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HomeMy WebLinkAboutTR-8717 John M.Bredemeyer III, President QF SOU ' Town Hall Annex Michael J.Domino,Vice-President � OlQ 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q ® O Telephone(631) 765-1892 Charles J.Sanders O OOUiVTY, Fax(631) 765-6641�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1294C Date:December 2, 2016 THIS CERTIFIES that the demolition of existing dwelling and construct new one-stogy dwelling with a 1,940 sg ft footprint that includes a 52 sq ft front covered porch,a 170 sq ft rear covered screened-in porch and an access area to basement,• for basement access area install two retaining walls out of natural boulders and to install a set of stone steps leading through the west wall; existing barn framing to be'Maired as needed; install a 2,029 sq ft gravel driveway for the existing 3'.3'x47.3' brick walkway to dock;reconstruct existing dilapidated dock b�repairing existing 4 1'x11' fixed dock supported by(4) 8"diameter piles underneath the framed platform and surrounded by(6)"6"diameter piles that extend-higher than the platform by some 36"-48"• construct a 4 1'x10' seaward extension to fixed dock supported by(4) 8"diameter piles underneath the framed platform and surrounded)by(64 6" diameter piles that extend higher than the platform by some 36"-48"• construct dock 4' above" 'arm _ use open grate material to allow light to penetrate; and install an 8'x10' fixed platform anchored by 6" diameter piles,allowingfor or kUak/canoe access but not intended for motorized boat mooring; with the condition to install gutters to leaders to drywells to contain roof runoff, At 1600 North Oakwood Drive, Laurel Suffolk County Tax Map#1000-127-6-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 23,2015,pursuant to which Trustees Wetland Permit#8717 Dated December 16,2015,was issued and Amended on October 19,2016 and Amended again on November 16,2016 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling and construct new one-storX dwelling with a 1,940 sq ft foo1print that includes a 52 sq ft front covered porch,a 170 sq ft rear covered screened-in porch,and an access area to basement; for basement access area install two retaining walls out of natural boulders,and to install a set of stone steps leadingthrough hrough the west wall,• existing barn framing to be repaired as needed; install a 2,029 sq ft gravel driveway for the existing 3.3'x47.3' brick walkwa to dock; reconstruct existing dilapidated dock by repairingLqpairing existing 4.1'x11' fixed dock supported by(4) 8"diameter piles underneath the framed platform and surrounded by(6) 6"diameter piles that extend higher than the platform by some 36"48"• construct a 4 1'x10' seaward extension to fixed dock supported by(4) 8"diameter pile's underneath the framed platform and surrounded by(6) 6" diameter piles that extend higher than the platform by some 36"-48"• construct dock 4' above grade or use open grate material to allow light to penetrate; and install an 8'x10' fixed platform anchored by 6" diameter piles allowingfor or kayak/canoe access but not intended for motorized boat mooring; with the condition to install gutters to leaders to dWyells to contain roof runoff. The certificate is issued to JACOB&JILL KUBETZ owners of the aforesaid property. Authorized Signature To: Southold Town Trustees October 12, 2016 From: Jacob Kubetz Re: Permit#8717, SCTM 1000-127-6-10 1600 North Oakwood Road Laurel We are seeking an amendment to permit#8717. In addition to our previously submitted amendment proposal, substituting natural boulders for man made concrete blocks in the retaining walls, we are now requesting that the patio and walkway be removed. Currently the permit contemplates construction of"a 328 sq ft. paved patio adjacent to screened-in porch; install a 2.10'x 38.7 paved walkway from the rear patio to the existing 20.3 x 30.4' barn." This amendment request seeks to remove the 328 square foot patio and the walkway as detailed in the attached plans. Please contact me with any questions, Thank you, i Jacob T. Kubetz i p EGE � � ID OCT 13 2016 f i Southold Town j Boa of Trustees - 1 John M.Bredemeyer III,President ®f SOUTy® Town Hall Annex Michael J. Domino,Vice-President �® �® 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Telephone(631) 765-1892 Charles J.Sanders,Trustee Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD APPLICATION FOR AN AMENDMENT TO A WETLAND PERMIT DATE OWNERTAW ?rTLf- VubL-_�'e PHONE G31 *(-` 63 q l- MAILING ADDRESS L600 A1040% O ku'v oo l, L-Av ta-L, A/t-1 1l q AGENT PHONE ADDRESS (G00 A)- 0AIL /uL2,0 , L40✓1h20 IV4 1 1047T PROPERTY LOCATION `b b� N TAX MAP NO. 000 - (Z�F- 6-►O I/We request an Amendment to Permit �- to By: Si ne � °�•�� r g Y• SEP 19 2016 Southold Town BparA of Trustees �� � ��_. ��� �� �� Szl � � -_ .� l �fl� c� �� � � � � �I rn.�j _ � � � �^ , . � � � � . , � , ,; , - � . a'' � .� '�', • B U�I�L�I.U) /J w)v `ls�'l t�9 lV` J..l6wa.j n0E—thV 19 2016 old Town wog �•S f„&+- .4 Iv,4.-.,-1 i"C., o� M(1r ,vi,�IL SjIL�. wL cvt - .,,�- bU�ta�� A.'4- A- be K� G4v X'L OL S Y►{1 45, W L ars. SJ S{,f tL S)-1 S L �wJ t John M. Bredemeyer III,President ��.QF SU(/jiyo Town Hall Annex Michael J.Domino,Vice-President ,`O l0 54375 Route 25 P.O.Box 11 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G ® O Telephone(631) 765-1892 Charles J.Sanders a Fax(631) 765-6641 < coulVT`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 19, 2016 Jacob & Jill Kubetz 1600 North Oakwood Drive Laurel, NY 11948 RE: 1600 NORTH OAKWOOD DRIVE, LAUREL SCTM#: 1000-127-6-10 Dear Mr. and Mrs. Kubetz: The following action was taken by the Southold Town Board of Trustees at theirRegular Meeting held on Wednesday, October 19, 2016: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8717 to construct the two basement access landscape retaining walls out of natural boulders in lieu of man-made blocks; and to install a set of stone steps leading through the west wall;and,as depicted on the site plan prepared by Stromski Architecture, P.C., last dated September 19, 2016, and stamped approved on October 19, 2016. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, IV John M. Bredemeyer III a" President, Board of Trustees JMB/dd f i John M.Bredemeyer III,President \\rjf SUUTy� Town Hall Annex ,`4 l0 Michael J.Domino,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G ® O Telephone(631) 765-1892 Charles J. Sanders �cOUNT`( Fax(631) 765-6641 � ,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: 11 f Sol t6 Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed f " Project complete, compliance,y inspection. INSPECTED BY: G, 0,)JgM J COMMENTS: RAI 4C0"rA'1-%21 4e No o,4140 evc � alkwa CERTIFICATE OF COMPLIANCE: John M.Bredemeyer III,President �� soUjjyO Town Hall Annex Michael J.Domino,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski • Q Telephone(631) 765-1892 Charles J.SandersO Fax(631) 765-6641 COU T1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 16, 2016 Jacob & Jill Kubetz 1600 North Oakwood Drive Laurel, NY 11948 RE: 1600 NORTH OAKWOOD DRIVE, LAUREL SCTM#: 1000-127-6-10 Dear Mr. and Mrs. Kubetz: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 16, 2016: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8717 to no longer construct the proposed 328sq.ft. paved patio adjacent to the screened-in porch, or the proposed 2.10'x38.7' paved walkway from the rear patio to the barn; and as depicted on the site plan prepared by Stromski Architecture, P.C., last dated October 12, 2016, and stamped approved on November 16, 2016. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, John M. Bredemeyer III President, Board of Trustees JMB/dd John M. Bredemeyer III, Presii'��� Town Hall Annex Michael J. Domino, Vice-President h�d� ., °y,� 54375 Route 25 Glenn Goldsmith o `2' P.O. Box 1179 A. Nicholas Krupski o Southold, NY 11971 Charles J. Sanders y,, �o�v Telephone (631) 765'-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: �� h 1 a Completed in field by: JACOB & JILL KUBETZ requests an Administrative Amendment to Wetland Permit#8717 to no longer construct the proposed 328sq.ft. paved patio adjacent to the screened-in porch, or the proposed 2.10'x38.7' paved walkway from the rear patio to the barn. Located: 1600 North Oakwood Road, Laurel. SCTM# 1000-127-6-10 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 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: 7V Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders Other r Page 1 of 2 John M. Bredemeyer III, Presi , �pg�FFO(k�o Town Hall Annex Michael J. Domino, Vice-President 54375 Route 25 Glenn Goldsmith o P.O. Box 1179 A Nicholas Krupski o ® Southold, NY 119,71 Charles J. Sandersy�jol dao v Telephone (631) 765-1892 u7lrr�ra Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: JACOB & JILL KUBETZ requests an Administrative Amendment to Wetland Permit#8717 to no longer construct the proposed 328sq.ft. paved patio adjacent to the screened-in porch, or the proposed 2:10'x38.7' paved walkway from the rear patio to the barn. Located: 1600 North Oakwood Road, Laurel. SCTM# 1000-127-6-10 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 John M Bredemeyer III, Presid SUFFO(4, e; Town Hall Annex Michael J. Domino, Vice-Presiaen1l YO q, ), 54375 Route 25 Glenn Goldsmith h P.O. Box 1179 A. Nicholas Krupski o ® 'y Southold, NY 11971 Charles J. Sanders y,�01 p Telephone (631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: I pl i6/ 16 5 ;*�� Completed in field by: G', o9a JACOB & JILL KUBETZ requests an Administrative Amendment to Wetland Permit#8717 to construct the two basement access landscape retaining walls out of natural boulders in lieu of man- made blocks; and to install a set of stone steps leading through the west wall. Located: 1600, North Oakwood Drive, Laurel., SCTM# 1000-127-6-10 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�+O ��1q�1�� �C1�/ 1�O t�MG117o•` 1 M QQG- '�ec� Glaser �o nom-,; v� �Sal IG•�,onal C�ko,y 1® ate.e-a�j . Present were: J. Bredemeyer M. Domino ✓ G. Goldsmith N. Krupski C. Sanders Other Page 1 of 2 t , John M. Bredemeyer III, Presid F04 1 Town Hall Annex Michael J. Domino, Vice-Presiaenio� �Gy� 54375 Route 25 Glenn Goldsmith y P.O. Box 1179 A. Nicholas Krupski .o Southold, NY 11971 Charles J. Sanders y1j�1 �aoti` Telephone (631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: , Completed in Work Session by'- JACOB & JILL KUBETZ requests an Administrative Amendment to Wetland Permit#8717 to construct the two basement access landscape retaining walls out of natural boulders in lieu of man- made blocks; and to install a set of stone steps leading through the west wall. Located: 1600 North Oakwood Drive, Laurel. SCTM# 1000-127-6-10 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide,damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands.in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the,aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 _y woo APPROVED BY _ � ._I. i i BOARD OF T RUSTEES architecture, p.c. TOWN OF SOUTHQ ------ -- S; �,� P.O.BOX I254 JAMESPORT,NY 11947 DATE oC.T� Q �Q \�� \( PHONE(63I)779-2832 FAX(63I)779-2833 ELEVATION HIGH WATER MARK 06/23/2015 = 1.2' < <� ELEVATION LOWER LOW WATER MARK 06/23/2015 = -1.4' SEP 1 9 WATER TBEING AT (0.0")' CHES ARE REFERENCED TO �- I 201 i PROPERTY INFORMATION PERCENTAGE OF LOT COVERAGE OVER NON-WETLANDS AREA: j- LOT AREA: 35,821 SQUARE FEET PATIO - 325 S.F. outhold Tom S.C,T.M#: 1000-127-06-10 BRICK WALKWAY - 116 S.F. �'yardlt It9�" ZONING: RESIDENCE RA-8o BARN - 609 S.F. -�•4 CREEK BOTTOM IS 2' TO 3' (14") LOCATION: NORTH OAKWOOD DRIVE, BUILDING FOOTPRINT - 1,940 S.F. \ -1.4xOF MUCK LAUREL NY DRIVEWAY - WA -z.z 2,993 S.F. / 34,200 S.F. X 100X= 8.75X IMPERVIOUS SURFACE AREA: _ \ 3. \-o.IxZ Op s -1.4 (10 BRICK 4'-5' WIDE APPROX. BRICK WALKWAY- 116 S.F. N�0 LLISD ISONA'rERJ g� 61 sf�aZ, w, ` `SQo X-,.9 X ") BARN - 609 S.F. U� AS ALI'1$LIC a , c\P c ,� A Q9,`\�`°°o (6") syo BUILDING FOOTPRINT - 1,718 S.F. 1� MP' P 8 cE ` �` `\, DRIVEWAY - WA D TSG -WITS �N. \\ \ �. \�t-�.� �6 \ � - .4 2,993 S.F. /35,821 S.F. X 100X= 8.35% At�ELLIr1 5� '� o `, \\ `\t::\ `, v0.'JAL \'\ ' ) S� DOCK PIA�ORM `� -GRADE TOP OF WALL - - - - - - - - -__ NUMBER OF PROPOSED BEDROOMS: 4 (Dif L� 'r' `\\ 9.T\ �\\ `\ 'F W SX:o') II SANITARY SYSTEM DESIGNED FOR UP TO FOUR BEDROOMS \ ',� ••'• \ ` o• -�• � _ �\ � -14 =III- \ N 1_0 IIIII 41 13.E 3G No X\\ `\`\ ,• ` ` ``T�p00, S�Oo � EXISTING BARN `\ `\\ \ \\� '\ � `\ \\ ` \\ \ \` ar 9 5 , ;. _ �I I Proposed New Construction , A ` \ \ \ \ \ \ \`\'•; \\ \\ `` RANDOM BOULDER -III-I i for: I o �.t 9 \ `\ ` \ \ ` `\'; \ \��0 11�' ROCK RETAINING WALL IIIII IIIII �" � � I ,•�: G. R \, \\ � \, \\ \ ; � \\\\��:X X-o. � _=III=III= NO WELLS WITHIN 150' '' 15.3 I i % \I \% \\ \\ �` x\\ \` ';,` `\\\ �, - III=I�=_I Mr. and Mrs. RADIUS OF ':r x I �' 14.3 i I cANc. 1 11 44 ` \1 i a.2 \\ `\\ ' \� -1.4 ^ _ • NORTHWEST CORNER �, ��N. / Z 12. W WALL W :�x \\ \c,� , 1\ \ , -.4tea \\ E cE \\ ��\mac , � , I I-I i E ,r o• , OUTLINE OF EXISTING\ t2. �� it \\ \ o \ •\ o\ y \ �, TEST BORING I I II►II Kub etZ 6g°�$ " a, X is.e HOUSEiTO BE �� � RAINWAT C�G. \I � `\\ \ ';' ��,\ 3G N�( \ X 14.4 i 8' DIAMETER I,"WG DEMOLI`�HED, \5� \\� i� BA51 � \ \\\ \\LX\\\ ` \ os \\ \\ •:,co`.; \\ Yr • \ ► \ fib : SEPTIC TANK �a I I OBE \ \\ \` \\ `• `\ 4.s \\ \\ ';\\ys , V j EXIST GRADE= 13.4 COARSE GRAVEL BASE I I- • ' \ I\ top0\aFA \\ \ \ lrc� \ -1.4 III a X 15.2 \ \ `\' \\ `\ \\ •�\\N v =_I ' • \ . c `\\ \\ ►� \ \ \ \ \ \ \I \ �� oo \\ ^ I III- C 0 ►° •\ No OQS . ��� 8' MtN� i'� �4 101 M1N '' \\ i \`� \ �`\ \ .\ \\ •�`\ \\ \ • \N •�� `` 1 BROWN SILTY SAND I-I RADE PATIO _ _-III= • ►` MSN•02 8 DIAMETER I \ . --_--_=��• - •: LEACHING\`POOL v titi ` \ ` \ \ • \o 0 I I- -III-I kp '• 127 ' r ` /G�Pow +++ 12.9 toy Ilk ccy ,� I600 North Oakwood Drive '•" J v \ \ 1 �> `\ � + + + + +I + + + ^ \ 10.6 •• N N'u1 ANSI O�J POOL i9 6 �iy\ , PAQJ:LZ ,+ :y O\�p 1 "\ < \\ \` ' \ `� '��. N ,/ y + + + + N \;, <` \ Laurel, New York i\ \I al U +,+ i� " r + PAI.16 ' \� \ \\;. `\ \ �� X- PALE BROWN FINE SAND 11.3 + + , I X Z -1.1 A X I o wP + + + + + + + + + I 11 1 0 7`x S.C.T.M.#I000-I27-06-I0 + +'+ / i \: \ o Scale: 1/2 = 1'-0' + + + � ,, I �, \; \ti r 5 RETAINING WALL SECTION tl 1 + + + + + + + I S_1 REVISIONS •• • \\\ ��� • 1,0T 13.9 +++++++++X + +++ i PA710.ZQ --� \`��,� % ,� , ; i i 4 \\ `\\• \\ `� :` 13.1 X + + + + + +_ + +/+ + + I �• _______________'%1 10.3 , X9.4 I0-2-I5 REVISED AS PER �' O NYSDEC COMMENTS .' •' : aS�N NO PRIVATE WELLS + + + + + + + + + +, , I ` + + + + + + + + +, + + IO-7-IS ADDITIONAL + + + + + < + _ BELOW GRADE // 1 I \ \ �� � 2 { ® ► `r i WITH14 150' RADIUS + + + + ��' + +/+ + + + ---__---_ BRICK PATIO T6 B ' , ` 1 1 \ ` O DRAINAGE INFO ADDED + + + + + ,. .!, + + + � + + + 06 SANITARY + + ;.t �' + + + + + / + + + + + WALKWAY �E1�/EH i \ ° `\ s\ \ � -?4 12'-4' � 11-I6-I5 HOUSE MOVED � • , Qti �\EA9 - ' + +BIASIN kii�ll+GRAXE+ + /+ •�•A % l O TOWARD SSTREET UED TO HEALTH G , + + + �� + + + + + + 4 + + + d + N oe� \ \ \ v+ �$ ' r ,, •• , , ' 0�, ••' + + + + + + + + + + ,/ + + + + +�, 7'1X' ` \ \ :• \ ` ` + + + + + + + + + + + + + + + /+ + + + + + + + + \ \ \ 1 ► �`\ + + t , +++++,+++ + + + + + + •i'- \ �` \ \\ WATER IN PALE BROWN FINE SAND + + + + + + + ++_I14+++++++++++++++++ - �` \ O II,I O I 6 REVISIONS AS PER • - �"� + +,- +/+ e•� \ �`\ • .t \ �c� OHEALTHDEPT. R ��� SEPTIC TANK TYPICAL LEACNINGT POOL ;• x + + r+ + + +++ U NO SCALE O TOWN OF SOUTHOLD \ t ` cP I-26-I6 REVISIONS AS PER �., • +++++'+ +++++ CHANCE �'i' PROPOSED \ �� \O \ /+ + + `\ / ��" BOULDER \ \ '�`�2 ' NO SCALE t; ' i • ++/4 + \\ TES HOLE i '� RETAINING x \ \ ��, ?\ S JO �+` �- + 2-26-I6 ISSUED TO BUILDING O \ \ Z�1 ' ALL PRECAST CONCRETE TO MEET THE O ti•,• o' •+/ 14 \ LOCATION ; / / WALL APPROX. \ ALL PRECAST CONCRETE TO MEET THE DEPARTMENT 42' IN LENGTH `, \ \ WATER ENCOUNTERED AT 12'-4' (ELEV. 1.0') BELOW SURFACE FOLLOWING SPECIFICATIONS: FOLLOWING SPECIFICATIONS: : O 5-I8-I6 FOUNDATION • ► . ' ' / ,__----_ 1 ` BORING BY: McDONALD GE05CIENCE S .•'� \� ' �% x �� TAKEN ON: AUGUST 10 2015 @ 12:15 PMR ' CONCRETE: CHANGED TO 9'HIGH \ 5-3I-I6 CAN ADDED i i :► i 1 / , LDER t2ETAINING STRENGTH = 4000psi. @ 28 DAYS STRENGTH i. @ 28 DAYS O to v I l / APPROX. 42 CEMENT ASTM C -150 = 4000ps TO BEDROOMS. /\ ` / I IN LENGTH WITH 1 9-I9-I6 BOULDER RETAINING 3 ► `\ I .t I ' 1 STONE STEPS CEMENT = ASTM C -150 WALLS ADDED t xl / , ��`. AGGREGATES = ASTM C-33 AGGREGATES = ASTM C-33 I 0 ► ,° .'` I i % I X s. _-- WATER = PURE, POTABLE WATER = PURE, POTABLE O ••� , + I i i I Q 9 / : SURVEY INFORMATION TAKEN FROM SURVEY j O • y ' 1 I / • REINFORCING STEEL: LQ , / P , DONE BY: NATHAN TAFT CORWIN III LAND SURVEYOR REINFORCING STEEL= O X 7.8 DATED: JUNE 23 2015 'i \ ' f i % NEIGHBORING WATER SUPPLY INFORMATION VERIFIED WITH REBARS: ASTM A-615, GRADE 40 KEBABS: A5TM A-615, GRADE 40 - SUFFOLK COUNTY WATER DEPARTMENT BY SURVEYOR WELDED WIRE FABRIC: ASTM A-185 WELDED WIRE FABRIC: ASTM A-185 O + x'----------------- = CAST IRON .•v 1 I I I f ��. . , 1 I 1 \ • COVER TO GRADE :• ", I i ` • 9 USE 4' DIAMETER APPROVED �'------------ Q$ HIGH PROPOSED Z SEWER PIPE THOUGNOUT AT a \ �\ 10.2 I\ cE T GRADE = 15.0 GRADE = 15.4' N LOWEST PROPOSED O �• : X ,_ � ' - LO o CAST CONIC., PRECAST CONC. RADE = 13.75' a Of (TYPICAL) (TYPICAL) O i � A • , \ D w I.E.= ' : • o I N/Sx PUBLIC CAST 14'-0' �a IA1 x IRON V.I.F. LE•= = - ®®® •D tr HOUSE 13'-0' = • ,, p \ \ o°� rjCs TRAP 12.0' w 8 2 • r ' •, \� '�`� \ \ �.i'6go pv ` STORMWATER RETENTION CALCULATION: /.Dy�ELL1 _ - = 12.6' ®® � • \ \� BASED ON 2' RAINFALL CONTAINMENT \ 0 12.0' ®® ' CROSSOVER PIP 1 SEAL • • . \0 o o \ 5 USE 4 DIAMETER ®® 3'-0' MIN. \d i IMPERVIOUS SURFACE - 2,993 S.F. APPROVED SEWER ®® 7, ?c^ �'0 2,98 S.F. X .166 FEET - 496 CUBIC FEET PIPE THOUGHOUT AT ? j I/4' PER FOOT 1500 GALLON SEPTIC TANK ® n BRED A CONTAINMENT REQUIRED: MINIMUM SLOPE AT (ROUND TANK) o ® J oRtv�ygy �. 4% G.F./ 42 C.F.(PER LINEAR FEET OF B' DIA. RING) = 12 FEET OF COMBINED DEPTH INLET. CONNECT TO R ' 01 CONTAINMENT PROVIDED: IXIOUn CST IRON w A II 1 ��I \ O ps (3) 8 DIA X 5 FEET DEEP STORM RINGS HOUSE , Y o z Z o z w rn I!rQ�o V-2' Q OF N[-`�'� 4Q �� 8'-0' DIA. 8'-0' DIA, 1_ . :_ - Y 8 D MI 8 0 DIA. > ��� ;,� \G O _j 7 BACKFILL MATERIAL 1 WATER TABLE 1 Copyright 20I5.STROMSKI architecture,p.c.All rights a�q�• N �D pE�/'' TO BE CLEAN SAND REMOVE INADEQUATE SOILS GRADE = 1.0 reserved.The Architect reserves the right to reproduce this (� Fti� 0 O BACKFILL MATERIAL AND REPLACE WITH CLEAN design in its entirety or any portion thereof.Unauthorized TO BE CLEAN SAND SAND AS REQUIRED. alteration of these documents is a violation of the New York Q State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. O These drawings and specifications are not to be used on any 10- other project,except by written permission of the Architect. 1 PROPOSED SITE Scale: l'=20'-0' S-I SEPTIC SYSTEM SECTION PROJECT NO. I5-AROOS Scale: I/4" = I'-0' s SCALE AS SHOWN DATE 3/24/IS NEW AND OLD DOCK BOUNDARY DRAWN BY TLD/RS CHECKED BY RS 301-6' TITLE PROPOSED GRADE I.E.= 12.9' PROPOSED GRADE I.E.= 13.6' PROPOSED GRADE I.E.= I 10'-0' 10'-0' 10'-0' EDGE OF BRUSH \PARY TE BLOCK EW PILLAR WITH BRICK I Proposed NEW ADDITION TOP OF DOCK NEW ADDITION WOOD 0 0 o ( ') ( ' ') Site Plan 8, Ii, �, I WOOD DOCK 10 DOCK 10x8 I RAIN WATER CATCH BASIN - A RAIN WATER CATCH BASIN - B RAIN WATER CATCH BASIN - C I I I EXISTING WOOD I NEW PILLAR \j II I I I\ I I ( DOCK (10) I o 8'-0' 8'-0' 8'-0' � LL: 0 0 - EDGE OF WETLANDS - - - - - - - - - - SHEET WATER IN PALE BROWN FINE SAND = I.0 WATER IN PALE BROWN FINE SAND = I.0 WATER IN PALE BROWN FINE SAND = I.0 A ION: - - it MEAN HIGH WATER 1 I 3 PROPOSED FIXED AND FLOATING DOCK SECTION Scaie: i/4' = I'-o' � S - 1 4 CATCH BASIN SECTION Scale: 1/4' = 1'-0' S_1 - - MEAN OR-WATT ER - - - S-I ------------ *00o tooK It, . T � KI r I, j architecture, p.c. I , OCT 13 2016 P.O.BOX I254 JAMESPORT,NY II947 ELEVATION HIGH WATER MARK 06/23/2015 - 1.21 50!1t;f lC T typ '" PHONE(63I),779-2832 FAX(63I)779-2833 ELEVATION LOWER LOW WATER MARK 06/23/2015 -1.4' �� ! WATER DEPTHS SHOWN IN CHES ARE REFERENCED TO LOW WATER BEING AT (0.0� PROPERTY INFORMATION PERCENTAGE OF LOT COVERAGE OVER NON-WETLANDS AREA= LOT AREA, 35,821 SQUARE FEET PATIO - 325 S.F. S.C.T.M#: 1000-127-06-10 BRICK WALKWAY - 116 S.F. i` -2s N5 ZONING= RESIDENCE RA-80 BARN - 609 S.F. a CREEK BOTTOM IS 2' TO 3' 04- 1 LOCATION= NORTH OAKWOOD DRIVE, BUILDING FOOTPRINT - 1,W S.F. \� 1 4x OF MUCK x D LAUREL, NY DRIVEWAY - N/A APPROVED DY 2,993 S.F. /34,200 s.F. x Ioox= 8.75% �,,,, ( -'�A (� BOARD OF 1 RUSTEES IMPERVIOUS SURFACE AREA: R� 1 3` ♦ -0,ix- x_Z,2 �, TOWN OF SOUTHOLD PATIO - 328 S.F. Ngo/LISoNsoN wATE r0 sQ�\e ?`s G s0, x(s (10 4'-5' WIDE APPROX. BARN - 6Oq s WAY - 116 S.F. , AU A A PU$LIC 1g �` 09, `\00) BUILDING FOOTPRINT - 1,718 S.F. LATYI01`� IT 8 c \ \. y�♦ ? - O6\ 4t, _ DRIVEWAY - N/A ND G K 1 '0 9\` �N\ �` \�� t\ `•\ `�••\ ♦♦♦♦ �� ,�\\ Rut �yF ATE 2,993 S.F. / 35,821 S.F. X loox 8.35% AELI,IN OTOCRADE TOP OF WALL _ /� `• ` \ 0� `\ ` •,f1IIt `•��` POCK PUBO _ NUMBER of PROPOSED BEDROOMS, 4 , r'\ `, .o 7`\ `,\d° `\ ,„ `,�'.,,` ♦: ``, - �a'x 13.4 I I I I 1- 1 I I-1 I_I=1' '- SANITARY SYSTEM DESIGNED FOR UP TO FOUR BEDROOMS `�♦ `\ ��s\ \� � `` \� `\�'., `•, ♦ \ 1 q \ -1.4 ♦� 30 4 N N� \\ \ \\ ` \`\` \`♦ \`\`•• \` ` \TOA EMSTING BARN W \ ` ` ♦ ♦ \tr^ \ \ \ \ � \\'•�• \\ \�' RANDOM` �� =III III Proposed New Construction s, o= \ \': \\ \ ROCK RETAINING WALL I I=1 1= for: 1 G. A NO WELLS WITHIN 150' 15.X 1 ..1 14.3I... , ` \I \\ `\ \ t az\\ \\\'��.� \`\t�• -�.4 \�.��\\ I-I�I=�I RADIUS OF 11 X :• , �, -Iil=1 i 1=1 Mr. and Mrs. NORTHWEST CORNER u, F��N. j 6'. ; ' C ' , TEST BORING 11=III= T Kubetz OUTI.INL` OF IXISTING`\ �\ i� \` \ ' \ o •�$ 2� '�' ' HOUSE'TO BE `.% \ 4 ��\� � 'RAINWAT `d' 1 \\ . � `\ �` ` t 't�y� � �o� I III=�I 6g x� 1 Y. 15.8 I WI / ' �..� ,/ G0 ' \`' ` \ '. N � 144 i x 8' DIAMETER I DEMOLISHED -:`_ ♦ /ioX• Z l x\\ X \ �0G \\ tt ';\°o t M`x -III_ ' • 'v \• •' P W\R� \ x \ t � �5\�\ \ ` t \ \\ V ' _ '. 3 \ 1 SEPTIC TANK \ ,ate t, c ` \ \ y \ X� = COARSE GRAVEL BASE Iunaw \ \ \ t a MST GRADE 13.4 ar .• ' \ • \ \ \ \ \ t\ t0 BEOONm �� \ \ \ \ `\ '\ \\ �`\ -t.4 \ \ \ \ ;\' \ „ \ \ \x t s.2 \\ `\ ` `\ \o \ 111= \ • I n- • ' \ \ \a t \ BROWN SILTY SAND .4 10 MIN:'' \ , '•. \ ` \ \ \ �. \ ;� \a \ �� ., • �o o• 8 DIAMETER t \ ----- , - \ \ \ ` \ �` \ : �� \ 2'-0' LEACHING`POOL .� ; v �'tiy ♦:�� \ \ I `\ , \ \ \-� \ 4.Ix x- A 10 '• '. �`,� x e /•��• '�:� \ ,. �:\ `\ `; `\ J, �.o t N rn ♦ 12.7 \ \ !� 1� \ X l \.\\ \ \ \ 1.4 d' c \ 12� • 2 , \\ ' t I \. \\ /�0 0 B.CK PATIO \\ \ \\ \\ O\�'L '•'" J � \.1 ` \ �> � `♦\ �,i f+WIIUVLYF - - �,^\ i � ([�\yi�'W t, \\\ \\ •��9tn \\ ` : \t \\ \ N Q,v ANSICN POOL , . 'le•6 �'1! \` %� �,=- 1600 North Oakwood Drive \ + N 1 \ \ \\ \ \ 9 •'• V,3 �.•\ \\ a/ ZNE + ,��+++ ++ ,% � - � PATKS i x�l � � � \\ '� \\ \\: `\ �Gti \\ f x�� PALE BROWN FINE SAND Laurel, New York tt. 1 V __ �\ \� \` o I 1 Po�EO/ { �\ \ \\ \ `�° \\ S.C.T.M.#I000-127-06-I0 ,• 11•\ j• 1iR� 50 + + + + " - + + + \ ,/ ,/ I I , ,, \\ \\\\' \,,. \� \\ `\\ s REt'AINING.WALL SECTION Scale= 1/2' = 1'-0' A /f + + + + + + + I \ / / I r I 1 \ \ \ ..P !L \\ OT + + + + + .+\ + PAnDZo -_�\ / - s-1 REVISIONS 1, 1 x 7 ,9 +++++++++++\�+ ++++++ 1 - ''`� 10.3 i x ' •/�M /x + + + + + + + + R 1 I0-2-I5 REVISED AS PER \`\`�` •„��Nol NO PR1/ATE WELLS + +, ��� it ��' %� I � I \� \\ ` \ `\ \ �E O NYSDEC COMMENTS •• + + + + + +,.� •+•+BELOW GRADE , 1 I \. \ ` \ � \ • + •r + / . BRICK PATIO T6 B •. I r i \ ` \ ` .,► ' \ / WI11�MI 150' RADIUS -; +/+ BASEMENT 9F-SANITARY ++++^+t .'-• + +++ +++/'`+++++++ + WALKWAY ------_RF 1/ED' / I 1 \\ \•. `\ 9\� \\ 6� \` -i 4 , -7-I ADDITIONAL ',v '�•. \ ++ + + + + + + + +/++++++ + �/: / , \\ �.\ \ \ � \\ � 12-4 O DRAINAGE INFO ADDED C�f�`' �{•(N� ��Tc�/•F� ' '' '- \ USE MOVED • ••\ /' $� $`�" ,ii••+RSA=�Fv4=+�J+'1 4 + + + + + X-Lu \ . • ' ' r3 ' / OQ°� ++BIASIN'INITH.GRATE +, + 'Q+ i I ` �\ \ \ \ \ k5\ O II-I -I +++++ �,�//yy�>> ++++c+++++++.► + ' ` \ \\ \ \ `\ \\ _ 3 TOWARD STREET +++++++++++++++++++++++t + + + + + -♦ + W. : \ \ •` `\ '\\ `\ \ QZ 4 I I-23-I ED HEALTH ;v $�\\ ;, ++ + +++++++++++++++++++++++++4a++++++++++++++++ •i• \ \; O DEPT. �Illc WATER IN PALE BROWN FINE SAND •• -•� , �� J\ ; �. + + + + + +1'+ + + + + + + + �.�:- 11 `\\ `�\ v; �``\ \'1. \ \y \ cJ REVISIONS AS PER _I TO I6 „ j + +/ + +\+ + + + + + + + + x c SEPTIC C TANK S I rEA I F-i DEPT: + + + + t + PROPOS U t \ z + + + + + + ` � . .,.•t. .. .• .�_.. .. � . . „ POO •. , . . + + + + +`+ ,y.� A-- PROPOSED '� �- - ., r..-..� - �� � :<n. LEACHING CHA�tGE - \ \ , �o , I-26-I6 REVISIONS L NO SCALE'" • • � + +, + + + + � •� � �BE7ULDER . --_ v .� � L ° 6 AS PER t� + + + + / _ \ \ o ✓ ` i • + ,4 ``\ TESHOLE i I'� RETAINING x \ `\\ p>r �KJ ..._ �d., T-0' _ NO SCALE O IO WN OF SOLJTHOLD • •. \'•' ++ \ _ ' / i x \\\ \ '`•` s Art \ IWA FOLLOWING CA 5T CONCRETE TO MEET THE 2 26-I6 ISSUED TO BUILDING O `' • 14.7 \ LOCATION , + /, W4LL APPROX. \ Z \ " h. • .+' '° (13.4) %, 42' IN LENGTH \ \ \ ( ) i 1 v'► , ;\••.. / � � FOLLOWING SP FICATIONS: THE � - 8 I ALL PRECAST CONCRETE TO MEET DEPARTMENT ` \ TER ENCOUNTERED AT 12'-4' ELEV. L0' BELOW SURFACE NG PECIFICATiONS= ECi 5 I - 6 FOUNDATION . \ BORING BY= McDONALD GEOSCIENCE TAKEN ON= AUGUST 10, 2015 @ 12=15 PM ' C0t`C�E: O C AN ED TO 9'HIGH STRENGTH = 4000psf. @ 28 DAYS STRENGTH ■ 4000psi. @ 28 DAYS 9 CANTILEVER ADDED i • • ` \ ; LDER t�ETAiNING �; �\ OTO BEDROOMS Y I ; AA�'ROX. 42' ; GEMENT = ASTM C -150 t I / AGGREGATES - ASTM C-33 AGGREGATES ASTM G-33 c , /' \ I , I IN LENG`TN WITH CEMENT - ASTM C -150 \ / X I / / i 5TON STEPS ' PURE POTABLE = 10 9-I9-I6 BOULDER RETAINING ;' ---___ WATER , PURE, POTABLE Q WALLS ADDED WATER - `• Q 9 SURVEY INFORMATION TAKEN FROM SURVEY REINFORCING STEEL= 11 , / II��IZ 1L ¢te t1�vC r tfr / Orr Q ' i DONE BY: NATHAN TAFT CORWIN III LAND SURVEYOR REINFORCING STEEL. I O v ► 1 I i I L r i ' x-� DATED= JUNE 23 2015 " ASTM A-615, _ .cPUL*,t , R d 7 NEIGHBORING WATER SUPPLY INFORMATION VERIFIED WITH REBARS: WIRE FABRIC: ASTM A-185 GRADE 40 WELDED WIRE FABRIC= ASTM A-185� 0 ` � � �L 4 S I-� i "�'� -----8 SUFFOLK COUNTY WATER DEPARTMENT BY SURVEYOR ASTM A-615 GRADE 40 • I ��• \`\ { 1 f i' I ' X ----------------'- CAST IRON O 4✓� w•� l �.f� Y 3�-•� P I COYER TO GRADE O •� : \ c' 1 i 1 ' `♦ / 9 USE 4' DIAMETER APPROVED ''� v; i \.• 11 `, �\ i cE OT GRADE - 15.0' HIGH GRADE PROPOSED z SEWER PIPE TIIOUGIIOUT AT LOWEST PROPOSED '�• ''. \ `1`, 1\\` \\\\ 1\\\ Ns of - f 0 L Ii' :I'ER) (TYPICAL)CONC E (TYPICAL)PRECA5TCONC D - 13.75' Q '• *' NI S�IAN ByIC � CAST 14.E.o� o :. . o IAN Pv IRON V.I.F. \\ \\ o \\ \ HOUSE 13'-0' - ®® •�•. �+ t 5.7 \\ \` \ \` \�c� ° TRAP -.�' 12 6' I.E.- 12.0' • r • �� \ �� 9•�8 2 STORMWATER RETENTION CALCULATION: D�'jELL - 12.0 ®® \ \y 6 BASED ON 2' RAINFALL CONTAINMENTUSE 4' DIAMErER • t w 0� ` S IMPERVIOUS SURFACE - 2,993 S.F. APPR01/ED SEWER ®® " CROSSOVER PIP ®® V-0' MIN. l SEAL • q \\i" u+�a 2,993 S.F. X .166 FEET - 4% CUBIC FEET PIPE 7FIOIX,FIOIIT AT Z �, Z �� I/4 PER'.FOOT _ - f , RE D •a \ O.0 2 / 1500 GALLON SEPTIC TANK �_ ®® q ® �Co4p, CONTAINMENT REQUIRED= ROUND TANK .� wIMINIMUM SLOPE AT ( Q L' DR�FMAY �� 496 C.F/42 G,F.(PER LINEAR FEET OF 8 DIA. RING) - 12 FEET OF COMBINED DEPTH INLET. CONNECT TO ® T_ G STRO °• v'"\ N N CONTAINMENT PROVIDED= IXISTING CAST IRON ® l4 �• �O ° \ 0.01 (3) 8' DIA X 5 FEET DEEP STORM RINGS OUTLET HOUSE FROM T "1_ ° ,r. w q w z 02J16q C7 I ' OF NE`N 8-0 DIA. W-0' DIA. 1_ ' - BI-01 MI . 8 0 DIA. > �,O BACKFILL MATERIAL WATER TABLE GRADE - Copyright 20I5.STROMSKI architecture, g �/ Pti " ) TO BE CLEAN SAND reserved.The Architect reserves the right to reproduce this oP^4'' 0 O REMOVE INADEQUATE SOILS I•W eo ht p.c.All rights O BACKFILL MATERIAL AND REPLACE WITH CLEAN aitation is these documents r a violation of the New York designentirety y portion thereof.Unauthorized TO BE CLEAN SAND SAND AS REQUIRED. State Education Law.These drawings and specifications are O I an instrument of service and are the property of the Architect. PROPOSED 51TE Seale: 1'-20'-0' These drawings and specifications aremi not to t used hi any other project,except by written permission of the Architect. 2 5EPTIC 5YSTEM 5ECTION Seale: 1/4' = 1'-0' s_1 PROJECT NO. I5-AR005 SCALE AS SHOWN DATE 3/24/I5 NEW AND OLD DOCK BOUNDARY DRAWN BY TLD/RS CHECKED BY RS I 30'-6' PROPOSED GRADE I.E.- 12.1' PROPOSED GRADE I.E.- 13.6' PROPOSED GRADE I.E.- I to'-o' 10'-0' ,_ , ITLE Fd \1 lel- l0 0 EDGE OF BRUSH CONCRETE BLOCK I EW PILLAR WALKWAY WITH BRICK I Proposed 0 PAVERS I NEW ADDITION TOP OF DOCK NEW ADDITION WOOD �o Q WOOD DOCK (101) DOCK (10'x8') Site Plan I � RAIN WATER CATCH BASIN - A RAIN WATER CATCH BASIN - B RAIN WATER CATCH BASIN - C I I I I I EXISTING WOOD Ii Ni DOCK (10') I NEW PILLAR 81-01 8'-0' 81-0' III I I I I I IIII I I I ( 4 � � N I III II ( I ( II II'� III II ( III I ( � I � •� ' u' ' � , ,o I I I ,_ -I I I I I I I I I I I I I E I IETLANDsI -al I I I `9 ._ SHEET WATER IN PALE BROWN FINE SAND - 1.0 --- --- WATER IN PALE BROWN FINE SAND - I.0 WATER IN PALE BROWN FINE SAND - I.0 - N MEAN HIGH WATER -- ----- - -- -- - ---- ------------- ---- C s PROPOSED FIXED AND FLOATING DOCK 5ECTION scale: 1/4' - 1'-0" S - 1 -��, ' 4 CATCH BASIN SECTION scale= I/4' - 1'-0' M OW WAS s-I r' John M. Bredemeyer f1l, President O\1Og�FFQ(,�co Town Ha11,.53095 Again Rd. G 'P.O. Box 1 179 Michael J. Domino, Vice-President _:D y� �.o�a rry 11971 James F. King N z SviiiIt iu, r y o �� Telephone(63 1)765-1892 Charles J.Sanders O Dave Bergen Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO•CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, silt fence 1St day of construction / %constructed V Project complete, compliance inspection s3g IQ— M (r I WIN' . u ARnF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8717 DATE: DECEMBER 16,2015 ISSUED TO: JACOB &JILL KUBETZ PROPERTY ADDRESS: 1600 NORTH OAKWOOD DRIVE,LAUREL �®r' SCTM# 1000-127-:6-10 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in I r, accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 16,2015, and in consideration of application fee in the sum of$250.00 paid by Jacob&Jill Kubetz and subject to the C' authorizes and permits Trustees Terms and Conditions as stated in the Resolution,the Southold Town Board of T stees the following: Wetland Permit to demolish existing dwelling and construct new one-story dwelling with a 1,940 sq.ft. ti footprint that includes a,52 sq.ft.,front covered.porchi,a 170_sq.ft.rear covered screened-in porch,and an to'basement;for,basement,acee§s area install two landscape e block retaining walls,one being h' feet rangiug'in height 80 linear feet ranging in eight from 5A'to 1.4',and the being,43.11 linear from 5.4' to V; install a 328 sq.ft.paved patio adjacent to screened-'ini porch;install a 1.10':68.7paved IA walkway from the rear-patioto existing 20.3.'x30.4'-barn;existing barn framing to be repaired as needed; install a2,029 sq.ft.gravel driveway;for the existing 3.31x47.31 brick iwIkway iddock;ock-, � reconstruct existing dilapidated dock by repairing existing 4.11x11'fixed dock supported by-(4)8" diameter piles underneath the framed platform and surrounded by(6)6"diameter piles that extend rA higher than the platform by,some 36"4811; construct a 4.11x101 seaward extensibn'to fixed dock 6 supported by(4)81'diameter piles underneath the framed,platform and surrounded by(6)6"diameter 5 piles that extend higher than the platform by some 36"48",construct dock 4'above grade or use open grate material to allow light to penetratq and install an 8'xI0'fixed platform anchored by 6",diameter, piles,allowing for,kayak/canoe access but not intended for motorized boat mooring;with the condition to M install gutters to leaders to drywells to contain roof runoff, and,as depicted on the site plan prepared by 'pJi 2 Stromski Architecture,P.C.last revised January 26;2016,and stamped approved on'Januar y 28,2016. P� IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 1 and these presents to be subscribed by a majority of the said Boar"as of this date. f FQJ02 4S Iva a ftI /Ille W 41- It- Vz -y' X -XI -All 10 TERMS AND CONDITIONS The Permittee Jacob&Jill Kubetz residing_at 1600 North Oakwood Drive Laurel,New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. (/�y John M.Bredemeyer III,President �0¢ S® Town Hall Annex�O� OHO Michael J.Domino,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith CA Southold,New York 11971 A.Nicholas Krupski ® �� Telephone (631) 765-1892 Charles J.Sanders OI�Co(I N Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 16, 2015 Robert Stromski Stromski Architecture, P.C. P.O. Box 1254 Jamesport, NY 11947 RE: JACOB & JILL KUBETZ 1600 NORTH OAKWOOD DRIVE, LAUREL SCTM# 1000-127-6-10 Dear Mr. Stromski: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 16, 2015 regarding the above matter: WHEREAS, Stromski Architecture, P.C. on,behalf of JACOB &JILL KUBETZ applied 'to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 23, 2015, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application for the demolition of existing dwelling and construct new one-story dwelling with a 1,940 sq.ft. footprint that includes a 52 sq.ft. front covered porch, a 170 sq.ft. rear covered screened-in porch, and an access area to basement; for basement access area install two landscape block retaining walls, one being 80 linear feet ranging in height from 5.4' to 1.4' and the second being 43.1' linear feet ranging in height from 5.4' to 1'; install a 328 sq.ft. paved patio adjacent to screened-in porch; install a 2.10'x38.7' paved walkway from the rear patio to existing 20.3'x30.4' detached garage; existing detached garage framing to be repaired as needed; install a 2,029 sq.ft. gravel driveway; for the 2 existing 3.3'x47.3' brick walkway to dock; be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, in accordance with Chapter 268, said application to reconstruct existing dilapidated dock by repairing existing 4.1'x11' fixed dock supported by (4) 8" diameter piles underneath the framed platform and surrounded by (6) 6 diameter piles that extend higher than the platform by some 36"-48"; was found to be Exempt from the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the LWRP Coordinator recommended that the proposed portion of the application relative to constructing a 4.1'x10' seaward extension to fixed dock supported by (4) 8" diameter piles underneath the framed platform and surrounded by (6) 6" diameter piles that extend higher than the platform by some 36"-48"; and install an 8'x10' floating platform anchored by 6" diameter piles; be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 9 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements; construct dock 4' above grade or use open grate material to allow light to penetrate; in lieu of floating dock install an 8'x10' fixed platform anchored by 6" diameter piles, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 16, 2015, at which time all interested persons were given an . opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of JACOB & JILL KUBETZ to demolish existing dwelling and construct new one-story dwelling with a 1,940 sq.ft. footprint that includes a 52 sq.ft. front covered porch, a 170 sq.ft. rear covered screened-in porch, and an access area to basement; for basement access area 3 install two landscape block retaining walls, one being 80 linear feet ranging in height from 5.4' to 1.4' and the second being 43.1' linear feet ranging in height from 5.4' to 1'; install a 328 sq.ft. paved patio adjacent to screened-in porch; install a 2.10'x38.7' paved walkway from the rear patio to existing 20.3'x30.4' barn; existing barn framing to be repaired as needed; install a 2,029 sq.ft. gravel driveway; for the existing 3.3'x47.3' brick walkway to dock; reconstruct existing dilapidated dock by repairing existing 4.1'x11' fixed dock supported by (4) 8" diameter piles underneath the framed platform and surrounded by (6) 6" diameter piles that extend higher than the platform by some 36"-48"; construct a 4.1'x10' seaward extension to fixed dock supported by(4) 8" diameter piles underneath the framed platform and surrounded by (6) 6" diameter piles that extend higher than the platform by some 36"-48", construct dock 4' above grade or use'open grate material to allow light to penetrate; and install an 8'x10' fixed platform anchored by 6" diameter piles, allowing for kayak/canoe access but not intended for motorized boat mooring; with the condition to install gutters to leaders to drywells to contain roof runoff; and as depicted on the site plan prepared by Stromski Architecture, P.C. last revised January 26, 2016, and stamped approved on January 28, 2016. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $470.00 Very truly yours, John J. Bredemeyer III President, Board of Trustees JMB/dd -• r John M. Bredemeyer III, President �o��SUFFoj�c �:` Town Hall Annex Michael J. Domino, Vice-President <<� 54375 Route 25 James F. King ti e , P.O. Box 1179 Dave Bergen �y • !� Southold, NY 11971 Charles J. Sanders ?�01 , �a Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: JACOB & JILL KUBETZ c/o ROBERT STROMSKI Please be advised that your application dated October 23, 2015 has been reviewed by this Board'at the regular meeting of December 16. 2015 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1 st Day of Construction ($50.00) Y2 Constructed ($50.00) x Final Inspection Fee ($50.00) X Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town'of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: 15'x4' catwalk = 60 sq. ft. x $3.00 = 180.00 8' x 10' fixed platform = 80 sq. ft. x $3.00 = 240.00 Final Inspection fee = 50.00 TOTAL FEES DUE: $ 470.00 BY: John M. Bredemeyer III, President Ih l Board of Trustees cy John Town l Annex BMichael JDomino, Vi er l Pres dent esidentSUFF�c�cO�y 54375 Route 25 James F. Kingti - P.O. Box 1179 Charles J. Sanders • Southold, NY 1-1971 Dave Bergen y�Ol ,� �a°! Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field InspectionMork Session Report Date/Time: d Stromski Architecture, P.C. on behalf of JACOB &JILL KUBETZ request a Wetland Permit to demolish existing dwelling and construct new one-story dwelling with a-1,940 sq.ft. footprint that includes a 52 sq.ft. front covered porch, a 170 sq.ft. rear covered screened-in porch, and an access area to basement; for basement access area install two landscape block retaining walls, one being 80 linear feet ranging in height from 5.4' to 1.4' and the second being 43.1' linear feet ranging in height from 5.4' to 1'; install a 328 sq.ft. paved patio adjacent to screened-in porch; install a 2.10'x38.7' paved walkway from the rear patio to existing 20.3'x30.4' detached garage; existing detached garage framing to be repaired as needed; install a 2,029 sq.ft. gravel driveway; for the existing 3.3'x47.3' brick walkway to dock; reconstruct existing dilapidated dock by repairing existing 4.1'x11' fixed dock supported by (4) 8" diameter piles underneath the framed platform and surrounded by (6) 6" diameter piles that extend higher than the platform by some 36"-48"; construct a 4.1'x10' seaward extension to fixed dock supported by (4) 8" diameter piles underneath the framed platform and surrounded by (6) 6" diameter piles that extend 'higher than the platform by some 36"-48"; and install an 8'x10' floating platform anchored by 6" diameter piles. Located: 1600 North Oakwood Drive, Laurel. SCTM# 1000-127-6-10 Ty of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: /Chapt.275 Chapt. 111 other T Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Storm Water Management Review: / Yes No Not Applicable Info needed: Modifications: Conditions: 9 -0VOQ 119-M, AA0, 1KA aS A4�(>' y ��/ Wil' u-s-,o yr Present Were: J. Bredemeyer/M. Domino J. King/ D. Bergen C. Sanders Bay Constable Other Form filled out in the field by :7-a� v Mailed/Faxed to: Date: a_ I �\ r r 12 / 9/20°1`5 'x13 : 33 ss, , ,p John Bredemeyer, President Town Hall Annex Michael J. Domino, Vice-President °°�O c°may 54375 Route 25 James F. King y P.O. Box 1179 Charles J. Sanders • Southold, NY 11971 Dave Bergen ol ,� �a Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field InspectionMork Session Report Date/Time: Add t/ /'9 /S /q Q, ,� Stromski Architecture, P.C. on behalf of JACOB & JILL KUBETZ request a Wetland Permit to demolish existing dwelling and construct new one-story dwelling with a 1,940 sq.ft. footprint that includes a 52 sq.ft. front covered porch, a 170 sq.ft. rear covered screened-in porch, and an access area to basement; for basement access area install two landscape block retaining walls, one being 80 linear feet ranging in height from 5.4' to 1.4' and the second being 43.1' linear feet ranging in height from 5.4' to 1'; install a 328 sq.ft. paved patio adjacent to screened-in porch; install a 2.10'x38.7' paved walkway from the rear patio to existing 20.3'x30.4' detached garage; existing detached garage framing to be repaired as needed; install a 2,029 sq.ft. gravel driveway; for the existing 3.3'x47.3' brick walkway to dock; reconstruct existing dilapidated dock by repairing existing 4.1'x11' fixed dock supported by (4) 8" diameter piles underneath the framed platform and surrounded by (6) 6" diameter piles that extend higher than the platform by some 36"-48"; construct a 4.1'x10' seaward extension to fixed dock supported by (4) 8" diameter piles underneath the framed platform and surrounded by (6) 6" diameter piles that extend higher than the platform by some 36"-48"; and install an 8'x10' floating platform anchored by 6" diameter piles. Located: 1600 North Oakwood Drive, Laurel. SCTM# 1000-127-6-10 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland 4- J Part of Town Code proposed work falls under: C ah pt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre Submission Violation Notice of Hearing card posted on property: � Yes No Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: Conditions: Present Were: . Bredemeyer M. Domino King D. Bergen C. Sanders Bay Constable Other Form filled out in the field by ` K/ Iv' 6' Mailed/Faxed to: Date: PROJECT SITE PHOTOS `y�. i;��y, ,y _�'yam^� �� •��11� �. �Pb •e. i?`-IMA sy'. T �' Y'�"[i� ..-. .� �° Q.�y�. ..`� -•+t" �'��►.�' : y Photo • - 2015) � s Y i s ��r _ �M � �� it ' ~ '•E' -' f.` ix. �A y.r' �R t FISG a"'.•L �� � �'Y'. Mi • . . 2015) Project Name: Kubetz Residence Job#15-AR005 Awl, PROJECT SITE PHOTOS -t �7 • • 2015) 2 It '`:_ R��'� ; ""Y .- "• Y •,, ...•..ask'^ � — _ —,:__ _ _ "�+;>�r • • Four1 ' •ject Name: Kubetz Residence •• x •11 Page 2 of f � 41 44 low f f 'w _ ,6,wrS., •. t 6 S v a . -� ': "T �. y.► ate'7.4W+� ..1,i Oftk' .♦..- ,_ 'erg. 'i id, .,_�'tlr ,6 .r. .wre"s..t�. r s..a-r ��} k, _..- �j+-•,k;� �.E: � a a'�- ., . ..7.' d. Mill. i a i� 'fit\r✓T \ �4',. �. g. ky "-� ♦S' y. �w ,'w PROJECT SITE PHOTOS 4 y � • • Nine (taken July 1,2015) K �i • • Ten (taken July 1, 2015) Project •' • ' •• z Page 5 of PROJECT SITE PHOTOS s Photo Eleven (taken July 1,2015) a Li Photo Twelve(taken July 1,2015) Project Name: Kubetz Residence Job#15-AR005 Page 6 of 9 a ''*ti; 5rl 1MSKI ,� architecture,pc 71 v x. '�_ .4 `� y�J J �.1 • Lir - - •A to i� hot& spa ,s ' • •- • - •• x •11 PROJECT SITE PHOTOS Photo Fifteen (taken July 1, 2015) : 44 Is 1 �{y Photo Sixteen (taken July 1, 2015) Project Name: Kubetz Residence Job#15-AR005 Page 8 of 9 � ` S, h O M S K l architecture,pc. SEE SEC NO 125 ¢ \ \ SEE SEC NO 125 ---_— ^ N res rl"' MATCH UNE 5_, "TGH _ _UNE WTCII UNE —CH — UNE -- _ 3 FOR PCL.NO oy FOR PCL NO \ FOR PCL.NO. '� �'\SEE SEC.NO '� Hwy, SEE SEC.NO. \i SEE SEC.NO. 1250}002.3 MC 125#02{.23 \ 125#02425 w 1 A -1114 , y s]53A,u ry O q ] �p4 4561 O 21 5� 31 71 4 ,.OA(c) 148A \ \l ] ` 2.SAIU 6P11 S\O J U �C'f, ff �9 I�q a4 1 3l.alp ,,5 \� p , 1 3 / 1� 1 tiY P9 1 = It Is �1 9 lF 0111 r s.ailU 2,A J nnP m 9 5'O tt TM O3. W H N I1n ''B .A • 9 ry "A 0, 40 X00 °" o p •.vr. ® e 1 , P� P z B mai 'k ` FOR PCI.NO. SEE SEC.NO. O IM01 WI LINE X N - � i P L "' "� y _----- -- �� --n-- NOTICE 0-K-Rux0l COUNTY OF SUFFOLK © e louTHoLO SECTION NO ______ O E ——n—— ——,,,—— Real Property Tax Service Agency Y a O �^"^'Y onm Rlr4nr0,NY It30, a4m '127 M •• -_- aAescnrr rwv s4 ua<Ne. P rmeT P PROPERTY MM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.nygov REQUEST FOR MODIFICATION TO PROPOSAL December 15,2015 Robert Stromski PO Box 1254 i Jamesport, NY 11947 ®EC 1 6 2015 � Re: DEC ID# 1-4738-04418/00001 Kubetz Property Southold Tonin � 1600 N Oakwood Dr. Laurel, NY 119748 SCTM#: 1000-127-6-10 Dear Mr. Stromski: The Department of Environmental Conservation (DEC) has reviewed the referenced application for a Tidal Wetlands permit to reconstruct a single-family dwelling and reconstruct a dock. DEC has determined the portion of the parcel that is landward of the 10-foot elevation contour line, as shown on the survey prepared by Nathan T. Corwin III, last revised June 23, 2015, is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661) no permit is required under the Tidal Wetlands Act for the majority of the proposed work to the dwelling.A portion of the proposed grading and retaining walls are located seaward of this contour line,within Tidal Wetlands jurisdiction, but are not objectionable. Regarding the reconstruction of the dock and float, DEC objects to the new float as proposed. Staff has determined there is not enough water at low tide to support a float; a float in this area would disturb the benthos and tidal wetland vegetation. However, DEC will consider a fixed platform, allowing for kayak/canoe access but not intended for motorized boat mooring. The catwalk portion of the dock should be either four feet above grade or made of open-grate material to allow light to penetrate, since this is a vegetated wetland area. The fixed, over-water portion of the dock .,may be 8'x10' (like the proposed float)or may be a longer, T-shaped platform, if desired (ex.4'x20' or 6'x12' or roughly equivalent square footage). If your client agrees to this modification of the proposed project, please submit four copies of the revised plans to my attention. When this information is received, processing of the application will continue. Sincerely, Laura F. Star Environmental Analyst cc: J. Kubetz File �rvoelc Department of al o voa imm Environmental Conservation 61 I Architecture and Construction Manaement Services h arcitectule,P.c. �.�_.. TRANSMITTAL SHEET TO. FROM Permit Coordinator o ��g— Robert Stromski AIA,LEED AP COMPANY: DATE. Town of Southold-Annex November I8,201S 54375 Main Road PO Box 1179 Southold,NY 11971 PHONE NUMBER- CC: 63I-765-I892 Kubetz Residence JOB NUMBER: 15-AR005 ❑FOR APPROVAL ❑ FOR REVIEW AND COMMENT ❑ FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION 3 Revised Site Plan I Receipts for certified mailing I Affidavit of Posting I Affidavit of Mailing REMARKS: NOV 1 9 2015 `� x Southr•!�Tt�;vtt P.O.BOX 1251 Lm_ :I�.;,; `Tr�ztrF;.__ .... ....1 PHONE(631)779-2832 JAMESPORT,NEW YORK 11947 FAX(631)779-2833 4 James F. King,President *QF SO Town Hall Annex y0 Bob Ghosio,Jr.,Vice-President 54375 Main Road O l0 P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer Michael J.Domino • O Telephone(631) 765-1892 O Fax(631) 765-6641 cOUNT'1,� BOARD OF TOWN TRUSTEES ; TOWN OF SOUTHOLD I.J To: Southold Town Building Department zV Re: Verification of Building Department Permit Requirements SCTM#: Ia7� �LE Property Owner Name: U-i 1f CU_6efZ, Date Sent to Bldg. Dept.: J - BLDG.DEPT. TOWN OF SOUTHOLD The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? Will the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: Signature of - iewer r Date Itl � � OFFICE LOCATION: ®��®f S® MAILING ADDRESS: Town Hall Annex `` ® P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 }.* a� Telephone: 631765-1938 c®U ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: November 16, 2015 Re: Local Waterfront Coastal Consistency Review JACOB & JILL KUBETZ SCTM# 1000-127-6-10 Stromski Architecture, P.C. on behalf of JACOB &JILL KUBETZ request a Wetland Permit to demolish existing dwelling and construct new one-story dwelling with a 1,940 sq.ft. footprint that includes a 52 sq.ft. front covered porch, a 170 sq.ft. rear covered screened-in porch, and an access area to basement; for basement access area install two landscape block retaining walls, one being 80 linear feet ranging in height from 5.4' to 1.4' and the second being 43.1' linear feet ranging in height from 5.4' to 1'; install a 328 sq.ft. paved patio adjacent to screened-in porch; install a 2.10'x38.7' paved walkway from the rear patio to existing 20.3'x30.4' detached garage; existing detached garage framing to be repaired as needed; install a 2,029 sq.ft. gravel driveway; for the existing 3.3'x47.3' brick walkway to dock; The new construction of the on-story dwelling is CONSISTENT. It is recommended that the Board clarify where the gutters and leaders will direct storm water. It is recommended that the Board require the establishment of a non-turf buffer comprised of native, drought and salt tolerant vegetation incorporating existing native, beneficial plants. The buffer should be located seaward of the wetland line to the FEMA AE el 6' flood zone line. Reconstruct existing dilapidated dock by repairing existing 4.1'x11' fixed dock supported by (4) 8" diameter piles underneath the framed platform and surrounded by (6) 6" diameter piles that extend higher than the platform by some 36"-48"; The reconstruction of the dock in place,in kind is EXEMPT from LWRP review. Construct a 4.1'x10' seaward extension to fixed dock supported by (4) 8" diameter piles underneath the framed platform and surrounded by (6) 6" diameter piles that extend higher than the platform by some 36"-48"; and install an 8'x10' floating platform anchored by 6" diameter piles. The seaward extension of the dock is INCONSISTENT based on the following: 1. Extremely shallow water depths at the dock terminus and lack of stated purpose of dock (vessel type that would not negatively impact Jockey Creek bottom or water quality). 2. The extension of a private dock structures in public waters and on bottomlands (Policy 9) 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 ����g1yFFOtk�d� Peter Young,Chairman coo �� Town Hall,53095 Main Rd. Lauren Standish,Secretary W- P.O.Box 1179 �' Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Tues., November 10, 2015 the following recommendation was made: Moved by Doug Hardy, seconded by Jack McGreevy, it was RESOLVED to NOT SUPPORT the application of JACOB KUBETZ to demolish,existing 1,530 sf, single story dwelling and construct new 1,940 sf. single story wood framed residence with full basement and related site improvements. Proposed retaining walls will allow for grade access to new basement. Restore existing dock and floating platform to its original size and location. Located: 1600 North Oakwood Dr., Laurel. SCTM#127-6-10 Inspected by: Doug Hardy, Peter Young, John Stein, Keith McCamy, Jack McGreevy The CAC does Not Support the application because the application lacks a site plan depicting the proposed structures and improvements. Vote of Council: Ayes: All Motion Carried John M.Bredemeyer III,President �k Town Hall Annex Michael J.Domino,Vice-President 54375 Main Road P.O.Box 1179 James F.Ding,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee Charles J.Sanders,Trustee aTelephone(631) 765-1692 _ Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application % Wetland Permit Application _Administrative Permit -- Amendment/Transfer/Extension F % Received Application: I d+.13i I i G� i, jr, Received Fee: $ Q,!5'0i0V Completed Application: OCT 2 3 2015 Incomplete: _SEQRA Classification: Type I Type II Unlisted -" ' Sout.,h ciU Town Coordination-(date sent): �/. •/� L r_ RoZrc'_?`Tree l v7,__LVM Consistency Assessment Form: CAC Referral Sent: Date of Inspection: /I Receipt of CAC Report: _Lead Agency Determination: Technical Review: f ►TPublic Dearing held: 11 Resolution: i Name of Applicant: Mr. and Mrs. Jacob Kubetz Mailing Address: 1600 North Oakwood Drive Laurel, NY 11948 Phone Number: 631-766-6397 Suffolk County Tax Map Number: 1000- 127-6-10 Property Location: East side of 1600 North Oakwood Drive i n Laurel. Utility Pole NYT#14, approximately 1,568 feet from Peconic Bay Blvd (provide LILCO Pole#, distance to cross streets, and location} AGENT: STROMSKI architecture, p.c. - Robert Stromsk{i AIA, LEED AP (If applicable) Address: PO Box 1254 Jamesport, NY 11947 631'-779-2832 r h Phone: Architect-are. and Construction Management Services fY\ �` 1 €�. ! ,x:11 i ,S G _f c..a- _ .•r.- - - 7rchite'et41re,p .A"."� .>;-a 'ie_•^.' �r_i'`F `�-- .v:^ -$+' `+i' °.�:>w z... ."'t. •..F`:.;+�, r... .:. ,G%`••.'r}a*1:+�..c.l�4�4C^'sn�r-%'`�..tiFh f 1 October 23,2015 Board of Town Trustees Town of Southold 5437.5 Main Road PO Box 1179 Southold,NY 1971 Re: 1600 North Oakwood Drive,Laurel NY I1948 Dear:Distinguished Members of the Board, This letter is to serve as a detailed written description of the proposed project for Mr. and Mrs. Kubetz.The project is proposing to demolish the existing one-story 1,530 square foot residence and replace it with a new single story residence having a footprint of 1,940 square feet. It will contain 1,718 square feet of conditioned space,a 52 square feet front covered porch(6'-I0"x 8'-I"),a 170 square feet rear covered screened-in-porch(13'-8"x 12'-6"), and a full 1,718 square feet basement with access to grade.Access to grade is provided by two landscape block retaining walls.One being 80 Iinear feet ranging in height from 5'-4"to I'-4"and a second retaining wall 43'-1"linear feet ranging from 5'-4" high to I' in height. A 328 square feet rear paved patio (19'6" x I6-I0") is proposed just outside the screened-in-porch.A T-10"x 38-7"paved walkway is proposed from the rear patio to the existing detached garage.The existing detached garage is 609 square feet(20.3'x 30.4') and needs to be repaired.We are proposing a new roof and siding with framing repairs as needed.Access to the house from the private drive will be via a 2,029 square feet gravel driveway. It is the owner's intention to rebuild the existing dock with floating platform back to its original shape before hurricane Sandy.The current owners have just recently purchased the property but were told by the previous owners the original size and shape of the dock and platform.They have aerial photos which show the original configuration.The existing brick walkway down to the dock will remain.It is approximately I56 square feet(3.3'x 47,3')in size.We are proposing to re-build a 4.1', x I0'(41 s.f.) extension to the existing dock.We would like to,repair the existing dock(4.1'x II' (45.1 s.Q as well.The existing dock is supported by(4)8"diameter piles underneath the framed platform The dock is surrounded by(6)6"diameter piles that extend higher than the platform by some 36"-48".We would use the same size, diameter, and number of piles for the extension.The floating platform would be 8'x I0'and shall be anchored by 6" diameter treated piles with chain straps that would allow vertical movement with the tides.If you have any questions about the project do not hesitate to contact me at the office. If you require any additional information please do the ` same.Th you for your consideration in these matters. ' S Resp ct 11 rs, Nr oin5ki 'ED AP KI architecture,p.c. s F r P0.BOX 1254 PHONE' `631 i 7?9-2ti32 IAIM ESI-OU,NEW YORK 11047 FAX "631''7?<) 2833 t 1 rd of Trustees Applicatic - GENERAL DATA Land Area(in square feet): 35, 821 square feet Area Zoning: RA-$0 Previous use of property: Single-family residence Intended use ofropertY� Single - family residnce p Covenants and Restrictions on property? ❑ Yes ❑✓ No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? ❑✓ Yes ❑ No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? ❑ Yes ❑✓ No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Q . Yes _F71 No Does the structure(s)on property have a valid Certificate of Occupancy? 0 Yes ❑ No Prior permits/approvals for site improvements: Agency Date ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ❑✓ No ❑ Yes If yes,provide explanation: i Project Description(use attachments if necessary): Demolish existing 1,530 s.f.single story residence and construct new 1,940 s.f.single story wood framed residence will full basement and related site improvements. Proposed retaining walls will allow for grade access to new basement. Restore existing dock and floating platform to its original size and location. I- rd of Trustees Applicatie' WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Proposed use of property is to remain as a single family residence. Area of wetlands on lot: 1,621 square feet Percent coverage of lot: 8.35 % Closest distance between nearest existing structure and upland edge of wetlands: 46.75 feet Closest distance between nearest proposed structure and upland edge of wetlands: 68.16 feet Does the project involve excavation or filling? ❑ No 0 Yes If yes,how much material will be excavated? 172 cubic yards How much material will be filled? 20 cubic yards Depth of which material will be removed or deposited: 8 max. feet Proposed slope throughout the area of operations: Maintain existing Manner in which material will be removed or deposited: Removed from site by 20 yard dump trucks and excavator. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): Proposed work to existing dock will have no greater effect then original once work is completed. R 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Kubetz Residence Project Location(describe,and attach a location map): 1600 North Oakwood Drive,Laurel NY Brief Description of Proposed Action: Propose to Demolish existing 1,530 sq/ft single story structure and construct a new 1,940 sq/ft single-story structure with full basement and related site improvements.Proposed retaining walls will allow grade access to part of the full basement. Restore existing dock to its original size.Rebuild floating dock to its original size and location. Name of Applicant or Sponsor: Telephone: 631-766-6397 Jacob&Jill Kubetz E-Mail: Address: 1600 North Oakwood Drive City/PO: State: Zip Code: Laurel NY 11948 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that Z F] may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ ❑ Building Department,Southold Trustees,SC Department of Health Services,NYSDEC 3.a.Total acreage of the site of the proposed action? .82 acres b.Total acreage to be physically disturbed? 08 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .82 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial mResidential(suburban) ❑Forest OAgriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 RESET 5. Is the proposed action, NO YES N/A 'p a.A permitted use under the zoning regulations? ❑ r7l ❑ b.Consistent with the adopted comprehensive plan? ❑ W1 1 ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ✓❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: W] ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO I YES W1 ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ ❑ C.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: M W1 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ❑✓ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ❑✓ Updated Sanitary 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑✓ ❑ b.Is the proposed action located in an archeological sensitive area? W1 El 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ✓❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ O If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Restoration of existing dock&floating platform(121 sq/ft)Brushes Creek 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional m Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? W1 ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, F-1 Za.Will storm water discharges flow to adjacent properties? ®NO ❑YES b.Will storm water discharges be directed to established conveyance systemsrunoff and storm drains)? If Yes,briefly describe: (❑NO ®YES Storm drains will contain roof water run off. Page 2 of 4 RESEY 18.Does the proposed action include cons.-,..,.,on or other activities that result in the impou. of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: Fv-/] ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: F/I F 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: M F I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE o Applicant/sponso e: 4-U 20 A!AV I Date: ''s Signature: epiw-4tie-- Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3 E 3. Will the proposed action impair the character or quality of the existing community? El 0- 4. Will the proposed action have an impact on the environmental characteristics that caused the (�' establishment of a Critical Environmental Area(CEA)? E El 5. Will the proposed action result in an adverse change in the existing level of traffic or El existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate 2' ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? Ea 1:1 8. Will the proposed action impair the character or quality of important historic,archaeological, �j ❑ architectural or aesthetic resources? LL11JJ 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 RESET No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ECheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Age cy Date Print or ame of Resp a Officer in Lead Agency Title of Responsible Officer Si a of RespdfirtbM Officer in Lead gency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 RESET ® ® e til n o t ® 171 fO. . 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C,ry Stale;z Apart. 5L New York, NY 10021 Crry Slate; i SCTM#1000-127-6-11 SCTM#1000-127-5-5 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: STATE OF NEW YORK COUNTY OF SUFFOLK residing at i 600 /V• cm oyo 'ebF (.hke,I ev w 4 , being duly sworn, deposes and says that on the d y of Ajgp"y , 20 is , deponent mailed aA e copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at AQ VEE4UC4. that said Notices were mailed to each of said persons by CERTIFIED MAIL/RET RN RECEIPT. Sworn to before me this IDdl Day of 0\i �L , 2011- EDWARD J CAREY JR Notary Public State of New York NO.OICA6203570 Qualified In Suffolk County i Commlolan NI)I aAprIl 13,20 I 1 I No blic John Bredemeyer, President ��%tfF01.t Town Hall Annex Michael J. Domino, Vice-President ��° °ate 54375 Route 25 James F. KingW P.O. Box 1179 Dave Bergen o s Southold, NY 11971 Charles J. Sanders sol , � Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of JACOB & JILL KUBETZ COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR NOT LESS THAN SEVEN DAYS I, ��1 �ZaZ , residing at/dba 1600 /U 2D 1 4)ZV t N� UCIH8� being duly sworn, depose and say: That on the�4' day of,Novi k,- , 201 r, I personally posted the property known as JA-10b f J,LL ko& z 16,9- - • ora l-1„1ccb Zj) . L&)J EL- , .v y t!z q& by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday,November 18, 2015. Dated: gnature) Sworn to before me this day of NO%J 20() EDWARD J CAREYJR �W PuM State of New York No.01CA6203570 Qu�litied M 5uffoAc County Commti�on€xpq�,�prN 13,20® Notary P41c ,NOTICE OF HLm. ARINC NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: JACOB & JILL KUBETZ SUBJECT OF PUBLIC HEARING : Demolish existing dwelling and construct new one-story dwelling with a 1,940 sq.ft. footprint that includes a 52 sq.ft. front covered porch, a 170 sq.ft. rear covered screened-in porch, and an access area to basement; for basement access area install two landscape block retaining walls, one being 80 linear feet ranging in height from 5.4' to 1.4' and the second being 43.1' linear feet ranging in height from 5.4' to 1'; install a 328 sq.ft. paved patio adjacent to screened-in porch; install a 2.10'x38.7' paved walkway from the rear patio to existing 20.3'x30.4' detached garage; existing detached garage framing to be repaired as needed; install a 2,029 sq.ft. gravel driveway; for the existing 3.3'x47.3' brick walkway to dock; reconstruct existing dilapidated dock by repairing existing 4.1'x11' fixed dock supported by (4) 8" diameter piles underneath the framed platform and surrounded by (6) 6" diameter piles that extend higher than the platform by some 36"-48"; construct a 4.1'x10' seaward extension to fixed dock supported by (4) 8" diameter piles underneath the framed platform and surrounded by (6) 6" diameter piles that extend higher than the platform by some 36"-48"; and install an 8'x10' floating platform anchored by 6" diameter piles. Located: 1600 North Oakwood Drive, Laurel. SCTM# 1000-127-6-10 TII\//IE & DATE OF PUBLIC HEARING : Wednesday, November 18, 2015 .— at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 f I rd of Trustees Applicstia AUTHORIZATION (where the applicant is not the owner) l� Mr. and Mrs. Kubetz residing at 1600 North (print name of owner of property) (mailing address) Oakwood Drive - Laurel NY STROMSKI do hereby authorize (Agent) architecture, p.c. - Robert Stromski AIA, LEED AP to apply for permit(s) from the Southold Board of Town Trustees on my behalf. ell- (Owner's signature) 31 Nrd of Trustees Applicatic AFFIDAVIT Mr. and Mrs. Jacob Kubetz BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND_ OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner SWORN TO BEFORE ME THIS �' DAY OF ��'� - 201-5 Notary Public SAMANTHA MAREE TUIFEL Not Public,State of New York No.OTTU699?�i't`4 ��j Ce �,jj,,,FP—n� APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town.of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide infarination which can alert the town of possible conflicts f interest and allow it to take whatever action is necc ary to avoid same. YOURNAME: Kubetz, Jacob T. (Last name,first name,griddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance _� Building _❑✓ Variance ❑� Trustee Change of Zone Coastal Erosion — - Approval of plat Li Mooring 0 Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally(or through y9uroornpany,spouse,sibling,parent,-or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer Or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES ❑ NO W] If you answered"YES",complete the balance of this form and bate and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The4own officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): ❑ A)the owner of greater than 5%of the shares'of the corporate stock of the appliettn_t (when the applicant is a corporation); ❑ B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); =C)an officer,director,partner oremployc:e of the applicant;or _J�D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this d of oq ar20�?!C � Signature �! Print N e Form TS 1 � � . SAMANTHA MARIETUIFEL Notaaryry Public, tate of New York No.01TU6197 1 Suffolk County 0011aniesion rxnjrve nrr�M9ER 120 ep Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 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 beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# 127 -6 -10 The Application has been submitted to(check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. 0 Board of Trustees ❑✓ 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: 0 Nature and extent of action: Propose to Demolish existing 1,530 sq/ft single story structure and construct a new 1,940 sq/ft single-story structure with full basement and related site improvements.Proposed retaining walls will allow grade access to part of the full basement. Restore existing dock to its original size. Rebuild floating dock to its original size and location. " I Location of action:1600 North Oakwood Drive Site acreage:35,821 square feet Present land use:Single-family residence Present zoning classification:RA-80 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:Mr.and Mrs.Jacob Kubetz (b) Mailing address:1600 North Oakwood Drive Laurel,NY 11948 (c) Telephone number:Area Code( )631-766-6397 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes * No❑ If yes,which state or federal agency?NYSDEc 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. ✓0 Yes ® No ® (Not Applicable-please explain) Project is located on pnvate road with no adjacent public open space to have an adverse effect on.Proposed development is like-in-kind to adjacent parcels. Proposed repair and or reconstruction of dock is consistent with the area and replacing original size damaged by storms. 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 EYes ® No 0 (Not Applicable—please explain) No historic or archaeological resources will be effected. 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 ® No ❑ (Not Applicable—please explain) Proposed development of new single-family residence is replacing existing structure and similar use. 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 0 YesEl No ® (Not Applicable—please explain) Proposed development to contain stromwater runoff from impervious surfaces by use of sub-surface drainage containment. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria V1 Yes ® No ® (Not Applicable—please explain) Proposed sandary upgrade to have a beneficial impact 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—please explain) Most of the planned development is beyond 53'from the designated wetland and no more seaward than existing development.Repair and or reconstruction of the dock is to match original size. 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. See Section III—Policies Pages; 34 through 38 for evaluation criteria. ❑ Yes []No 0✓ (Not Applicable—please explain) Project will not effect the air quality 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. ❑ Yes ❑ No 91 (Not Applicable—please explain) No solid and or hazardous waste to be involved with this project 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. ❑ YeO No ✓❑ (Not Applicable—please explain) Proposed development is a private single-family residence Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's wai• lependent uses and promote siting .n aew water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. 0 Yes ❑ No ❑ (Not Applicable—please explain) proposed repair and or reconstruction of existing dock will not hinder the use of the waterway 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 ❑ No ❑ Not Applicable—please explain Proposed development will not increase the impact to the existing living marine resources. 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. ❑Yes ❑ No❑ Not Applicable—please explain Project not located near an agricultural use 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. 0 Yes ❑ No ❑ Not Applicable—please explain Project will meet or exceed current energy codes S TPA _1\53Q Architecture and Constrcti®n Management gement Services t� architecture,p.c. TRANSMITTAL SHEET TO:BOARD OF TRUSTEES FROM: Town of Southold Tyler Danowskt COMPANY: DATE: Stromski Architecture P.C. IO/9/20I5 PHONE NUMBER: CC: 63I-779-2832 RE: JOB NUMBER: Kubetz Residence—I600 North Oakwood Drive I S-AR005 ❑FOR APPROVAL ❑FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION 4 Detailed project descnpuon(I original and 3 copies) 4 Short environmental assessment form(I original and 3 copies) 4 Authorization Form(I origmal and 3 copies) 4 Agent Authorization(I ongmal and 3 copies) 4 Applicant/Agent Transactional Disclosure Form(I original and 3 copies) 4 LWRP Consistency Form(I ongmal and 3 copies) 4 —Kt ey of property in its current state(I origmal and 3 copies) 4 Project Plan to scale with Dimensions(I original and 3 copies) 4 Photographs current photos of subject area I Apphcation Fee for wedand permit(Check$250.00) 4 Buildmg Proposed Elevations 4 Proposed Site Plan RF1vIARKS: Attached please find the drawmgs and documents for submittal to the Board Of Trustees. P.O.BOX I254 PHONE(63I)779-2832 JAMESPORT,NEW YORK 11947 FAX(63I)779-2833 TEST BORING �1p9111G EXIST GRADE= 13.4' ....... _... .. M IS f �� e \ \� BROWN SILTY SAND architecture, p.c. 21_0 goo FCI� P.O.BOX I254 JAMESPORT,NY 11947 Y PHONE(63I)779-2832 FAX(63I)779-2833 I I6y§I ELEVATION HIGH WATER MARK 06/23/2015 - 1.2' ELEVATION LOWER LOW WATER MARK 06/23/2015 = -1.4' PALE BROWN FINE SAND WATER DEPTHS SHOWN IN INCHES ARE REFERENCED TO LOW WATER BEING AT (0.01) o PROPERTY INFORMATION PERCENTAGE OF LOT COVERAGE OVER NON-WETLANDS AREA: LOT AREA: 35,821 SQUARE FEET PATIO - 325 S.F. p S.C.T.M#: 100127- 06-10 BRICK WALKWAY - 116 5.F. -z.sX h5 o I !;I ZONING: RESIDENCE RA-80 BARN - 609 S.F. -1.4 CREEK BOTTOM IS 2' TO 3' (14") LOCATION: NORTH OAKWOOD DRIVE, BUILDING FOOTPRINT - 1,940 S.F. \ 14X OF MUCK LAUREL NY DRIVEWAY - WA _2 X 12'-4' ± JAN 2 7 2016 r ' 2,993 S.F. / 34,200 S.F. X IOOX- 8.75% ` ;�., (11") IMPERVIOUS SURFACE AREA: F` .N g\ 1' s o\�'. ``\ _o'iX__-�� Aid -1.4 X-2.2 BRICK WALKWAY - II6 S.F. �N,A( A LI LUSO C y�ATE OL 1g1 6 f�v `? w' SO• ��� x-,.9 (10") BARN - 609 S.F. tjRA S A UBLI > \ 0 �• ��;,� O9, `,�c},a (6») syo� WATER IN PALE BROWN FINE SAND BUILDING FOOTPRINT - 1,718 S.F. TxQIT� p 9\ 8 oN�oN \\ \ \\`•• i�\ 06,� ,F _ DRIVEWAY - N/A D G Y1 �y 2,993 S.F. / 35,821 S.F. X 100X= 8.35% A ELLEN 51 , 'o `,\ \ \`,`, �`�" ,� P� \ \ 0� \ ppCK ?FORM NUMBER OF PROPOSED BEDROOMS: 4 �Dw LQ -IS ,\ \ o �\ \\\ d'• \ \ ;� �.\ .\\ jf o Roeos�B.X\o') _ _,. ; Proposed New Construction SANITARY SYSTEM DESIGNED FOR UP TO FOUR BEDROOMS '� \\ `\ `\ for: WATER ENCOUNTERED AT 12'-4' (ELEV. 1.0') BELOW SURFACE x i EXISTING BARN \\ \` \ \\�\t ..!` �.\ \ '• \Q °� 1 BORING ON: AUGUST 10, 201E15 @ 1•l15 PM i o \\ \` `\ h� \ �\ Mr. and Mrs. ao qg \ �� \ \ \\ \� `\•: `, \ �le Kub e tz J NO WELLS WITHIN 15d HE I ' 30° \ \ \ \ t \ : `,L\ t '"� 15.3 t I 1 \ t \ \ x \ \ : \ \ t �s a X I 14.3 1 1 C, 1 I \ \ \ I \ \ :t \ -1.4RADIUS OF tn, NORTHWEST CORNER v �N• i k� x /� 'tl 2 GON W WALKW III x \ x\01 '�1 �t \`\\ \ m�\\\\ate U 1 ) e Q o�N' ;/ OUTLINt OF EXISTING\I�x 12. / �� %/ \ It \ \`\ \ `�t \` o PROPOSED GRADE I.E.= 12.9' PROPOSED GRADE I.E.= 13.6' PROPOSED GRADE I.E.- 1316 69• 2'� 6 ', s• x 15.8 / HOUSE�DEMOLlT EDE W \\o \ `S /RAI BASIN 51 tl\ o \ �oiP X X -P \ \ ';\ t•, x • P \.•• P{ N f � X 14.4 i 8' DIAMETER 1,5M ��• �PRo�t \\\ \\ 7.1 \\\ \\ y \\ \t ,'\o j n --- •Qr .� . •.\ �" • �.> \ \\ ; SEPTIC TANK 4.s \\ t\ os `\\ v ` • `, al %,•� �, \ �. \ \I \ I\ P9►��N \\ `C� `\ I ` ` \\ \ \\ \din \ �l r @'Z� \ \ X 15.2 \ rO \ N. / \ - W \ '/ - - \ 1 \ 1 \ IN •s ' t CQNC \` \ �� 8' MIN I�i I -WELL CPe Q Q �•. t "I / \ 4 10 J J v •• 0. 8' DIAMIETER \ i �' \ \ `\ \ I `\ �\ \ �N \ Zr) in in •. • `\ 1 MSN LEACHING\`\001_ \\ \ V \�_ � / \ \\ \\ i `�\ \\ \\ \\ .• ,M 91-4 1, \ •J ✓ X \ .\ \ t \ V. X , \ \ \ (f 1z.7 `. "\`�C, ' / �\ X �,�� `\ `\ \ ' \ \\\ �\ -1 4 ��1\ RAIN WATER CATCH BASIN - A RAIN WATER CATCH BASIN - B RAIN WATER CATCH BASIN - C 1600 North Oakwood Drive • • ' 1 t. 4P \`\ w� +++ 12.9 tt 10.5 \ \ \\ \ V \.- o\ N ,, + I \ \ \ 1 \ \ \ �e / � o _ I 8,_01 Laurel, New York • /� t \\ , t\ \r ; `� ,/�0 0 i +++\++++++ CK PATO T \\ i \ \ \� O`�2 \\ \ `\ �\ \\ ! \ 8-0 8-0 \ + + + + + I+ + + x \ F\ \ ` S.C.T.M.#1000-127-06-10 + + +1 + + + X I \ \ >' \ \ \ .. ! �'\ \ i �• - +Wi" + + ++ ^\ II x t� W tl \ f:k�� \ \\ \ CSj `.\ � > AN51ON P001_ I . 196 ��'�'` + + + +++PR7T9.1,�Z5 ++ �O�N tl X\\ `\ ` �c• \\ J �ti REVISIONS • N, t \\ ;, NE + +.+++++ `+ + / ++ + PAT x I I, s 2 \ � -1.1 WATER IN PALE BROWN FINE SAND - I.0' - -- WATER IN PALE BROWN FINE SAND = I.0' - -- - -- - WATER IN PALE BROWN FINE SAND - I.0' + + I 1 \•, \ \F x- - - -- - - -- - - -- - - - - - - - - - -- - - - - - -- OIO-2-IS REVISED AS PER 11.3 I 1 V + + . + + + + i / 1 / 1 , 1 1 \ \ \ \ X + + �` \ 'i 1 �\ \ `\ `�o `\ NYSDEC COMMENTS II.\ 1 J Q + + + + � + + + \ ���`�\�/' / ,' 1 ' 1 1 \ `\:� `� \ IO-7-I5 ADDITIONAL ... . . . + + I \ Vim' / . I ' I `I \ \ >X \ ✓� ./4 T + + + + .,� + I \ • I \ \ DRAINAGE INFO ADDED !L \ •/ 1 LQ + + + + + + I PAT10,a,Q ---A ,�,�•� \N N. \ • t ///• 13.9 + + + + + \+ +, + + , r =-__-- Ky' >�. 10.3: x s�' ' ` 3 11-16-15 HOUSE MOVED t •� +++++++++++++ + + +. - �` I I ` \ \ ; O TOWARD STREET r \\ �Nol NO PRIVATE DELLS + + + + + + + + +.,^'/ +.+BELOW GRADE N� �/ ' � � \\° �Zy \\ 4 CATCH BASIN SEC ION Scale: 1/4' = 1'-0' 4 I1-23-IS ISSUED TO HEALTH r ! \ ti 1d i;•� + 1 . BRICK PATIO TO3 B / \ \ ` O .. . ► ' ; WITI�itt 150' RADIUS ..� +/+ BASEMENT ----------- 1 \ \ I-IO-I6 REVISIONS AS PER \ ` OF/SANITARY + *• T. + + + + +k+ WALKWAY - �/ It\ !\ ttl `\•: \\ 9\\ \\\ �/� -1.4 S-I r + + + + + + + +,+ + + + + + + , 1 ` dR� v ••• \\ sm so %;R7INytATER4TCN+ + �+ +++++/t + +' + X 10.o I' \ �\ t \ \ �� O HEALTH DEPT. • eRN� - +++++BASIN WITH PATI=++++/+++++ +� ;�:. ; + u I `\\ �.\ `\\ s. SEPTIC TANK d ' + +++++++`^4r4^++++++ +++++�¢+++++++ �,+ + + + y , X\ \ ``\ `\ \ \\ \\ 0.2` TYPICAL LEACI-I I NG POOL 6 I-26-I6 REVISIONS AS PER + + + + + + + + + + + + + + + : + + • ' + + + + + + + + + + + + +/+ + + + + + + + + + NO SCALE NO SCALE TOWN OFSOUTHOLD • ,r , +.,� + + + + + + + + + + + + ++++++ T •�=-' �.� 1 ` ALL PRECAST CONCRETE TO MEET THE ALL PRECAST CONCRETE TO MFT THE + ++++/.+++:,+++ + + pROpGe ,.�,►_� ,• \\ •�` FOLLOWING SPECIFICATIONS: FOLLOWING SPECIFICATIONS: O ri:, • ,� ' ++++ +++++ + CHANGE ,'i•� \ �No fir' + �o CONCRETE: ! R/ . + '+ `� / j• X� - \ \ Q +. CONCRETE: • / I ' i • + 4 + `\ TFSSTHOLE i // /i \\ •�' e S O : + �'� STRENGTH = 4000psi. @ 28 DAYS STRENGTH = 4000psi. @ 28 DAYS I 'ti•t\. v' 14.7 �\\ LOCATION i i' s 1 \\ \ 2 CEMENT ASTM C -150 CEMENT ASTM C -150 /'• ��^v t \. (13.4') i / �; x- \ `\ \ AGGREGATES = ASTM C-33 AGGREGATES = ASTM C-33 O try WATER - PURE POTABLE I `!' • \�•• / \\ , i i / ---- 8.4 x i m , WATER = PURE, POTABLE • REINFORCING STEEL= REINFORCING STEEL: u • '�, i `\ ; X y1 ,,�• i1 0 t ir�1 iI '; i iI i RWELDED WIRE FABRIC: ASTM A-IB5 WELDED WIRE FABRIC: ASTM A EBARS. ASTM A-615i GRADE 40 REBARS: ASTM A-615, GRADE 40 1 -185 X OO SURVEY INFORMATION TAKEN FROM SURVEY of • .\ i i i LOT i '; // DONE BY: NATHAN TAFT CORWIN III LAND SURVEYOR CAST IRON v•► 1 I j 1 1 , X�•8 DATED: JUNE 23 2015 ` COVER TO GRADE p O NEIGHBORING WATER SUPPLY INFORMATION VERIFIED WITH ___ SUFFOLK COUNTY WATER DEPARTMENT BY SURVEYOR NIGH PROPOSED z USE 4' DIAMETER APPROVED O ;i SEWER PIPE THOUG40UT AT LOWEST PROPOSED •., `• \. ; i i i X-.o ------------------- GRADE = 15.0' GRADE - 15.4' PRECAST CONC. "' PRECAST CONC. GRADE = 13.75' O (TYPICAL) _ (TYPICAL) I O •:• �• •i'.,�O h t t, II II\t\\ t \\\\\\ 1 \\\\ 1`\`� r\5'i 9iom= I IANNO�A0S, P UD ydA I.E.= = • ®®® ®® % CAST ' 10.2 Q IRON Y.I.F. I.E.= _ _FA _ - ) P 13'-0' _ 10 I.E.- 12.0' 12.612.0' ®®®®® �o OOSEA LKAN13111C 4p CROSSOVER PIPEl 3-0/ MIN.USE 4'DIAMETER APPROVED SEWER ® ® \ \> '• ` G PIPE TNOUGHOUT AT Z o R AR 6 • •OJ ' \ ;� o OQ•20 •� STORMWATER RETENTION ION CALCULATION: {�Ij$'I'LIN J I/4' PER FOOT 1500 GALLON SEPTIC TANK ' ROUND TANK i \ 1� S 69 BASED ON 2' RAINFALL CONTAINMENT CD MINIMUM SLOPE AT ( ) NO, 0 ` s' IMPERVIC!US SURFACE - 2,993 S.F. INLET. CONNECT TO ® ® a•� 2,993 S.F. X .Ebb FEET = 496 CUBIC FEET EXISTIING CAST IRON G E1 .11.1 cv o 0 2 OUTLET FROM C4 4s , CONTAINMNT REQUIRED: HOUSE HALE.DR yAr `�• 4% C.F./ 42 C.F.(PER LINEAR FEET OF 81 DIA. RING) - 12 FEET OF COMBINED DEPTH u1 � � w � ozs� yob CONTAINMENT PROVIDED: O O; (3) 8' DIA X 5 FEET DEEP STORM RINGS (0 "' 8'-2, OC N 8'-0' DIA. W-0' DIA. 8 0 1_ ! MI 8'-0' DIA. > . in BACKFILL MATERIAL -1 WATER TABLE Copyright 20I5.STROMSKI architecture,p.c.All rights p TO BE CLEAN SAND REMOVE INADEQUATE SOILS GRADE = 1.0 reserved.The Architect reserves the right to reproduce this Q BACKFILL MATERIAL design in its entirety or any portion thereof.Unauthorized AND REPLACE WITH CLEAN TO BE CLEAN SAND alteration'Education documents is a violation pe the New York ��,y0• SAND AS REQUIRED. State education Law.These drawings and specifications are an instrument of service and are the property of the Architect. O� Y These drawings and specifications are not to be used on any p�• ry O Q� _ other project,except by written permission of the Architect O z SEPTIC SYSTEM SECTION Scale: I/4' - I'-O' '"APPROVED ZY, PROJECT NO. IS-AR005 ":-BOARD OF T RUSTEES SCALE AS SHOWN DATE 3/24/I5 S-I NEW AND OLD DOCK BOUNDARYTC��' +1 OF SOUT��31�1 DRAWN BY TLD/RS CHECKED BY RS .. ' 1 PROPOSED SITE Sate.. 11-20'-0' 30'-6'-o DATE �p-NVprg ! 2g 201& TITLE lo'-o' lo'-o' � EDGE of BRUSH CONCRETE 7PARR' WITTHBRICK EW PILLAR Proposed S I NEW ADDITION TOP OF DOCK NEW ADDITION WOOD l WOOD DOCK (101) DOCK (10'x8') Site Plan I EXISTING WOOD I NEW PILLAR DOCK (10') I o EDGE of WETLANDS � � � SHEET 7 MEAN HIGH WATER -ELEVATION: _ FD 3 PROPOSED FIXED AND FLOATING DOCK SECTION state: 1/4' = 1'-0' C`' S - 1 _ S-I [PUN IAW WATER -