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HomeMy WebLinkAbout1000-127.-6-10 „ l, _ ,oy�,QF SO(J1// OFFICE LOCATION: �� e - MAILING ADDRESS: Town Hall Annex �� 4 • _' O P.O. Box 1179 54375 State Route 25 jg, I MaSouthold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 •••\— I Telephone: 631 765-1938 .00 COMM _es ,S 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 DC O � F Town of Southold 6 NOV 10 2015 LWRP CONSISTENCY ASSESSMENT FORM Southold Town A. INSTRUCTIONS Planninn Board 1.: All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant 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,tlie 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.ecessary, 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 Bo. d of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSEDACTION SCTM# 127 _6 _10 Six The Application has been submitted to(chec r ppropriate response): Town Board 0 Planning ept. ❑ ;•'i wilding Dept. ❑✓ Board of Trustees ❑✓ \J 1. Category of Town of Sou s old ag-•cy action(check appropriate response): (a) Action undertaken •' - tly by Town agency(e.g.capital ❑ construction,pl. s s' g activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan, subsidy) (c) Permit,approval,license,certification: ❑ 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. • 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. ✓❑Yes ❑ No ❑ (Not Applicable-please explain) Project is located on private 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 r Yes ❑ No ❑ (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 Yes 0 No 0 (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 ❑ Yes 0 No 0 (Not Applicable—please explain) Proposed sanitary upgrade to have a benefidal 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 HI—Policies; Pages 22 through 32 for evaluation criteria. ❑✓ Yes 0 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. a 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 ❑ (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. ❑ YeZI No 0 (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 water-dependent uses and promote siting of new water-dependent uses in "suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑✓ 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. El Yes 0 No El 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. ❑✓ Yes ❑ No ❑ Not Applicable—please explain Project will meet or exceed current energy codes ae� gel Ms t `; i;;r ,•'?'){�:f Architecture and Construction Management Services '-� architecture,P c lc °esay"•eo-*os zA.,,ifi. !,w«.v-t x4'xq r r?,i^.. =2svyvf+,:;,r mq.'S „r a_9t rc:,z'o, ,m,,,,..4_70171=.&. ..8' a-'KY' l.-.tr,'4z;aa�X:i %� � �.�.-� '�iuY•�u�rlct �z .`a`':£`.�:.,.r:���. I October 23,20I5 Board of Town Trustees - Town of Southold 54375 Main Road PO Box I I79 Southold,NY I971 Re: 1600 North Oakwood Drive, Laurel NY 11948 - 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(6'40"x 8'4"),a I70 square feet rear covered screened-in-porch(I3'-8"x I2'-6"), and a full 1,7I8 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 1'-4"and a second retaining wall 43'-1"linear feet ranging from S'-4" high to I' in height. A 328 square feet rear paved patio (19'6" x I6-10") is proposed just outside the screened-in-porch.A 2'-I0"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 gra el 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 156 square feet(3.3'x 47.3')in size.We are proposing to re-build a 4.I'. x I0'(41 s.f.) extension to the existing dock. We would Iike to repair the existing dock(4.1'x II' (45.1 s.f.)) 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 10'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. Resp, , 11�Ai 00., :, t �� i P' II KI architecture,p.c. F I l P.O.BOX 1254 F PHONE X631 j 779-2832 i 1AMESPORI,NEW YORK 11947 c FAX1631;779 2833 ' 1, ic i I i s. - . ---74-1( raNi . S N/ isvo L�SoN .61' �+;N• 3S ` t '; i ' 9 ILAU OCAS 1 / \\ `11 _\�``>1`�, IANDT13 51 0►,,+'. / . ` \:III: \\ '� afchiteculre,P.c. LOT5 _ �. - '\// \ ` `� �� P.O.BOX 1254 JAMESPORT,NY 11947 304 *., fr/ \ t PHONE(631)779-2832 PAX(631)779.2833 0°` -� o . FSS,G6.t _ / / ` :�N \\ t3`. �, Proposed New �p :��.. a `�' Construction: t1-1 Mr. & Mrs- ' A .44140 kite.4/••••1, vo• e [ o \ n Kubetz ++ 4 % �'N• m /0.00 40' \ 41401100114 ors _ 14444.44.4 1\ , , ' '° '" • ' 0�'" • , 0 4111.0...♦.. r Of Gl3S• ° • // /' 11 '�9 ' �a /' ,����1►����0���`: 0014131° I �� \ 1600 North Oakwood %'o"s°• /:: l� /,,``�-.0�1j11110:.01 1 \\ Drive, Lau/rel NY ••••a FMpN ' �J $4k' ti` Q �R� $� /ANO `•,•�•�`'I��.0.� ` (\ S.C.T.I�7t • ' r © i y:7,tftetaltN17111(067 Ems'M�N�� �1 44.;0° t......... %` , 4 \ SEAL • ' ' � + : TA age \..r.. 1. , V �a� t „-� ���♦ 114 „£ / x °yam ye, , \ V \\ �� y'• LOT C)- — .vie%/• ! / % \ \ v'• M i \ •4/0�L 0 �•• \ \tri . / ..------ \ / . ii � - \. \ \ . ••y°, ' $ / / �� \,D / • \\ • •• i i ,.•—• 0 ` • \ per( 2011.STROMSK1 a rbltccturo,p.o.All J!, • ..-- ...•••••''''.' / % \ rlC s tie erved.The Architect reserves the right to- .:. / - i _ - reproduce this design in its entirety or my portion Q•. +` ' / \ UNO♦ ! \ thereof.Unauthorized alteration of these documents eats]s a ' •►, / co 0 violation of the New York State Education Law.These O , i P�� rt" drawings and specifications are an instrument of service +• ''• ,\ •• / \ \ n 0 ' and are the property of the Architect.These drawings \ N and specifications are not to be used on any other •. v P ,• • ;.. © - - project,except by written permission of the Architect. 77 • . 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" op, , . ..,.... , . .t..-fo444". . arit- Photo One (taken July 1, 2015) Ainiii Or _ Photo Two (taken July 1, 2015) Project Name: Kubetz Residence Job# 1S-ARUUS Page of� SlR[>MSK) PROJECT SILL"E PHOTOS i—V :•_ iiet ..a !Kr li .�s^�" r'.' tr. y ,� off- K'� :. ... w • b:•: �4 4r < 7 7 Iti 3\\ . yam ' 4;t1 crr —k--,nme ti •• 4 Vii, -, -_ . •ul y Photo Three(taken July 1,2015) f • i -'T y . r'�.' 4 - s it ._ .° y. .s r.. 1 :. P� 'in�wt F yc. .`' iw' w ''3r Yl c'®7 ! Via@.4-- n-- _ , _ T ...� A + }mow - ice -.�.,�`�- _, EYP _ Photo Four(taken July 1, 2015) Project Name: Kubetz Residence Job#15-AR005 Page 2 of 9 ' ) S IROMSK1 'i• architecture,pc. PROJECT SI l"E PHOTOS 45' r I .sy r ' ,s J. *t .2?" 74.4 X 4 1 P• t "� 4-4 Ate' .0,a 3. 4 vow- Td Photo Five (taken July 1, 2015) ' . s,�,`_, r '4. , _ YY *mss: y' F' .l N; ..' :1 i ♦. '-rr '' • eF 1 / '.ti " Ys*^ 4 Iv- Qi,` Photo Six(taken July 1, 2015) Project Name: Kubetz Residence Job#15-AR005 Page 3 of 9 i� SIR( MSKI ,� architecture,p.c. I ' PROJECT SITE PHOTOS Tom' .4. 4�' iI - "�I . JJM tlr! j, '�t 44.•'.pi '1 My Its 4 7 Photo Seven (taken July 1,2015) , •T b " .+ fit ! t • s` '_ :vita. a �.Y v1+ q J l P j ; ` gAam.�" t ` ate. h i•- x tt T tai .-1 2.;T.Mv l�' � ';+tt. e_,; `4# '.: ,. lir Photo Eight(taken July 1, 2015) Project Name: Kubetz Residence Job#15-AR005 Page 4 of 9 /41f. SIROMSKI ,! architecMe,p..c. PROJECT SI 1"h PHOTOS ` ;'f -yx` v;,s"a , ?`rte - jJq ! aF ryY ` y �xJ 1'� �. ,{may- K` " - ; _.- + , may, .i. `. ` Aria& • .. c .. — ' h. . ..7'`-'-..-,- .`t_ - .. ,atergot ,Igv _ .. Photo Nine(taken July 1,2015) 9 1 i ‘4400,i'# Photo Ten (taken July 1, 2015) Project Name: Kubetz Residence Job#15-AR005 Page 5of9 1,‘ S7hOMSK1 141-)1' architecture.P c. PROJECT SITE PHOTOS - ,• .:1,‘"I'.. 1,4...4:71:'...' , a..-., , : • .-- . , -or' - '- ,- , .-- ,•,. .. ., - '. . — ' .-•.a.a. .V,-./ ''' .,...s +•., - ____,.._.gowsgOr—"- —.,...........s••''— _ . -...---- I if 111 iptIL : Icv .. ,.. di.1 _.. , . ... _ ., . s. 40:411?- __ .. - 4 , ,/, ..,,,,4_ ,. - . 4:,, .,---,,r,.. --,.. ,-.; ,,c.m.,,„it . ' --,'ne'.-:4..., . - - •'' -'1" --‘"-:-.-*•W '' "'• ''fr''--' - : ' -•••'' ' ' ,.-*' • `. (*0-7• —e,,, --,_ •' .••.;710. - Photo Eleven (taken July 1, 2015) -'.-. ......,, 4.71 / 4,.4 . _ , . . • •:‘,-"-.;. ,... -.4.A, :, ..' ..„.,..;....'..• ." - — .-4, . ,• ,x, -1'4 , - .. • , t• ' `-.. - .{ .. '" •,-.- '..;;;:o-t..4., .':" ' 4411:, '' '' ,---• - imoir. ''''Ikk ' . *•-• '149 16." tr.; • litlo, I • ' -4-4% • . .a, , ... ,. : a. - • -,. ' .',. . 1.."... „ •100":t.,••.k ,.., N ft , .. .,4it ' ...44 mo.:....'I.:,. . * • •. , pc;:l.k.r.',:A . ...." ....- .• 41101,4. ,-. .',.• . ,-T. --,'• '''. '.•• t,.r.k.-0.144, ' ".W.: - t - . — ' ' -• • ' '. 4V*Irt...is, .'t. • - ' .. iir.i. t - ..., _. ,,.. .,,, t ettititV, ,‘. ''' i.11'..V74": - ••• .. - . ,. •. . ,. — —. - . , '0.41116011 • , '""t, -- .0.4,44p- .,. '"1"11110,.1001.*r ..: itri. Photo Twelve(taken July 1, 2015) Project Name: Kubetz Residence Job#15-AR005 Page 6 of 9 -451- SI ROMSKI architecture.pc. PROJECT SITE PHOTOS Y -f ,airiot; 0, . ,... ., • . 01000.114#1.11P ., ,,,.- w -� ' -. 4,— Photo Photo Thirteen (taken July 1, 2015) Y , ie 4" i. a :err, t < , , ,;./ T° ,:`R". f.'s , ' ,�4, ' '` a ' ;I Z ... a psi .e T' e • r 1. . \ waw = �' .r ' _ .. ' : ..;,.te. �Ibir,`..r ' ,,, iii ti* t Photo Fourteen (taken July 1, 2015) Project Name: Kubetz Residence Job#15-AR005 Page 7 of 9 i'� 1 SIR(SKI ,� architecture,p.c. PROJECT SI 1"h PHOTOS 4- ' .4. 40.41111;it Y 'r -p r Photo Fifteen (taken July 1, 2015) \' F t V ti5r .sir *; 4 \\ \ 1 I Photo Sixteen (taken July 1, 2015) Project Name: Kubetz Residence Job#15-AR005 Page 8 of 9 i� 1 R c)M S14.1 '� architecture,p.c 1 0 ,I , Q1,;',....,_..._ TEST BORING x• $ ` ` �(. (.f i fVl)v i \ \�oP�NG X000 \ EXIST GRADE= 13.4' / r..., I r I t,� 11° \ BROWN SILTY SAND , 0 00C4 0'1°1 44°C \ 1.P.O.BOX I254 JAMESPORT,NY 11947 -' I \ ' PHONE(63I)779-2832 FAX(63I)779-2833 ELEVATION HIGH WATER MARK 06/23/2015 = 1.2' s \ PALE BROWN FINE SAND A ELEVATION LOWER LOW WATER MARK 06/23/2015 = -1.4' I, WATER DEPTHS SI-IOWN IN INCHES ARE REFERENCED TO o : /' LOW WATER BEING AT (0.0") ' t- PROPERTY INFORMATION PERCENTAGE OF LOT COVERAGE OVER NON-WETLANDS AREA: \ LOT AREA: 35,821 SQUARE FEET PATIO - 325 S.F. \ Y BRICK WALKWAY - 116 S.F. -zs 1p5 \ t S.C.T.F{;i: 1000-127-06-10 x ZONING: RESIDENCE RA-80 BARN - 609 S.F. -1.4 CREEK BOTTOM IS 2' TO 3' (14') LOCATION: NG cTFI OAKWOOD DRIVE, BUILDING FOOTPRINT - 1,940 S.F. • OF MUCK LAUREL. NY DRIVEWAY - N/A 14x -2.2 12'-4' `1 ' 2,993 S.F. / 34,200 S.F. X 1001= 8.751 •` ., (1-1"-)x \ IMPERVIOUS SURFACE AREA: ' 3\�\ o",k= Ord -1 4 x-2.2 • PATIO - 328 S.F. LS N 61 s o'',.D.i> ►- \ S10" \ .• 14/0/111$0140 0 s c. \ o° �s95-,., x-1.9 ( ) \ BRICK WALKWAY - 116 S.F. n� ALL j,I 19 BARN - 609 S.F. 1"' A5 AL \ °� \\ �';,`\ ''N. S!?�i9 \'. O (6") syo� \ 0 3 BUILDING FOOTPRINT - 1,940 S.F. LA 140 6'00-,8 pc-, \ \‘, • • 1.�.• � SN: WATER IN PALE BROWN FINE SAND • .,, ` . �0 \ R DRIVEWAY - N/A D 0,2-. 7.s\ : rr 3, �ar7.� 2,9% S.F. / 35,821 S.F. X WM= 8.35% 0 41) 'o ��� °�. ��" poCK OT ,� .. 9 T „ ��,, ,� V �'', PROPOS BX,��NG \ 17-0 \ Proposed New Construction NUMBER OF PROPOSED BEDROOMS: 3 I' ,04....t.:\..,:\•„\ o \\ \\0 \%.� �--��m. SANITARY SYSTEM DESIGNED FOR UP TO FOUR BEDROOMS `�\ •\ \ '`‘���-,-o -1.4 WATER ENCOUNTERED AT 12'-4' (ELEV. 1.0') BELOW SURFACE • for: 1,j ,�_ //30 4' laa •N� \\ \\ \ \\A. `\\\ `N`•,, `\ �� \\TOA BORING BY: MCDONALD GEOSCIENCE k? rr\ c_' ' •,,; \ \ \ \\ 7.x \\ \\ `\'.�,= • \\ 000 TAKEN ON: AUGUST 10, 2015 @ 12:15 PM 1 r4 EXISTING BARN �, litti: OD'''>,- `\ e', Mr. aridMrs. 6 ri FsEq I. ` `\ \ • \\ \\ \` "W \ \ \ • \ \\ \ I x x �j 1 I Sok \ \ \ \ \ "W ' \ ,11\\ \ \ e t2 15_3 \ �*�,�\ 4 2` \ :\ \\\ '•• *� a x 1t. 14.3 1 oNC W WALK 'V' . i��.e�. : 7.4 '1i -(-y, NCS ir. llW / X i i i x� ti V'. \ • i \\ ���a \ 1I "(..D• cn N• 45.:* ` 112.6 121 ' \ A�� �` °.\� \ J 1 \'\ e //' E��' • i OULINE OF IXITING 1 / � .�`��� \ \ �\ qo' 2� ° ' HOUSE TO BE \\ x 1_1/2 , \. a ��b�\`'\ \\ I \ oa \ .`�oa PROPOSED GRAQE I.E.= 12.9 PROPOSED GRADE I.E.= 13.6 PROPOSED GRADE I.E.= °® 'rr ../ 1 i \ / I RAINWAT ::\ y •• v'. rQg E. x 15.8 8' DIAMETER 1250G D1rf10LISIIED '� �_S' I i BASIN coN� J o : f� G \o x 2 \ \ \ `'•V•• .\ N �\,r( X 14 4 1 1 \ �� e I // OX• \\ \\ `\ 7.1 x\ R ` \\ �G `\ \\ �\a \ - • \.•• P ` *16 „) 8 DIAMETER SEPTIC TANK \ 6 pPPR \ y :. 3.o \\ II. •. s , • 4 : ► il .�\ \\\ %11 LEACHING POOL \ ' ,��� / -- \� I I 1\\ SAO oo\#EO \\\ `\ `\`\ \\\\ r``\\4.9 \\\ C \ �A �`` 1.4 7 ► • t O? e X 15.2 ' , \ \\ `\ I ....„\---- `\ • .\\� v \ / N\',81 MIN. I/4 101 MIN- T \ \ \ -I` :\_cep <\\ lb 1 1 1 - o • \ 1 \ L \ \ :\a (�. s o 0 0 ir V.'.` •\, Ali,, �No 2s• I - ----,t 1S. �� NEW 1940 SOFT SING ' \ N , I \ \ : \ i 1 1 • ��N.o' \ `\\\ v \ \moi i f � \ \\ �\ \ \;5 in in Tn • '\",:;* '' e: \ -- e )). _. STORY NOME \\ N. \\ \ \\ \\ \\ • \°� \\ 0.3'\< x ° 4 le • . lo•z• "� x LEACHING POOL \• \ y �w0 , Ilk �'' x \\i \ .\ J1 )< vs, 12.7 ; ` i P\S�O �� ++\t X ►. \\ • \\ \\ ` -14 RAIN WATER CATCH BASIN - A RAIN WATER CATCH BASIN - B RAIN WATER CATCH BASIN - C North Oakwood Drive `� Laurel New York (\ \ O r++.\\ 10.5 ,TR., ! • Y S-0 8-0 81-0' \ ',3i \ \ ��\\ , / `4i \ /\��'� ,. \ F.iL,jZ•Q +-+ + + + , , • BRICK PA-60 TO \\ . \ \\ �o\� \\ \ ' \ \ \ ++ + + + + + I+ h �\•\� • cp-,A o 1i S.C.T.M.#I000-I27-06-IO • ••• .., i, ., , , ,.,..i2, , ‘ e /��1 O e , +++ IPAT0.13.75t + i \ I W 70 6 '1`� \ \ !p ti ° v •ANsION Pool , �6 v-- + . + + 1+ + + + oJo \ \ `\ `.s ` \ , \ 4. �; REVISIONS e. P \ \ / • ? • + + + \ , ,. OUTDOOR Pa�10 6 3 O' = 1 = �J� 0 s� J \ G \ ` 1.1�p WATER IN PALE BROWN FINE SAND 1.0 WATER IN PALE BROWN FINE SAND 1.0 WATER IN PALE BROWN FINE SAND 1.0 N \ I \ �\ \t^ _ _ _ _ _ _ _ - _ _ _ O IO-2-I S REVISED AS PER ,i.3 J + + + + \ \ 1 \ \ 'X \ N \ • • X R / �`' " 1 0.1 . '••e Epee 4) + *+ i'+++++++++ \ �\ �o \ f I NYSDEC COMMENTS • 1 Yg...!Oj�• r.. * , a ''\ \- ' \ \ \ y�' \\ . O 10-7-I S ADDITIONAL •' `!'o + + + •r + i+ 1 ala \ \\� / 1 \ li 2 : •X \•\ ra • '�• /• 0T ,„+„4.,,.*,„+ + �'� � ,,,+,,.' + PA710,6,Q �q (D\C\ / \'• sA3 \\ DRAINAGE INFO ADDED " \'''/A p"f `\ •� e ) 13.1 X ' J ••,.• _ ' 9.4 1 1i 1 a \\ \\ , \\ '�, \\ `m /F 13.9 + + + 4 +/+ + +1+ ^.�0 10. ' X- I'FF" \ f e. °t"'‘.- \ "A ,' + + + + + + + ,•vji ') + + BELOW GRADE ��� i I �� \ \ \\ �Z• \\\ e CATCH BASIN SECTION Scale: 1/4" = 11-0" . y ,1� + + + + + + ....•• + + p + - BRICK PATIO6 BE '•� \ M / ,' ++++++++..•s'•+ + /+ + + + + + + + BA,SEMENT PATIO �' 1 I \ \ \ /'�1 10 , � e''. ,/ EO ��1\C •• 'RfiiaYWATLR CATH' + + +•++/-7-'-+ + + + +` 10.0 I \ \ \ ••+r `\ \ (�-A O S, R �5 . + +,�+++ + + = +;+++++++ + \\ �\\ `\\ SEPTIC TANK B SN WI•H GI•+•+ 7.1 III TYPICAL LEACHING POOL Y+0� • LI $l. • + + + + + + + +, + 4 + + + + + + + + + + �\ \: \ ,LL NO SCALE NO SCALE • •e •, • -'? X+ + ,�- 7.7 v�`\ 1 ALL PRECAST CONCRETE TO MEET THE ALL PRECAST CONCRETE TO MEET THE (<O • •'X • _'_ ++',.%.,- •, ++++++++'++ PROPQ5ED CONTOUR "-----•;••�•�'�-/ x `\ `\ ♦•' • "• `\\ \� 000 FOLLOWING SPECIFICATIONS: FOLLOWING SPECIFICATIONS: • • e /, t +++ + ++ +F+. + CHANGE - - i'� \ \\ \\ `. ,QV�Q � 1 pc) .. • • y • 1t • , +•,;_/•+++ + + \\ - %'T� . --.••••••---:::;... ,• x8.3 - \\ \\ • Q\p�\_;,+ 1,0 �1� CONCRETE: CONCRETE: , • TEST HOLE � ' •�• s q�1 •✓ STRENGTH = 4000psi. @ 28 DAYS STRENGTH = 4000psi. @ 28 DAYS\ [1 O :: 2 _ \•,. o' , 14.7 LOCATION / ,/'• ! CEMENT ASTM G -150 CEMENT = ASTM C -150 .' I 1�w 0.7 \ • \ (13.4') / . +/ / /, XI--., • \. • \ \ AGGREGATES PURE, POTABLE ASTM C-33 AGGREGATES =WATER PURE,SMC-33 3PO3ABLE 0 ,� \e / `\ 13.4 / / % /// 8.4 X / 6' ER O ii X .1),_ 4 \\ \ %/ /' %'/ / REINFORCING STEEL: z REINFORCING STEEL: • f - - REBARS: ASTM A-615, GRADE 40 REBARS: ASTM A-615, GRADE 40 r,`. ! i / i i / ,' WELDED WIRE FABRIC: ASTM A-165 WELDED WIRE FABRIC: PSTN A-165 O �: // i\\ 1 i /I/1 i 1 A 9 X s.7 // ,/ ' 1. �' . \ I LOT;1 N %/, X 7.8 SURVEY INFORMATION TAKEN FROM SURVEY F.F.= 17.011, CAST IRON ?r \\ 1 1 f DONE BY: NATHAN TAFT CORWIN III LAND SURVEYOR COVER TO GRADE _ ' a `• ° ' 1 ti i �gN• --8 DATED: JUNE 23, 2015 USE 4' DIAMETER APPROVED . '••' St I 1• HIGHEST PROPOSED z SEWER PIPE TI-I000NOUT AT LOWEST PROPOSED . NC) ,v.�:b \ ' i / i 8.0 -_ - - _____- GRADE - 15.0' GRADE = 15.4' �� I/FY PFR F(X)T SIOPF PRECAST CONC.\ L PRECAST CONC. `' GRADE = 13.75' �O x 1 1 / (TYPICAL) (TYPICAL) 0 O 2 1 9 , �, 48CAST 14'-0" o �� \ / \ l \1 \\ \\ 1\ 10.2 \ �E \ 1 O \ (�- f,- (�{ �7 -, •• x L0 IRON V.I.F. I.E.= , _� `� V V l I� I.E.= J � V ® r O e :. g�P�\,S of 10 0/� HOUSE 13-0 _ - TRAP `9 ;,- 1 `s LE. I.E. I I ®® 12.0' I I fr-1® o ��.•_. D 12•b V U 12.01 I��713 :77:.. •,\ • P . ; i N/S�IAN " - \ \ a �I ® ® 4" CROSSOVER PIP �I I i� 31 0" M1N. 14 SEAL, IAN 1 USE 4 DIAMETER / k s ,h . ,a ',,, APPROVED SEWER z 1 ®® I iss r ISI E A e •• • •• _ 15.7 e Qe 20 •` PIP PER FOOT T AT 1500 GALLON SEPTIC TANK �) ® \. �� t k • r Q U STORMWATER RE ELATION CALCULATION 11.1- ��2.0;c%),\9‘..p2:0, ROUND TANK 1 .^;r i ,15.3 9 MINIMUM SLOPE A7 ( ) ® \ G %� •ti. �. \ s C7 BASED ON 2 RAINFALL CONTAINMENT :;, INLET. CCAAJEGT TO a I ,+ R.,. 1 e p IMPERVIOUS SURFACE - 2993 S.F. IXISTING CAST IRONw a 2,993 S.F. X .166 FEET = 4% CUBIC FEET LLi•0 . OUTLET FROM `� \ , t ASP \\s_ #• 0 o CONTAINMENT REQUIRED: HOUSE N 1 ",.c„,,,,,,,, .,,,,,,,,),. �L, w wit/Elie/Ay ,..i9. 4% Cra to .F./ 42 C.F.(PER LINEAR FEET OF 8' DIA. RING) = 12 FEET OF COMBINED DEPTH w Qp� g - ► #` q ®� CONTAINMENT PROVIDED: '771 a ��_ ^, • " o 00. (3) 8' DIA X 5 FEET DEEP STORM RINGS 0 3 =0(Y `+ \ *. 81-0" DIA. I 8'-0' DIA. I_ < 8'-0' DIA. > 80 MI fi in BACKFILL MATERIAL �, WATER TABLE ',. Copyright 2015.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 �e�� BACKFILL MATERIAL AND REPLACE WITH CLEAN - design;n its entirety or any portion thereof.Unauthorized N• TO BE CLEAN SAND alteration of these documents is a violation of the New York O SAND AS REQUIRED. State Education Law.These drawings and specifications are /� ^�`( T ,14 an instrument of service and are the property of the Architect. D) M _ia.1\L Dr These drawings and specifications are not to be used on any O(b' O Q- O O9 other project,except by written permission of the Architect. a 0a A7 ev YYY " 1 " PROJECT NO. I5-AR005 � � PPoX \CO �� © SEPTIC SYSTEM SEGTII�I Scale: I/4 = i-0 O �l�\y • Y ® SCALE AS SHOVVI\I DATE 3/24/15 4 'Sc\' w I. e DRAWN BY TLD/RS CHECKED BY RS TITLE ,: NEW AND OLD DOCK BOUNDARY a, y 10'-0' IO'-0" 10'-0" 8' Proposed Y PROPOSED SITE Scale: i'=2o'-0' / / / �' ; a p EDGE OF BRUSH CONCRETE BLOCK I t EW PILLAR - Site Plan a / WALKWAY WITH BRICK _ 4, PAVERS I / --•,.....„.--,,,,,,. 1EW ADDITION 14,.._,........._. s _ MOOD DOCK (10') N /�- TOP OF DOCK `.•..,., ... NEH! PILLAR 1 EXISTING WOOD _ \ _ ` :. 0 DOCK (10') 1 it _7_ _ 0 1 NEW FLOATING DOCK SHEET ; EDGE OF WETLANDS �; `�' `n - - - _ CNA N \ MEAN HIGH WATER i ELEVATION: 0'-0' I l I I I I I I 1 I�J-I _I- I_.- I I -I v I I _ I 1 I I 1 I I L I T1/4.NN. `,., ..\'' . --„---.........--... .,..... S © PROPOSED FIXED AND FLOATING DOCK SECTION Scale: /4" = I'-o" N To -- l - MEAN LOW WATER • F, 0- FOR SUFFOLK COUNTY ice' OF F TH SERVICES Al R/AL SIAM ss