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HomeMy WebLinkAbout1000-110.-7-4To: OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 of soury� ti O 'YCOUNTI MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: September 10, 2014 Re: Proposed Wetland Permit for ALEX KOFINAS 2011 GST EXEMPTION TRUST, c/o ALEX KOFINAS, AS TRUSTEE SCTM# 1000-110-7-4 Michael Kimack on behalf of ALEX KOFINAS 2011 GST EXEMPTION TRUST, c/o ALEX KOFINAS, AS TRUSTEE requests a Wetland Permit to remove existing septic system and demolish existing dwelling with attached garage, walkways, patio, and foundation; construct new two-story 2,421.7sq.ft. dwelling with a 614.2sq.ft. screened porch; a 162.3sq.ft. north porch; a 1,937.4sq.ft. raised patio with pergola; a 1,034sq.ft. swimming pool; a 168.8sq.ft. cabana; the installation of a drywell system; install 5' wide concrete walkways and steps; construct 2 -tiered long wood retaining walls, each 67' in length; add sand fill and vegetate with rosa rugosa and Cape Ann beach grass. Located: 805 West Road, Cutchogue. SCTM# 110-7-4 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed actions are CONSISTENT with the Policy Standards and therefore are CONSISTENT with the LWRP. This determination was based on the following: The Zoning Board of Appeals granted approval for the action (in part) and required the following conditions which further the LWRP policies. CONDITIONS: 1. The applicant shall install a perpetual Landscaped Buffer landward from the wood retaining wall. The Buffer shall be designed to encompass the existing vegetation west of the stairs and extend to an area comparable in width east of the stairs. The LANDSCAPED BUFFER area shall be staked prior to any construction on-site. 2. Drywell for pool de -watering shall be installed. 3. The as -built storage structure with deck shall be removed Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney !r __ Town of Southold LWRP CONSISTENCY ASSESSMENT FORM [SEP 2 2014 Southold Town A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant 3 If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus ��� �u�ww+�r `rausi >1ie inet3.In det�ii tistin 1Cr�th sp o� :and` non-u supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# !/�--2_ AUG 14/C14 1 PROJECT NAME ` The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ Building Dept. i Board of Trustees 1 1. Category of Town of Southold agency action (check appropriate'response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: C.M ove_ e�( ; Location of action: _ &-.15: 124.422C4 �c I-)Wr= Site acreage: 4.4 444- 1 VtF-- ! (, ft '6 J Present land use:� 1 D oER ZAL Present zoning classification:_ 94- � 22A L 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: P6 L� ,� /Vi 11% /� TV..y 1/U3&I) (c) Telephone number: Area Code (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes Q No If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that.enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III — Policies; Page 2 for evaluation criteria. n Yes . Q No � Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III — Policies Pages 3 through 6 for evaluation criteria 0 YesF] No LN'7r Not Applicable e Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 6 through 7 for evaluation criteria Yes ❑ NoL Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III — Policies Pages 8 through 16 for evaluation criteria ❑ YesF] No ® Not Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Polidies Pages 16 through 21 for evaluation criteria Yes No ❑ Not Applieabe_ Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. 0 Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes n NoYJ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria. 1 Yes n No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation criteria. �( Q Yes[] No U Not Applicable Attach additional sheets if necessary r WORKING COAST POLICIES Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section III — Policies; Pages 47 through 56 for evaluation criteria. n Yes ❑ No Z Not Applicable r7m-,A:z / r Awl ,Le CEsy yl-� ®i Ca"W e ,9.0 Y A", /7 Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. 0 Yes 1-1 No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands • in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. YesEl No [2 Not Applicable aroZ9 HE A4el=T Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III — Policies; Pages 65 through 68 for evaluation criteria. sr.c sic vo ,m INE 1 s p3o -a d O d ♦ M1a 11 1 w+s°w w. • ,,, b ' e" 9 ' ♦.I6. s .I yew eP � , • n°, q M I � �µ' $ •�u*ro� - A ' � i � ' , I r ` a<• '�. , M1 � � ©e M1` P'� fy.r ora " • -- — e �' 'O � e S � • r ` �. �, i9 O I \Fp ,,µ e e e A r r, e a I 1 r f Son rca. xa lr 1 - p EE— a s q a ' I 1 E - Pa s ! nr j xx '�.. w�a°s 32° no � s.wn a 1 ,x •' + �° e -..�� rNTLN -- SEE SEc. xo.m •- -_�_ �+ _ la I - --•-- wu -- -- „� rgnce COUNTY OF SUFFOLK © x a SOIfTNOLD SEGTgNI Q d.,- - - - vr. - - • - - v Real Properly TService Apenq ax110 r s�gt--'- 1 9 W1 (2) Alexander Kofinas 1 r �y t t f , w , • i� f �� r. L •ate _. 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TEST .to" bre 600scJtnco - : - - — - • ui;, _ _ _ _ ` _ ` , _ _ - _ to r r • r� IVVA to , r �f �'56.0ro RAY PEC,p0 SLP VEY OF PROPERTY •` A T Ci1TCHOGL E TOWN -OF SOUTHOLD SL FFOLK COUNTY, N. Y. I=- mpty04 AL K�IFNAS AAV WORSE L61"' • !D' KOiFNYAS ar Tiwsha o/ tMp�'�► : Doe�i Topo! 7xAN RST S rhendor 3 d► pOVI lbr 1M "MR o/ QEAfene► Korm • AREA 41,184 sq.11. to tie 11 a 30 TO TWO N.Y.S. Lit NO. 49618 or at pi M �, lE� ONLy IF GB31> • 30Y0 FA (631) 763-1799 'p SAOPA. a" Isox 909 am VUVELER STMTT Mj.,-_-, SOUTHOLD, N.Y. 1f97f 13-286 ELEVATIONS ARE REFERENCED TO NAVD t f r REVISIONS: I'm/�� 0 e u N a a U � � Q u a W a ^ w 1—i F W O � z w Q+ o a a a o A� ro Cld �3 x U 2} o O 00 U DRAWN: MH/MS SCALE: I/4"=1'-0" JOB #: June 26, 2014 SHEET NUMBER: A-1 REVISIONS: 1�',/�. .,8, 0 U � K Ln o � � u S a W � z O Q__ � W Q W H W O W a C4 CA Tho cqs 5 U O � DRAWN: MH/MS SCALE: 1/4"=l'-0" JOB H: June 26, 2014 SHEET NUMBER: A-2 PROPOSED SOUTH ELEVATION L SCALE: 1/8" = 1' REVISIONS:I W r� O oF-�� F� .a H F-1 w O 0 W P.4 o a P4 a DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB M June 26, 2014 SHEET NUMBER A-3 Jll\LC. 1/O REVISIONS: Ask,��, 0 N Q ^ U y a o U w � � U oY i a W � z o O � .a Q w H W Q v� W O cnA a a a a o Q� V] on p U t} o A� oo U U �1 DRAWN: MH / MS SCALE: 1/4-1'-0" JOB #: June 26, 2014 SHEET NUMBER: A-4 . ------ -------------- -----------'----�- ' ___- --- -------------------- '�UU hMASTER BEDROOMO1 �,=°"°=,�° "° U| PROJECT NORTH IST. FLOOR PLAN LIVING SPACE: 2394-71SQ- FT.]@ SCALE: 1/8" = . GRADE FL 195' y CABANA 12 BATH O l RAISED PATIO FF a zas OVER FLOW rai" ————— RouoovmunEEa ------------ — . GRADE Evzs.a � 1 1� 1 P R A/POR H 1 SCREENED , 1 PORCH y 1 FF E116.0' 1 1 I 1 1 I 1 1 1 1 i_ 1 1 1 FF Fl 16.5 1 �n T I E PROJECT NORTH 1ST. FLOOR PLAN SCALE: 1/8" = 1' J-, J �J rJ-� rJ UWTERJ, rJ� rJ' (2 fes' (J GRADE Eue.a GRADE El.z�.a BEO o.1 BEDROOMNo.3 ........FIAT CEIIING.. FUT CE>]RC ® BEQO�RL_Z ---'-'-"-'-- gyp{ ® DD. MIX --------------- -------------------------- HALL WALK-IN CLOS I WALK-IN CLOSET I BATT i BATH No. 1 BEDROOM No. 4 ti BATH No. 3 ® �QTLL41F7L i 0� 0 ATTIC s j PROJECT NORTH 2ND. FLOOR PLAN 2079.8 SQ. FT. SCALE: 1/8" = 1' REVISIONS: ��TON� Affi U � z e v' 0 d V1 12 W 0 u" 0 a N �I Off �O crj W U C} o ao U 0 U DRAWN: MH/MS SCALE: 1/4"=l'-0" JOB #: June 26, 2014 SHEET NUMBER: A-6 • �x1S1._l/�R SCK —44�sAjSlbE2: __. Eaci^,,t: SrQ±PA���O I fes -- I E�/sT .LQwER�G� I' f 36 R e-sca_cz__ Rasa ,?W-asq �r s� .g�acH doss' /1o�W R s _ EXlSTli1/ VEl�T,4TEQ .4R,�A SAM, v rryrx6taNK__ � ACS4 RVOOSAdP /.=6 N- 2 LO G.C. I •, "OAOSZO TWO riE,Q - �'.G`T41�S1111�C�.W-44lS 1'f'R�SlJ1QE'TR,E,,CT�'L7, -'� eX157; 49414&W -CAD OAM-C--44y __ -+E'Xr G_s/EL•e���rlorylO.B.�.rY-3!/ � R 1 �G1R?SED F/N/SN�`P _C- l•¢,ol:�PZOX> ggCKF/L[.. I ! I i r s t " Lj a1oC,e,,. / /O SECT/oN : 7 LOT. ¢ __-- ao w4r4r .- -04AO -- �rAsl k/ti,4Ck ------- - - - --- N07r RErAhVIAIG w.4GG._ It 7'lk_ ,�-- SECOAAD 77ER SAIWO 8/k'XR/4L '7=V '�AP.�Et.P_�EJ__ _ __ �-r,AD�i.A�t_T1•E,�AC---..Sr- RV4;r-_C PA D9 r N IL � M �/EBa cks aLEx kc�iiv.9s e06- wesr ROAD - ,CUrCNOGi(JE, N,Y P�POPC,SEp R�i�'GOCE,�ySvT RETAIN/rYb W� � �' ,OAA --1 y .z3, �oi4 &Y.,A,-K/MACK ---- --- — GENERAL DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING, CAUSE SURFICIAL FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACC SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY, A DRY WELL SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT, ADVERSE ALTERATION, AND REMOVAL THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET MOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTNON: FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL PRIOR TO ITS CONSTRUCTION, THE AREA TO BE USED FOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS. DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED. THIS DELAYED COWSTRUCTION EMPHASK THE NEED, AS DESCRIBED ABOVE, TO CORDON OFF THE DRYWELL AREA(S) TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES. SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED. WHERE UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL V- TTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM, WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABIUZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED. DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELLS DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING NATE COMPACTORS. A MAXIMUM LOOSE UFT THICKNESS OF 12 INCHES IS RECOMMENDED. PRETREATMENT: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRITTRFATMENT CAN EXTEND THE FUNCTIONAL UFE OF A DRY WELL WHILE GENERALLY NOT A Sh;NIFICANT SOURCE OF RUNOFF POLLUTION, ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND. DURING SITE CONSTRUCTION, SEDIMENT AND DEBRIS. THEREFORE. ROOF GUTTER GUARDS AND / OR SUMPS OR TRAPS (EQUIPPED WITH CLEAN -OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE P E C 0 N I C BAY 0' DARK BROWN LOAM 1' OL BROWN CLAYEY SAND Sc 4' PALE BROWN FINE TO MEDIUM SAND SP iT TEST HOLE McDONALD GEOSCIENCE 12/26/2013 HOUSE ROOF AREA: 4151 SQ. FT. AT 100% WATER RUNOFF: 700 CU. FT. PROVIDE (3) 8' DIA. X 6' DEEP DRYWELLS DRYWELLS CAPACITY: 760 CU. FT. CABANA ROOF AREA: 445 SQ. FT. AT 100% WATER RUNOFF: 75 CU. FT. PROVIDE (1) 8' DIA. X 2' DEEP DRYWELLS DRYWELLS CAPACITY: 84 CU. FT. 50' SETBACK ennu .t n vue►n N/0 /F PAT LAVARONE (DWELLING, PUBLIC WATER) N/O/F ITS MY WAYLLC N/O!F C.A. DRALMGAN (CESSPOOL 1501 SITE PLAN SCALE: 1" = 20'-0' rtuUASH AVENUE SEOU ENC E OF PRC I prT- 1 SITE CLEARING: CLEARANCE OF MINIMUM SITE WORK AS NEEDED. INSTALL BERMS, HAYBALES, SILT FENCING AS REQUIRED. RUNOFF LOT COVERAGE: PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS FIL . OF UNDERGROUND WIRES, CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE 41,184 SQ. FT. AREA IS CLEAR. CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE PROJECT PERIMETER DO NOT CLEAR OR EXCAVATE 0� V LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS PROPERTY WETLANDS: PRACTICAL LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE - DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DIUP-LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCIIOIN BEGINS, A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 2 POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOP SOIL AS POSSIBLE TO ESTIMATED AREA OF GROUND DISTURBANCE: PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TOBE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 241CHES OF UTILITY MUST BE DONE BY HAND. WHEN THE TOP SOIL IS PRESERVED, TILL THE SOIL FIRST, ANDTHEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER. PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBIE. EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION BENCH MARK PRIOR TO EXCAVATION. OVER DIG EXISTING HOUSE (TO REMOVE): FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL -DRAINING BACk PILL AND TO PROVIDE ROOM FOR ALL WORK. A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET. 25 CU. YD. B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR 438.1 SQ. FT. INSTALL SHORING. 5 CU. YD. HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE - THE ANGLE AT WHICH THE SLOPE IS STABLE, USSUALLY BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). EXISTING PATIO (TO REMOVE): A). AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE:. 4 STORM WATER RUNOFF CONTROL: INSTALL DRYWELLS (AND SEPTIC IF NEEDE)) DURING CONSTRUCTION. GUTTERS AND DOWN SPOUTS 3 CU. YD. TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF. ALL DOUNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS (ELECTRIC, WATER, GAS, ETC.) TO BE INSTALLED. 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO RA'Y WITHIN SITE. PITCH GRADE ALONG PERIMETER EXISTING DETACHED GARA4E: (WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROKRTIES AND ROADWAYS. INSTALL CATCH BASINS WITH 1.0% DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHINDISTURBED AREA. MEETS & BOUNDS BY: PECONIC SURVEYORS DATED: NOV. 20, 2013 JAN. 17, 2014 (B.O.H.) (DWELLING, PUBLIC WATER) SITE DATA: SCTM # 1000-110-07-04 DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FIL . PROPERTY: 41,184 SQ. FT. .95 ACRES 0� V r-4 11 u PROPERTY WETLANDS: 1,218 SQ. FT. BUILDABLE PROPERTY: 39,9" SQ. FT. ESTIMATED AREA OF GROUND DISTURBANCE: 20,000 SQ. FT. EXISTING HOUSE (TO REMOVE): 1".7 SQ. FT. 100 CU. YD 25 CU. YD. EXISTING PORCH/DECK (TO REMOVE): 438.1 SQ. FT. 5 CU. YD. 5 CU. YD. EXISTING PATIO (TO REMOVE): 422.0 SQ. FT. 2 CU. YD. 3 CU. YD. EXISTING DETACHED GARA4E: 393.7 SQ. FT. 1.0% EXISTING BULKHEAD DECK: 414.6 SQ. FT. 1.0% PROPOSED NEW HOUSE: 2421.7 SQ. FT. 5.4% 350 CU. YD. 100 CU. YD. PROPOSED SCREENED PORCH: 614.2 SQ. FT. 1.5% 10 CU. YD. 5 CU. YD. PROPOSED NORTH PORCH: 162.3 SQ. FT. 0.4% 35 CU. YD. 10 CU. YD. PROPOSED RAISED PATIO, PERGOLA: 1937.4 SQ. FT. 4.9% 150 CU. YD. 50 CU. YD. PROPOSED NEW POOL. 1,034.0 SQ. FT. 2.6% 250 CU. YD. 50 CU. YD. PROPOSED CABANA 168.8 SQ. FT. 0.4% 50 CU. YD. 10 CU. YD. SEPTIC SYSTEM TO REMOVE 50 CU. YD. 75 CU. YD. PROPOSED SEPTIC SYSTEM: 75 CU. YD. 50 CU. YD PROPOSED DRYWELLS: 75 CU. YD. 30 CU. YD. TOTAL: 6846.7 SQ. FT. 17.2% 1152 CU. YD. 413 CU. YD. H �a DRAWN: MH / MS SCALE: 1" = 20' JOE #: August 13, 2014 S-1 O C Biu �u M�M 41 G a A 0 0� V r-4 11 u o III a �a DRAWN: MH / MS SCALE: 1" = 20' JOE #: August 13, 2014 S-1