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HomeMy WebLinkAbout1000-118.-4-1 OFFICE LOCATION: �O��q so , 01 MAILING ADDRESS: Town Hall Annex P O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 OIyC�(I Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM - TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: December 6, 2017 Re: LWRP Coastal Consistency Review for 7325 NASSAU POINT ROAD, LLC, c/o JEFFREY ABRAMS SCTM# 1000-118-4-1 The Zoning Board of Appeals granted a variance (7003) for the action on December 15, 2016. Creative Environmental Design on behalf of 7325 NASSAU POINT ROAD, LLC, c/o JEFFREY ABRAMS requests a Wetland Permit to stabilize the bluff by creating less of a grade pitch on the slope in order to allow for better erosion control; install three (3) to four (4) rows of staked Coir Logs along each of the northerly and southerly sides of bluff; place 60 cubic yards of sandy loam throughout the slope; install jute matting and vegetate disturbed areas using Cape American beach grass planted 6/8" on center. Located: 7325 Nassau Point Road, Cutchogue SCTM# 1000-118-4- 1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy _ Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. Note that his property suffered erosion damage and structural loss due to Tropical Storm Sandy. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. - - -- - •puey Aq euop IIH -sseJE) 4oeeS ueo�awb adeO 44Ma;e;a&an 'ueid jad se sBo-I moo pmts jo uo4ellRsul 'la4uoo uoisaa- Ja4aq JC4 MOIR o;adois uo 40Pd opeiB ssai Bugeam Aq Mniq Buz srxe jo Bumnge;s :IIonmJO loam Pulp=qW :UOUWUnM`asaaaq`Irnozddu Vumcl (a) (Apisgns.` mol`juw2.8•a)aoIIn%m Isio=Mj (q) ❑ (IIOilonsaejl pIIel`aoil2up=jd`aogonwuoo. ❑ leltdso•S•a)fouaft trnnol,Agip IIaTqjaptm IIogad (e) :(asaodsoi ow!jdojdde 3loago)IIOU=Aouafe ploq}noS3o umod,3o AioSma •j �® saa;s JLJO P-mog El �daQ�urpjmg n P"011 sumumd El PMM ue&oZ :(osaodsw aw!ldo- )joago)o;ponpugns u--oq seq uoq. u3odd oiLL xroxa T S /dgum7 SOd02I ALIS,IQ xoLrQ 'S S. 2I3 tib Z agl Pm saustgg I�oi 1p `laa�aQ�Id atp `ao� (laW3VVojq�i '�oWlo�os)alisga*A s plotpnoS 3o ttnAo,L agl attl to aigoPeng si d2i�A'I aql�o Adoo u;)) Wun oq lou hags lT`saotliDUOO PUB spmp�Aogw dum'i atg spina; lotttteo IIoipe IIs 3I 's3g3 -nou puumho q;oq ugsq , m poun4 aq m.taessag gaua qs •nanl "!Am Amolsisaoo aql m pauMuoo suo, • puu spmspums Aogod dZA j asp Jo luataanatgos aig paqp Iii IIoiloe posodoid atp uatp `uou, ccs"u PaIaAASQE ST IIJTO� Slid Qo IIO. mS IIT uopsonb Auv 31 umo,L Plo4poS 3o 1W touT tpt" um lomm otp uoan spmHo OMAPC PUV lmgauaq l is SP Ol s¢ 'PalEn aq IjiM IIOgo� d •urnAojd IIO1l8ZtILlIAa2t luoj3lWtA iswi PlotpnoS 3o umo,L agl . pamejuoa Aogod q=3o saoq wgdxa puv sopgW `wq uompe Toum ldtaaxa asp mainaj pinogs 3 sial jo mim ajd asp `3 uono2S ai saopsattb agl �mjanastte ajo3ag .Z •na.V p cnmg uvzso c9 lnjsnoO aql uni&t pmol lou sjtuuad lntlajstutut daylo Puv sjtuuad Sutplmg Sutpnloui suotpn jdutaxa .toutut jdaoxg* •Aou immoo jo UOUMMa;ap s ftup to to Aouafe plotpnoS 3o umo,L E Aq posn uogamopn jaglo lIIataalddns of paptBaltn st luamssasse sial, -nam eaaiea-d AOUMS saoo luo4alnM PlotpnoS 3o IInaO,L asp of pafgns=vnp suogae Pasodoid jo3 dV33 sial apidtuoo Begs `samuag8 plotgnoS 3o umol, Saipnloui *sl!miad jo3 s:gmgddo lid 'I pleog Swuue;- SAIOI.L-)fjRj4xI `d unoi P1041"S L l O ZT 0 :l�n 1 lARIO�i.LN�r1iSSdSS�1�I�I�.LSISl�t00 d2iM'I PloipnoS 3o abo.L p! j umm ORMA two My",q JLOv'I; Bouuj Bo-ji.q! of 41101!Ecall rJ, JOCUJ jjf)LIJE-!GGl UUCI 11R� j_()jvjYj ltr'peiir' V TV" "PVT CO'BlOr pr, rr!,q�q T,,, pj.%Ei) Luwu^ mjq Ou jPW pavi le Us mm! at jr; ' 1,11 q're-, bLobo"'cq ricifoli ligi ­Lbplvqp.. '.r2' it f o T, r c)3 1'•.q ps UX 10m, q 21qpq.,' J-oc"q 3ajn?2U1rjj q UrC nf Uic b c. o C,if, f�'A! W, f A LN L!I.c q jpm a'., 1'P I j)6 Q RTT'C_)Vl� Location of action: 7 39S 14• Lt4204uie. Site acreage: 1��� Present land use: 195:An ` Present zoning classification: _►-� 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: legiy=u �J- Vel -&.rals (b) Mailing address: Xan Lwk A- -7 I,-), 13 (c) Telephone number. Area Code (d) Application number,if any: Will the action be directly undertaken,require fimding,or approval by a state or federal agency? Yes ❑ No R2/ If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation 7Yeea.s ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LMW Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No *,Not Applicable 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 Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Sectio 51M—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable 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 V Yes ❑ No ❑Not Applicable ,!L—yeA r,q 044A-- 3- UAVfi } Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Signific t Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 throu 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LVVRP Section III — policies Pages 32 through 34 for evaluation criteria. Yes ❑ No[] Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. F]Yes 1:1 No l ot Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ WE] ] N Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent asses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes F1No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic t?Yes ryand Town waters. See LWRP Section M—PeLteies; Pasty 57 through 62 for evaluation criteria. ❑ No ❑ Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands-in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for ev-al ation criteria ❑Yes ❑ No Not Applicable 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 [4 Not Applicable PREPARED BY TITLg- DATE 11 -6-17 ,�� 4♦ ty �5�� PIP Jj, j 0.2 aw 1 . r IN i- •..i iii PAP, IIIJ �Ik W'� NEED ,•�. -;a� � q fir,, � � fad�i���!Ir•'::,rl':'.�*' *s.A:•�.ti1R="2�c� ; .:F-• .1" __ \� p _ J ---——-- �:.� _r.Li�; I I I I I I i 1 I N I SEE SEC,,, \ IMTCN—_ZZ-- UNE --- !W_ 11.1 V _ S ti 1e P�O . w 10 SOUTHOW 190 A •,10.1 N ( t\ ,.iµ4• •• P'p p E xaNq i 41 I j ai A p I � I \ j "N' -O I I I I l I _I I 1 1 E e~,. —�— •� all _ _ __ __ NOTICE COUNTY OF SUFFOLK © K aaun,o n SECTIO,NO E ------ ---� _O - �- --•-- --�-- _ '"�"�^^^"�•�`""""""`� Real Property Tax Service Agency I, ,. Ile ;;�_n y.'�',-.-'�''+.i�v"a' = s-_ ,.'.�::.::-"-'�'_�'.�S�4'=---- _==-.^5:.=:.�•w_,i-�- my-=---- �:'v-..-: -_�,::�tin:�A:._.ecs�.;E..,.:;_=i.�„ a � ,r w -�__ -�`'t.:vi 5:.4•'.t -•q'^Y'�.�:i,t�`��•y-� _ _ ,-1i �.t':-t; :}�''.°°.'"'°"e' .:v.�� �:u5" Ww::�'1' ``."`i+t�..::: . 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',' /� ,. ]+} /S�~ _ ^' � + � C) � - j is 1 � `. �� l�fls TOP OF EXISTING GRADE LOT COVERAGE TABLE DRAINAGE CALCULATIONS CAST IRON FRAME AND COVER TO SITE AREA TOTAL: 41,8(7 sf AREA OF RESIDENCE (DW-Al SCTM # 1000-118-4.1 GRADE (AS REQUIRED) DRY WELL AREA x RAINFALL x RUNOFF FACTOR > N o TRAFFIC SLAB (SEE (DW-A) 1,104 5F x (2/12 FT) x 1.0 = 284 CU. FT. PROPERTY: 7325 Nassau Point Rd CLANS FOR LOCATIONS) STRUCTURES EX15TING PERCENTAGE PROPOSED PERGENTA6E USE, (2) 8' ADDRESS Cutchogue, NY 11935 DIAMETER x 6' HIGH POOL C HOUSE: 2,5107 5f 5.51% 2,2g1 5f 5.4 190 (2) & X 65TORM DRAIN RING = 506:01 GU. FT. PROVIDED REQUIRED OWNER: Jeff and Jaime Abrams SHEDS: 20'7 sf 0.509'0 207 5f 0.50% 5ob.Q C . FT. > 284 CU. FT. 230 West 78 th Street, 12 A PORCH: 0 Sf 096 780 sf 1.8790 New York, NY 10024 __A WIRE FENCE W/ pECK5/5TAIR5: cf'57 5f 2.2490 852 sf 2.05% AREA OF RESIDENCE (DW-B) SITE: 41,817.6 SF = 0.96 AC FILTER CLOTH TERRACE: O Sf 0% 2,545 Sf 5.60% DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DA-B) 1,581 SF x (2/12 FT.) x 1.0 = 265 GU. PT. ZONING: R-40 DRAINAGE- BASIN FOR POOL: 0 sf 090 SOO 5f I.g290 SIZES SEE SITE PLANS FILTER CLOTH MIN. b" SURFACE U5Ei (2) 8 DIAMETER x 4 HIGH POOL ' d ® � ® ® I� ® �I �! DRAINAGE TOTAL: 5,451 sf a.25% 7,285 sf 17.4190 (2) & X 4' STORM DRAIN RING = 331.8 CU. FT. SURVEYOR: KENNETH M WOYCHUCK O 3 min ® � ® > BELOW GRADE FLOA PROVIDED REQUIRED LAND SURVEYING z p �t�J -. BACKFILL MATERIAL 3D"7,0 GU. 1-T. > 266; CU. TT. PO BOX 1�3 Q ZO IL 2 ® ED ® S ® ® TO BE GLEAN SAND ' \\ ,� ,��'� u- \ AQUEBOGUE, NY 11931 Z CE CR ® ® ® ® ® ® AND GRAVEL /� �' LICENSE #050882 •� ® ® CE S F3 � EK ED ED /� �� /, ,/ AREA OF DRIVEWAY (DW-C) DATED 07-25-16 W U TEMPORARY STORM WATER DRY WELL AREA x RAINFALL x RUNOFF FACTOR ELEVATIONS ARE REFERENCED Z (DW-G) 2,5016 SF x (2/12 FT) x 0A = 38q GU. FT. ry RUNOFF CONTROL MEASURE USE: (2) 8' DIAMETER x 8' HIGH POOL TO N.A.V.D. 1989 DATUM ~ GROUND WATER (2) 8' X 8' STORM DRAIN RING = 615.6 GU. FT. LL _0 EROSION & SEDIMENT CONTROL DETAILS PROVIDED REQUIRED PERMANENT STORM WATER 'RA NO SCALE 6'75.6 GU. FT. > 380i GU. FT. 11 A11111h, rk 0 M APR 0 PUO3CAn""aaa Z RUNOFF CONTROL MEASURE AREA OF DRIVEWAY (DW-D) O STORM DRAINAGE RING TYPICAL DRY NELL AREA x RAINFALL x RUNOFF FACTOR Mud . /a / 1 V (DW-D) 2,166 SF x (2/12 FT) x 0.01 = 325 GU. FT. � /� USE: (2) 8' DIAMETER x 4' HIGH POOL ° '``"� Q Creek cove• NO SCALE (2) 8' X 4' STORM DRAIN RING = 337.8 GU. FT. PROVIDED REQUIRED 537.8 GU. FT. > 325 CU. FT. o-� �% .` CL C� NEIGHBORING RESIDENCE �% %f���'/ ///' N/O/F QTc MECHANICAL EQUIPMf`NT FOR RESIDENCE RJJ Properties LLC p . �` r / Z Z C/O Richard A Horstmann ua,e r TEMPORARY STORM (NATER RUNOFF CONTROL ic Bay / 7225 NaSSOU Pont Rd reccnlcBey� MEASURE PROPOSED SILT FENCE DURING 1000-111-15-12 SFEE 51 TE � %` /%` � � �^� Z � j O CONSTRUCTION ,�, NEW RETAINING WALL5 SCE ENLAR(5EMEN,T � j/', / p1 i�_.W UNDERGROUND ELCGTRIG ENLARGED SITE PLAN / s W AND UTILITY LINE CRANI Nr---P 4 PROPOSED NEW UNDERGROUND ORYWELL5 FOR 5TORMWATERco RUNOFF FROM BUILDING 5TRUCTURES ,f . . EXISTING HOUSE TOJ W Q NEW DRAIN CONNECTED TO NEW BE DEMOL15HED / i Z DRYWELL LOCATION DF tZASTING SANITARY + /�� L 0 a '�i'f /r ��//i' , /1': �//'r N SYSTEM TO BE ABANDONED - FILLED _ . - 1 0 � M IN OR REMOVED A5 REQUIRED �•..� �"""'�� ' 1 Y i LIMITS OF CLEARING AND LAND NEW RETAINING WALLS SEE 2 24 26f 28 �.=r�`� f LINE OF EXISTING BULKHEAD 'f D 15TURBAGE +/-20,900 5F 20 ? , + , C1S1� ; I"- tA 0 ENLARGED POOL PLAN m �'! EXISTING UTILITY POLE IRLOG �. EXISTING OVERHEAD �rn _ _ LITTLE TEST HOLE ELECTRIC AND UTILITY LINES _ Hwy__ +r'' A ,ti O. ttA 1 '� PROPOSED NEW ��` •- + UNDERGROUND WATER LIN_ .� l� ``• '�� �'' PECQNIC NO SCALE BY K. WOYCHU LS EXISTING UTILITY POLE _ --- v A - -'r tb 1 i K K > , j• "- PROPOSED POOL � "`"" __ r p - 1 l�t� �„ r, � EXISTING WATER METER EQUIPMENT � "- _ . ; P r + ` `. { ��.;'� 6 ' '�' E ; d BAYTEST HOLE DATA 7/20116 ELEV. + 15.5 POSE RY r y1. _ __--- ? J a D W�LL G c T - 501 5 G •� BROWN SANDY LOAM OL NEW Tl= RAGE 0.4 FT. R UIP •: DOL EO UIP h i - - T MPORARY STORM NATER „ � 1-•PtL� A :':: :`;� '� .70 .►- E OR W TE QQ o .,.�----A + D 'f �ZJNorr CONTROL MEASURE 5E t •- >,I E i 2 E9 NZW O 5 N p�zOP BROWN AND it SDI STO:K � L 1 - OPOS-D SILT N R E L FENCE I f � DU hG .s, L--- \D A TE R GE .- PILE AREA e Li.:. %y. :,'�a ! 13ONSTR OTION 2.5 FT. BROWN LOAMY SAND SM Q Z. 'f P c .. i, . ,',, L� NEIN PODS , :: :�::8�� Y '5�,:;:•:_:::. < ?` to Q• M 4x8 -- - s ;•. BROWN FINE , i . •CJ x40 �:.::...:.�.' n.: ,, .= .� y q f ,.7 FT. CLAYEY SAND SC ^ , 1. V 2 N _ TEST r • ,;� •nr� � 1 _ a E XI T _ 5 IN UI G $ LDI R a NG STRUCTURE 5 � GTU E .ice. H•I - - 5 EL 15. �::TOET�Ii,. •. CK ,�., Gf y • \. \ �. 14.7 FT. PALE MEDIUM SAND SP Z :-•:c•: :`� A� • I ,. EXISTING BEACH STAIRS , , ty- I Z LL , t , A r' �. 4 ri r; r, I 'i x , r W b b c � w A. FD I `A Z r o G T 1� WATER IN - b N N 5 , 00 a E - - -����: � �l �,,:,� ; i PALE MEDIUM SAND SP 1=X15 a NG _ `1; - L_- �" 0 7 W. N = .......... j i.y. A I A51�+�ALT PRO. ANE TANK ,� / - �, w ,- ...........• SL ; . ' BEACH 1 t� COMMENTS: WATER ENCOUNTERED 17RCVN.AY ATE UNDERGROUND `�- NEW ? �,/ Y r ;� • Q F-• c� , , � cQ 14.7 BELOW SURFACE, ELEV 0.8 :: :: 75 +� AP l T I 1 :,:' I n ij I z P F _ _ t r - PARK#N„� ��� c.., ;: 51- AREA - JE11'� _ _ T t I � r ! -_ ,jam f C W 8 ` AS71"Al-T { t� ---- \\ NA SAU '- LIAV\ p r , �rlr. ti., t , - FPONT' FROP05ED COI RLOG5 oNT YA P INT s t A EXP LP i `` ..,- G _ , .--� _�. �s �fJFF 1j) 15 G I ► \ _J=H� 4 = 20 TOP OF BLUFF lb �EXI5TING PEACH .� AIRS ND STAGING OF CONSTRUCTION EQUIPM N AN h N- I ' A E , � ' -� EXISTING DECK REDUCE O RUNNING MACHINES WITHIN 25 FEET OF TOP O,BANK. d - u -- N ..• •"" I.x8. EXl5TING PILES TO NO EOUIPMENT TO BE 5TORED OR RUN FOR LONG - l - i11 A � REMAIN IN PLACE PERIOD5 OF TIME WITHIN 40 FEET OF THE BANK. JI , _V Q m Ix - - PROPOSED NEW UNDERGROUND 7t ' EXISTING DRIVEWAY TO REMAIN TEMPORARY STORM WATER RUNOFF r ,.. . . . , ,,, . . ., , .r'•" CONTROL - SURE PROPOSED SILT +p! DRYWELL W'TH METAL INLET 4ND ENLARGED A5 SHOWN . , %,. ,�,,.; u� •00 ,QD W EXISTING SHED GRATE FOR 5TORMWATER FENCE DURING CONSTRUCTION 'AREA,1"O BE'RE VEGETATED,WITH J PROJECT NO: 7IR 14 SSZ RUND�I' FROM DRIVEWAY PRD�'051=D NEA t�NDCRGRDUND PROPOSED NEW UNDERGRO`JND DRYW=LLS %/ - .'i,, 1605 p SURFACE TYPICAL DRYWELL WITH METAL INLET GRATE FOR STORMWATER RUNOFF FROM CAPE AMERICAN BEACH GRA55'AT) 0 � X }-- _J, 11.1 FOR STORMWATF-k RUNOFF FROM BUILDING STRUCTLRES TYPICAL » ,'- %, DRAWN BY: r 0169 O.C.-WITH ER05ION JUTE;;. UT W1,! Z LOCATION OF EXISTING DRYWELL DRIVEWAY SURFA E TYPICAL LIMITS OF CLEARING AND LAND ;t Q TO BE ABANDONED - FILLED IN CHECKED BY: ,(,S � J OR REMOVED AS REQUIRc'DPROPOSEDDISTURBANCE +/-20,0iD0 5F I- STAGING--AREA D PROPOSED NEW SEPTIC SYSTEM --------"`�ONGRETE WASHOUT AREA DATE: 6126/17 FOR. A 5 BEDROOM RESIDENCE - 1500 GAL SEPTIC TAN< (ST) NEIGHBORING RESIDENCE SCALE: - CLEANOUT N o F 1 o. = 20' - 0„ - (2) 8' DIA x 8' HIGH LEACHING POOL (LP) Drews Michael R. Drews Robin S RE5IDENGEe - FUTURE LOCATION FOR (1) S' DIA x 8' 7425 Nassau Paint Rd SHEET TITLE: FIRST FLR EL 25.86 FT HIGH LEACHING POOL (EXP) 1000-1 18-4-2 _ ---- ""' GARAGE FLR ELEV +15.'1 GRADE LINE ELEVATION 15.0 FT CLEANOUT SITE GRADE LINE ELEVATION 115.0 FT. !' MIN. 2' MAX. 1/4"/FT MIN 18"/FT MIN TOP OF POOL 12.45 FT PLAN SEPTIC EAGHIN - VIM TANK IE. +14.0" IE, +12.24' POOL SOT OF POOL PL4,45 FT SCALE: 111 = 20'.0., IE. +12.74' IE. +12.12 GROUND WATER 0.5 FT SHEET NO: 50' MAX 3' MIN SEPTIC PROFILE (N.T.S.) CONSTRUCTION SET