAILS OF CONSTRUCTION ELEv�21'-8- � 'k / /, EXISTING PATIn BUILDING SITE PLAN ELEV 21••0- . , ., �o AND DETAILS 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST CONCRETE BOTTOM AND 3 INCH WALLS 1�EDGE OF �9\' l �\ / . CONTINUOUS FINISHED GRADE - %-PNER12-Lf1 1 POOL PATIO \• -� /'' .` \ CAUTION TAPE TO MATCH EXISTING 2. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH THICK SLAB TOP IN LAWN 1 \ �r� �� ,� \ O� ADJACENT OLL CT AT Pin nrx: I , \ .) ` / / AREAS ELE1192'•1- 1 0 . /,' /, \` \L/G (/Sti SCALE 3. DROP IT'S MUST BE PINNED OR OTHERWISE FIRMLY ATTACHED I g \ ���. `. ` ��S TF 0, SPARE 11/2" PVC CONDUIT 111 = 301-011 4. LIQUID DEPTH MUST BE 48 INCHES SEPTIC TANG INLET ���� SO /" 5. FLOW BAFFLE OR DROP 'T' REQIUIRED RFPTV ELEvI9T2 1 m h o 0 0 • '\ 011% ` ;\ /,' /• FL �G T�O�/rL�/,S, (TV/COMM.) ELEV•t8T 8"ANK n11T1`T 1 o�o�oo �\ `syL•� ' " ', 16', j 00�� 1/2 PVC CONDUIT SANDY FILL DESIGNED BYr PB SW DETAILS OF CONSTRUCTION �JF 4uG Pon N, T m (NO ROCKS) ELEV%18'-1- I O O O O ` • L•,` 1. USE ONE (1) 1000 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK 1 o a 0 •� / i0 U.G. ELECTRIC LINE IN N oRAwN BYr S1/�1 2. USE ONE (1) 8 FT DIAMETER, 4 FT HIGH PRECAST CONCRETE LEACHING RING I FLOW b o 0 0 �`` '\ �F '� OO.j, �' 11/2" PVC CONDUIT BAFFLE b ' '9� 3. USE 4 INCH DIAMETER APPROVEID SEWER PIPE THROUGHOUT 1 so \.\ S ./ FLF , f 00 CHECKED BYr PB B-FOOT DIALETER,4-FOOT TALL w 4. THE WASTELINE FROM THE SEPTIC TANK SHOULD ENTER THE LEACHING RING AS I PRECAST CONCRETE LEACHING POOL U.G. WATER LINE HIGH AS POSSIBLE rc,o IDDD�T�PRECAST CONCRETE `Ss,, ♦ /•'•� U.G. PROPANE LINE DRAWING NO 5. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL sr.P ,.o- .o- !y '\ '� T 1 " AND 24" BELOW GRADE �n ^ '♦ / Co 6. SLABS SHALL BE BETWEEN 2 EL G E I " <;- 6 /• O 7. SOLID CONCRETE COVER SHALL BE BETWEEN 6" AND 12" BELOW GRADE �SHT DETAIL Q �� `�s•\'\/' `� PROPOSED SITE PLAN CONDUIT SECTION DETAIL A - INS 8. BOTTOM OF POOL SHALL BE A (MINIMUM OF 2 FEET ABOVE HIGH SEASONAL TO SCALE SCALE: - 30'-0" GROUNDWATER AL NOT 0 SCALE