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1000-122.-6-35.7
N 1952 MATT �JUCK9 APPLICANT INFORMATION : DRAWING DRAWING LIST DRAWING TITLE ..�.: .. :. <.:� ..: .,..,.. �..., �•.:'.x.. '�'.a. :,. :FY. :-;y' x .... .. .. z F..:•. � SON APPLICANT NAME....... TERRY WOODI�ULL ..., ,;.. ..3�...- ". '....... 7217 MAIN ROAD LLC . TITLE PAGE � .. t. 6 H I 4 if ADDRESS:.................. 1730 COUNTRY CLUB ®R Al F �. a� L00 R PLANS I : � i` Ik �. . , .CITY--, C T HOUGE . ,. r.�b. �e �. d A2 ELEVATIONS: 1 Nt z. cam_ :'.T -,. - ... '... :s .1 ,m. ....: .. N :,t,' STATE:........................ NEW YORK , � � ... �., , �� � . �,.,�,� � � .. , � t �,?��� � � ��,� :� � C 1 .. a. .. ..F, r s. (y � � STING CONDITIONS PLAN ' te � E EROSION SEDIMENTZIP COD 11935 P CONTROL PLAN V. �W. S 5 . 5 r DEMOLITION 8c REMOVALS PLAN .�.� C4 PROPOSED SITE PLAN w SITE INFORMATION : GRADING �c DRAINAGE NAGE PLA N 7.. <.z 35 a A 9 �.. � ��, k� � a. LIGHTING PLAN . . TOWNSHIP i!�0V 4 Y- ALD � F 8: s . r UTILITY PLAN Y Y F k: LET................ LAUREL E L HAM 1 f 4I i C8 PLANTING PLAN WA r Fe FIRE DISTRICT..... MATTITUCK FD ,w . � � �x G9 IRRIGATION PLAN N 1000 122.00-06.00-035.007 C10 SITE S.C.T.M 0 DETAILS - . C 11 RPZ DETAILS AREA OF SITE...... 80,466 S.F. (1 .847 AC) �.t s a. .;� aOF a' �. ? . . tx t ,.� � � S1 PROPOS n SANITARY PLA � , �� N CURRENT USE..... VACANT .. , ; SANITARY DETAILSPROP SED USE... PROPOSED STORAGE BU r 'k •yin Ar. .v r„, .m. r'... ?�'' s 3 $ ..i. x>�, v.,., , '� � .,� � ...�,. t z,., .,_ ,� .. �s,. >-.. ,. ,�,. � .� „ fir.. .,°. i � _ t � � SANITARY DETAILS 2 r ..eFk. .a cy s •.. �y wg. aY ��'�•���dyrtv �.�yrvy td ��, x' ! ;P i3' �� �d �3`'�y &^` ”' :S W,; � ». .. �;•"' air g.�, z� +•`� �', ..��' �s7.a ,j, . e ,. A. JX PROJECT atf 6 LOCATION 0v6 jj " rRM I T PL A N' FUR 0S TE FOR u Laurel Stone DEVELOPMENT SUPPly RIDS -0 U"'� 0 M 'tv\A'1 E R C 1� A L 0 N T R A C T N0 I STO RA 11r C� 6/12/23 MF AS PER COMMENTS FROM BRIAN CUMMINGS CFD SEPTEM DATE BY DESCRIPTION APPROV. BY � RREVISIONS RECEIVED 7217 MAIN ROAD ESEP 0 5 2923 MATTITUCK NY 11952 SITE DEVELOPMENT FOR COMMERCIAL Southold Town o planning Board CONTRACTING & STORAGE N @ a Sr TITLE PAGE CN o r __J / z L. K. McLEAN ASSOCIATES, P.C. Lr a CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 A 33 n THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS q qa y: MF CFD Scale: AS NOTED Sheet ILIO. CD LOCATION MAP `�ti(` 37 N ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS � � Designed B AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S Q) N.T.S. UNDER THE DIRECTION OF A LICENSED PROFESSIONALENGINEER THE PRO ESSIONALEENGINEER MUST SIGN, SEAL, DATE SUCH ALTERAnONS ARE E AND Drawn By: MF Date: AUGUST 2022 T 1 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE i DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 22064.000 1/1,111,1 _ 011 241 - 011 _ 241 - 011 _ 2zl,1 - 0" 24' _ 011 241 _ YI 241 . 011 I I i i I I 0o Rest Rest j !— Rest Rest Rest Rest -� R0o1p, ROOM Room R0oe1 �- � Room 800111 �- a Office Office Offi^e Office ' Office Office i �Jl J T ) l 3:::.- PreliminaryFloor Plan - North Building 961 _ Yl 2'`x.1 - 011 ---� 241 - /\11 - - --- _ 241 - 011 011 I tl I I I f f n I 0 0 U) 0 _ o — -- — oC rest Best � Rest Rest RQa ROOM f i Rale 800111 0 U U Office office Office ®BICE; DATE BY DESCRIPTION APPROV. BY U REVISIONS i RECEIVED 7217 MAIN ROAD SEP 0 22023 = ;} a MATTITUCK NY 11952 Sout F67FTown "'' ' SITE DEVELOPMENT FOR COMMERCIAL Planning Board CONTRACTING & STORAGE - o � ` � i / � --- - � i J ��a� STYoe � FF FLOOR PLANS f N 0 PreliminaryFloor ]_an - SouthBuilding � � ��� � � � L. K. McLEAN ASSOCIATES P.C. N O O O T ,� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Ln 73 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS F 07Adv /CFD $ /p»= —O» Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Q r \` Designed B 8 O AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R'S Of \� 9 y' M Cale: UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Q N ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE AlQ / PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022 A DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE U) DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 22064.000 IE F1F1 ❑ ❑ F1i ❑ NH L 11711 L Preliminary Front Elevation North Building Preliminary Side Elevation North. Building L1 F1 1 11 F1 Q i'n k Preliminary Front Elevation South Building 0 0 Cn U-) C- 0 C- ZZ 0 U r o O U DATE BY DESCRIPTION APPROV. BY REVISIONS 7217 MAIN ROAD MATTITUCK, NY 11952 E o SITE DEVELOPMENT FOR COMMERCIAL C- RECEIVED CONTRACTING & STORAGE o Preliminary Side Elevation South Building SEP 0 5 2023 V NEW yELEVATIONS sr , Southold Town Planning Board 00 0 L. K. McLEAN ASSOCIATES, P.C. 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS9-099 Sheet No. 0 Q0 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: 1 /8"=1 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS C1\1 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 0- ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE E (1) PROFESSIONAL ENGINEER MUST SIGN. SEAL, DATE AND Drawn By: IVIF Date: AUGUST 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE - DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW A2 SECTION 7209-2). Approved By: RGD File No. 22064.000 1 1 RAI L RL7AD L pNG ISLAND , 30723' ;000 `- - - �- TOPOGRAPHIC SURVEY w OF ,►e" - �"�-�� 3.1.37 1 . 3'18• E - - WOODED X31.9 DESCRIBED PROPERTY N 33°2318' E N 33 2 ... ,.. ��'`-�" � 37.06 nraRrr - � � �t Cp{1 SITUATED AT EASEMENT \ ?0A2 50,41 EAS y_ � NCE li "JEDGE CF WOODS I 3163 ,. x30,61 t e MATTITUCK 6' CHAIN LINK F - 27,94 2z9s - S \ k`� i TOWN OF SOUTHOLD X 29.47 x-�- _ 27,92 3841 TV T X34,26 \ \- MASONRY `._.""._ c'"\` ._ 7 34\:77.31 Y.O6 ; \ ` �'..L 29.00% `: // x2932) 1 x U , MATERIA/ 1 \ �' _ ; �� , FENM°N SUFFOLK COUNTY NEW YORK x L END Y34.8X w�M ✓% /'r as.s9 =4.40 x .y 29.84 / \� 0.,1 LOCK. -94 _ 0 AREA OF PARCEL - 80,466± SQ.FT. OR 1 .847± ACRE of WALL '� In x2957 / x278r - \ l "FENCE [q 32, 30.31 x 29.27 0 ^ X11.41 30.46 316 0.07 9.94 29.78 ('> `V 26'F 29.95 X30.07% 29,98 30.04 W61.95 x ` / CORNER aD.n 29.98 30.02 30.12 TV 31.82 29.49 X/ 28.68 28.31 \ PNCE TW 3211 ✓/ ,29x.48 x \. C7RNER 29.3Zx m /2928 %28,74 %2868 MASONRY MATERIAL 2xo9 ,-1-_._ � \ - [� x 29.35 �' \ ;8 86- 1 x --at 276R x 27.35 _0t1,�/ Z '� 29se / DEBRIS/PALLETS x28.62 / �, (��) a� \ %27.48 r � `V ji �� O ti 29.00 28.72 2798 I 29A6 x F� 29.12 .x 28.45 28.54 ! \� x 28.26 ,j _ �' ; `'4(r' NOTES 29.34 --_- 2709ZZ) x % �X x29.29 W Q / 5 28.05 , ,\ r 2735 ; , 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. / Q m xz8.6s x28.oe - _ / I \ / / I 2 / ' 1 ' r P. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, MASONRY MATERIALS n / 26.38 / :2781 / 28.93x t.V 29--6-& _' x28.20 28.05 x28.48xi / I A v Z Z 28, LONG ISLAND ZONE. 29.00 __-_ __..__ I \\ I j vl W x29.34 (\\ % ,97 x ���521 x N/F 3. ELEVATIONS REFERENCE NA VD 1988(GEOID 12A). /" FEIJCE - x 29.09/ tU -27, \ h»a��E•'=•a MATT MED L L C / x29.89 0\ U �m4J^� � \ � ' I � DEBRIS � � / a� x28.69 �.I �� 2779 �- � Y Y T FENCE 'Y '%� 2A.39x2A.02 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED � LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE 2799 x � /2851 je-� As2, -,_,2B•4B.xl�- V MASONRY MATERIALS ' I �,�, x3,,25 x NEW YORK STATE EDUCATION LAW. x t- q Q I \ I x1.93 " -\ \ 1 x 2As9 (� . MASONRY MATERIALS x28.64 _: " �"'�2797 32'117 J /IO f"'�.` i� 1 ZB.SG 2866 x -�-\-- 1 / j G �� 5• ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF �- "x 28.76 �^ x 2e.+s \ / / 28.5,k T -� x28.39 / DEBRIS/ 30.02 Ld "1 28.51 ' � � � -a- / �, HE LAND SURVEYOR'S "EMBOSSED"OR "INKED"SEAL SHALL BE CONSIDERED TO BE 31 30.58 29.10 �, O\ x2926 I 33 / / ,2 VALID TRUE COPIES. ~ _ \ 1/ x28.42 I ®3214 x - p x27,98 x gra PALLETS/DEBRIS _ Z12780 \ L--- 2775 2802 ZBb,k 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED 1N / �' �_- x 28,46 � 28.10 � '29.33 30 28s2 �x - _ =_ 29 2 2 2I90 EDGE OF WJU� - 2A 39 `( ,-- �\ / ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS 28.24 28.60 x27.87 x2764 f, x 29.28 / 27.95 28_ i ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 28.21 -R- x - l i SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM 28.16 x,8.2' r- �` JL �Y 24' ; THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, 7' i i M / GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE x2IB6� 31.83 6• 6 7 �6 s' \` '` �' / ��- 30,5, 6 i �'"`��_. -%'-''J f ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 6' ( TO ADDITIONAL INSTITUTION R MASONRY \ 12, `` �I \ I MATERIALS �y 6' -/ 6'�I t16 WOODEDS O SUBSEQUENT OWNERS. 9'/ TWIN T 16, 10' I 9' / 3005 6' 10, ' 10' fj {{{ 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. i ;''� 'I \ 5•-- 06 CHAIN LINK FENCE i 6' 8' 6' _ I6 6' - zt\/`d,, I 28.62 , x �_ � 12 l X la' 6 � 7'/ �- 8. THE SURVEY CLOSES MATHEMATICALLY. 7� 2845 �= l _��- 14' / 16' -3656 36.60 Js- 7/ - 5f _ - l- 6TOP 0FPr'_F 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT x --- x �- --2i3s x X (�''�JX/ 30' 10' `/w-�1) ' 3ss5 31. I 7' 2369 �`-�- -�_ ' �. ""� � ! 6, �2367 - J' 1 x2802 7�x X._�� 3514 3503x2LB6 6' __ __ x" 12' ��` !, ,I'26,8;', LOCATED ON THE GROUND AND/OR RECORD PLANS. BEFORE ANY EXCAVATION 1S TO �l ."\26.93 \,\ `�`� J x2184 26.0'3n. BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, c� .30n/16 is', V z / EDGE Of GRAV 25x4 AJ SIZE AND TYPE BY THE RESPECTIVE UTILITY CAMPANIES. LU PI86 2297 24, x 2 Q3 EL \ \. \ _ - --- l / z Z� x A Q ? _ \\ 26.43 14' 7C1E-�F PIE 26.4' 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT. SUBJECT TO 0 1\ 6, 8 � j y � / \ x 6' CLUSTER 26�9 I 1 p� 8 7 o c3 a I I`0 ANY EASEMENTS, CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY 10 X I I O U � O / GRAVEL \�' 6 %�� I / REVEAL. \\IJ I I � � / /� 6, 14' TWIN 8° J _ I t----- 8.0' 6� i x, 02 i 8' x -^4�.� f i 10' - --0) � 14`/6` 27.0 g• 8' 7. 9° i �l `' _ 16' 20' 6 9 l/lt a - 8' 81-�' a' ` la x„ SUFFOLK COUNTY REAL PROPERTY TAX MAP NO.: 14' ti DISTRICT 1000 x25.44 W \ 0' 12' 2351 d p / / 22.51 \ NAIL' 6` ' PIPE a6'W l2 Y 27 s' 7' I x $2 � 40 48 �✓ x22.,2 \ 24J`-,Ol 6' SECTION 122.00 1146 2 ��27_ xI 6'CHAIN LINK FENCE 2,75 14'� BLOCK 06'00 �6 20 I ' ' LOT 035.007 25.21 e• � 1 I` 24.63 _ 24.42 x BRICK J POST \ -- --- - ------- �'� BRICK LLJ POST x24,08 l I � q c� ' Q CL Jj 4 FEN F DE f 0 � CL I W � N ( N/F C x x23.31 ~ O TERRY AND LAURA NIF O 2366 (IN CS WGGDHUL L 7355 MAIN .ROAD CORP. co U � ON 4 _ a- Ol a x x ti N/F / 23.59 x 23,04 MATT M_F_D LLC, C0 q W ' / / CHARLES V AND GA,4 Y .i 3 Q \ 3 BALI%E l � W \ / 3 1 o � 4-� e p U O I 2289 0 23,29 x '4 V- / -I- ~ x I 2304 0 6 (Q �9� x2315 1� 2276 O 3�2 \ BROKEN PAVED .�� 'W J STARLITE f SIDEWALK I ti UTO BODY 2279 2310 22.71 x x � 196,73' M,7N ------- ----------------- 23.04 x x U _ _ _ - - - - - - - - s .> W W CONCRETE SIDEWALK i ------ ---------- CONCRET Iz B6K----- ----------------------- LEGEND G ------- -G--------------- S 40°40'48' W ® E -- o- n s xz2.71 x227A 2878% _ DFCIDLIOUS 7-.REF EDGE OF PAVEMENT 70,00' EASEMENL23_- DATE BY DESCRIPTION APPROV. BY 'l� REVISIONS 22'97 �----� x 2330 x 233D i CONI-FRGUS TREE ---'--x 2306 x 23.25 , 25 (VAR, WIDTH)) J- UTIL I T Y PGI_E MAIN READ S R _ _ x2340 x23.52 x2363 x23.67 x2365 O ELECTRIC MANHOLE 7217 MAIN ROAD ' FLAGPOLE MATTITUCK NY 11952 wV RECEIVED SITE DEVELOPMENT FOR COMMERCIAL DC WA VAL VC � x 2339 _ \23 x23.11 x2327 x2342 x2343 FIRE HYDRANT S .� EDGE OFPAV ENT` SEP 05 2023 CONTRACTING & STORAGE j GROUND LIGHT x2313 x2322 x230, SOU1: o Town O Q j TRAFFIC CONTROL BOX Planning Board .��, a• Sr ro��. EXISTING CONDITIONS PLAN � N r i x2ss� SPOT ELEVATION Q- �� "1 TOP WALL O S o SITE PLAN �- SIGN DOUBLE PEST W L. K. McLEAN ASSOCIATES, P.C. O F� „ , ---w-- UNDERGRUUND WATER CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Z SCALE: 1 =30 n = I -E UNDERGROUND ELECTRIC THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS [- O CD CD 0 30 60 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS of �39� ��v Designed By: MF/CFD Scale: AS NOTED Sheet No. C; -"" UNDERGROUND GAS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS O� N fl Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL OFESS� /-� Q ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE AUGUST 2 0 2 2 ( 1 C\� yD..� �I EASEMEPiT AREA PROFESSIONAL ENGINEER MUST SIGN, SEAL DATE AND Drawn By: M F Date: l`/ I / v `- ----------------------- --- DRAWING AND/OR INDESCRIBE THE FULL E SPECIFICATION OF THE ALTERATION ED.N WE n SECTION 7209-2). Approved By: RGD File No. 22064.000 WA -FOLK AUTHORITY ; . -.• M -}> NOTES: IMPACT ON NOISE ODOR & LIGHT: COUNT' ; t. _ 1. Prior to start of any construction activity, notify SUFFOLK PUMP STATION =c -,i. '' — ---_ 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO MONITORING BY A QUALIFIED rn - 3Q7,G��� — EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED the Town of Southold Planning & Engineering TO THE AGENCY FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS. Departments a minimum Of 2 business days in RAILROAD I't gyp- advance; An inspection is required of the installed ISLAND �' ` ` / 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES turtle barrier fencing UING T,- I I; } ItI i:s '' _{ s'" DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE CONSTRUCTION. ng (aka erosion control Nri � l Iz ° III II ; E I _ t° prevention/silt fencing) by Town Engineer's office t'( � 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT and Planning staff prior to clearing. Tcx,F _`_' 14v-.; � Z Rl PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE t ��' CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. 3. Construction activities shall only occur from III t I I IlN3 3323 S' E N 33e23�18� E WOODF_D _,U y % COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN OFF—SITE LOCATION AS DIRECTED BY THE ENGINEER. 7:00a.m. t0 6:00p.m. On weekdays and Saturdays; DEBRIS �t 4. No construction activities are permitted on f• 1 � � 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY Sundays, year—round, or the following holidays: 50,41' EASEMENT 32/ / Lf� THE ENGINEER. W { EDGE OF WOODS I FEN"E (n New Year's Day �•cf1�,IN LIN#` _ _ . . • � o.�' 313 y 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS AND ONTO ADJACENT" PROPERTIES OR ROADWAYS; Memorial Day Independence Da Jul 4th `a" '�• -._ '` ` SF SLAB �3 7 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO CR 48. THE CONSTRUCTION p y ( y ) I <b: 6 g 12 ' O� ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; _ � , ' �� . 0� 1 STORY GE BUILDING , Labor Day 1 34; �o, r*T. tri PROP STORA 9 � \ ^� 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC ROADWAYS. Thanksgiving GRADE ON \\\\ % 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE EXPOSED; Christmas Day C:: \ 2 / 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND OTHER MEASURES AS APPROVED BY ____ THE PLANNING BOARD AND THE TOWN ENGINEER; • ' � � •• � MASONRY MATERIAL _ _ -- -- -- '—` �-f y s 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; ti I DEBRIS/PALLETS �p �E '•�J/' -� II Y; 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE ANY SILT AND DEBRIS; • --'r I �. r 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. a I 41�,, 29 I ' MASONRY MA_- 1 13. ALL PETROLEUM—BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES TERIALS 1 29V xv 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT—RELATED SMALL SPILLS THAT MAY OCCUR. \ � \ 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE CONTAINMENT OF ANY POTENTIAL � .' I.�•• • . ',��b' \ ' I \ � 2 LUBRICANT OR FUEL SPILLS. I16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED UPON THE REQUIREMENTS OF 3 :' --j u 28 DEBRts I 3 \ LI NYSDEC AND SPILL RESPONSE CONTRACTOR. 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND HANDLING, ETC. SHOULD BE MASDNRY MATERIALS I c II PRE—DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS SHALL BE ENACTED. i'3 MASONRY MATERIALS T7DEBRIS 29_ PALLETSIDEBRIS 1. 0$ a2 T n7 SLAB ON A F. g.50 _ '�, C)67 n 2 d � 50' MIN. B U I LD I N \ �I ITl /� Bur SUFFICIENT TO laa (-•(• ry-y-1 " I FLOW ^ �C\ 1e'o"MAX.C, gDMEHT ON 9TE I 1 U. GRADE MASO RY \' j ZO - P�� Trite: Gc t —" WDODED C I MATE ALSI. �� / �,r +rs, i . ', . ' / \ I Y' N '�.. MIN. :.i�iy '•4 '``t'•c's'',. :r��, :,1"M'ta'•A. N4= �.,�..t�ti:r 4" VERTICAL /C*) SLOPE !;~ O FACE I 1 tiY� � • ' �I / V "is : f y4 rt i :lL N Q < a �`• ,,���,l1�.r���������fi__ -:2.n. ••r^•�44e.r.: .se+Ysrc d.�" � C:o �' t.. -- 35 I , BEDDING PERSPECTIVE V '.,«, ..,c ..., - �ti t� .,_f.=l. o z G DETAIL PERSPE VIEW fTT i TONj P F P H5^'+a �ti+S}�;1 S .� . r 3 l• •..:' -� co ANGLE FIRST STAKE TOWARD C% �r'"0 C:�\ R ^. �.�` ' � -'-'-- ----_ 27 ,r � 36" MINIMUM 2 x 2 D'U -TI I I`-( y� d _ . ..._ `'25— 26 j �1 PREVIOUSLY LAID BALE. f 1�� ;�� FENCE POST 3/V WRINE B D GN .T AM M aR av A. _ _ L .L,, �i /`L J/4•SIDIE gLEpD pt ILY.$TATE 0.0.L RGA tt _ f WOVEN WIRE FENCE l ', . ' ., ( ) ' 1 t S jI rv' t,; 2�. 24_` - / RA FLOW �L: �� �L• Fu Tme M.) oasnND aRiuE rort ;U I �� f c ! - ` F P E J —�" �^ �G ! L �� 6 x 6 10 l 10 WWF) !D2 IL n� ( Z C ' `' °v L` iL ;�=�C' FILTER CLOTH PLAN VIE (/) 2 w a y 21 v €€ • i �D ^�� ^ BOUND HAY BALES EMBED FILTER CLOTH SOF R 0 A D PLACED ON CONTOUR MIN. 6" INTO GROUND z I / r 2 RE-BARS: STEEL PICKETS OR 'sraNE"1111110 an kr sroai�rCOMPACTED rxovncA EXISTING PROPERTY LINE 43` gI� �.�.�+ —e ' ' — —————— ..� 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: sLr�deD FILL Tm M.) oastMo cTrADe FOR DRAINAGE p� / iD NAY BML AND�CR �/4 g � y5 I• ; S 40 40 48 W 245,01° /I DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA E j HAY BALES. 112 ACRE 1 100 LINEAR FEET CROSS SECTION Cm,%IN LI,"!� sz F:t: ANCHORING DETAIL ` f J SECTION DETAIL : • � �• �:": 6 ? # ,, r STRAW BALE DIKE DETAILS TEMPORARY I 6 EIf CONSTRUCTION ENTRANCE f( SILT FENCE DETAILS CALE NT • O € 'I, / / SCALE NTS s s + PRICK �• V R�� �l SCALE NTS OOf C ¢ 4-� 7>s X E r 111 N/F -0 2' C5 TERRY AND LAURA WOODHULL N/F CS DEVELOPED / I ap 7355 MAIN ROAD CORP. PUBLIC WATER DEVELOPED a PUBLIC WATER 0 D o MATT MED LLC, j p _41 / / CHARLES V AND GARY i ��, 3 :' / / SALICE �, DEVELOPED Ou x PUBLIC WATER v Com . , . O U s�moo •• a.• � � / Q �N R&EN AVSD-t.. r. s,z. �• 3 .i�UVY o 196,73' LEGEND: �.Ems^.•: •••••. ' _ _ 23 MF AS PER COMMENTS FROM BRIAN CUMMINGS CFD > -- C'DNCRE7E SIDEWALK PROPERTY LINE 5/19/23 MF UPDATED PARKING LAYOUT CFD • CONC.-RL�t- E�FfZ"k�--...._....,.......W-------------\------T-�---�------�----- - � f S 40°40'48" W ` ;�,�� -- -c ✓ - --G - ------ -" 1 1 .0 EXISTING CONTOUR cr��� DATE BY DESCRIPTION APPROV. BY � PROPOSED CONSTRUCT�t�N 70,00 EASEMENT_ 23 ENTRANCE W/ GATE - _ - �� PROPOSED SILT FENCE MAIN READ SR, 25 (VAR- V'DTH)) REVISIONS -V-� PROPOSED CONSTRUCTION FENCE 7217 MAIN ROAD E _0 !/ EXISTING TREE MATTITUCK NY 11952 '/�� RECEIVED SITE DEVELOPMENT FOR COMMERCIAL � UTILITY LIGHT POLE F-DDET F4VFPrNT CONTRACTING & STORAGE � � �, UTILITY POLE SEP 0 5 2023 LIGHT POLE sDUt D town NEW Yo EROSION & SEDIMENT CONTROL N r' WELL P b Planning Board � A• Srf PLAN SIGN a SITE PLAN POST �' L. K. McLEAN ASSOCIATES P.C. 0 '"' CONIFEROUS TREE CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Z SCALE: 1 "=30' 0 „ ' DE-IDUOUS TREE THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 7•]yJ�7 Sheet NO. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed B AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S OFESS� 0 70 0 30 60 �� ��Q. e y MF/CFD Scale: N D Feet EINRHAUHLRTINEDRE°�0 ENGINEER, WHERE SUCH ALTERATIONS /� ( ) / PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022 OF THE n DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C 2 DESCRIBE HE � SEIXCTI�ON 7209-2).ALTERATION ON THE Approved By: RGD File No. 22064.000 WATER SUFFOLK CPUMP STATION 3' - - DEMOLITION NOTES: 307.2 AND RAIL ROAD Y , ; ,a ;;; ,°x< -`, k' r , R=- F ~ " ;l b€-'' " " - 1. THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE DRAWINGS DESCRIBED IN THESE NOTES AND LANG ISL A �:. ;; I �i . . ' 0.32 REASONABLY INFERRED AS NECESSARY TO COMPLETE THE SCOPE OF WORK. in,�11 ` •z _ _ _ -0 38W 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO VERIFY ACTUAL CONDITIONS AND FULL 4 I t �� E WOODED J[ x 1.07 '18 _ _ 3, / 31 �c' �a SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED PRIOR TO BID. 4 I I N 33.231g' E N 3323 - _ 3J 3y / le c� f - X_1 Q7 -2 3$ 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE AND ADEQUATE PROTECTION FROM 29 - En.T OF WORDS / 29 32 2 19 N '$ / X_0 1 DEMOLITION WORK. 6'C RTN LI FL:"'r p. ' X �4 0 1 5i X-0 20 �� 0.30 29 KA y1 X�� -� X 201 .. .x- X 133 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, PIPES, WIRING, CONDUIT, ETC. QUESTIONS X0.67 X0.5$ \ � �� ) -234 REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE ENGINEER. I -a : I \ x o 47 x 0,00 �. : : t)�i-0.2129 �C_�.61_ �- =X-0.75 �' M 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING AREAS TO REMAIN. ` 340 i �A X0.46 / > 1`6 / 36 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS BE LEFT CLEAN. xI - I N X 0.33 X 0 69 ! \ . •y. -� � . \ X 0.69 X 0.42 28 X b.33 X o 4a 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS APPROVALS ETC. FROM X-0.01 J X0.67 X072 ( OM ALL •�_��\ X a 35MASONRY MATE �. -"'� � � X-2 0_ x.29 X0 54 �' -�'�7 ti RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. HAVING JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED COPY OF SUCH -X-0 10 i �1 X0,74 X1.16 X DLi&1PALLETS X-04 X p.o2 XQ �- 6 28 X 0.25 I X�- 38 01 TO THE ENGINEER. 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, POLLUTANTS AND OTHER DISTURBANCES , X 0.47 �� . `�' . X-0.1 "` 29 'X 0,21 Xao$ . . '. ; X-0.85 28 _0.37 - 9 x07a I X0.52 5C� 9. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES ADJACENT TO THE AREA OF OPERATION UNDER X X-028 2 X-125 X 0 51 THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, ~ -0,34RY MATERIALS X-1.6�_ ` X-2 051 0� 2I REPLACED, OR REPAIRED A NO EXTRA COST OF THE OWNER. b 29 I ' ; I X O.b� -X-1 15 I r . ' X-0,64 �=30" X 0 28 �� 0.41 X-0.52 X 39 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. X �`- f�,.b. X-129 29 ,� a € X..�,.c�� 2.09 � ~\ N . '. T'l X-1.17 1.0� \X-1.1r 3 00 'I� ��' 2 X0,08 11. PROTECT, REROUTE, ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED THROUGHOUT THE AREA OF WORK. Rl C b �Y- c� DEBRIS - ?� CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL REPAIRS NEED ., / X-0.96 \ r�^ v . G.53 X-0 8a �, 37 (N�X O�E ...,. t'l � - 17 \cA� TO RESTORE DAMAGED SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO COST TO THE OWNER. ~ is 5 X-1.30 MASONRY MATERIALS `1 I X-o. 9 I X 204 ° 12. ALL DEBRIS AND MATERIAL PILES ARE TO BE REMOVED. . '. ', ,� . ',;. •� X-058 --_ _ X0.08 x-a.p7 j nl MASONRY MATERIALS X 0.65 rL$ X a 39 '�.21 RI X-0.76 'I X 7 X- I" 3/ ) 1' DEBRIS �' ;. y X 0192 X-0 42 �y ( X 1.3?_ -0 3F x .53 . ' ti X-0 58 X-0.40 31 :X �.1 X-0$1 -28 I X^ _� 29 PALLETSElt t X� .5 X 1 32 30 ". �`- J X 0 25 1 3r"'i7 r •29= - •, Z X0.06 EDS JWP o� C3 h7 x_ r- 9" Mo - I M T-�z SURVEY NOTES: X-0.49 . '. " X 0.04 - -- --- - J X �� f f 2�0 0 X 0.52 2$ -0.33 0 45 I X d2 f ni c�r 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. X-0.13 �- 4°. 0 X 0 50 X-3 2� � I (� I. ;. X-o$o `� ' 07 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. € X-0.96 X-p [' ; X-o 05 X-026 03-=-- �. 29 I 3. ELEVATIONS REFERENCE NAVD 1988 (GEOID12A). D MASD RY X 1,75 Q 9 �. C I MATE ALS i. .'. . '\✓. I X-1,00 N 1.12' 2 : X t7DLi7 % 117 72 i_ X-1 3 �/ �/� o tae 0.06 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION r- fy } _ � X0.21% X76 - - 1-= I 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. {� _' ewAn. t_I:. �.\` 47 o rv ? - { o 0.57 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S "EMBOSSED" OR "INKED" SEAL Z t' E,��,aER aro �,�Z fid, x '. �eR-� �� 2 , raF F PIE SHALL BE CONSIDERED TO BE VALID TRUE COPIES. X 01 b /cco r c\ ' _. _ ( _ 27 2- � �.2 / X1.15 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ��� � %'�, � € _ �`_ 125-- � D 2� h FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS 0� .o'?a, (� �`- ��' a � I ° � ��``` ' " - SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL -5-0$0 27 r #' TOEaFPILEX2.16 ctij AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT r I s ' > �_ ? ` "` TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. C: X X048 X1.70 `1 ' ( I yr � ; tt ry i 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. x0.5 7 � 0.2' I i X 2.1 t _ _._• 3 ! .:.. ., �...__ ;. `_ �1� X 0.34, 2g 8. THE SURVEY CLOSES MATHEMATICALLY. z3 ' � _. ._. J - 1;34 , X010 W 28 � yam, _ _ EXISTING PROPERTY LINE a � �;'h ` S 40*40'48' �✓ �_.�..�®_�,� 245.01' , .. .6'CHAIM LI',+.rG•'Vr x-1.1 ti r t� . ' '.ti � • ' 'e �;I 1� l 1 -0 1z 6, Cut/Fill Summary _ <sr rL�j cis / -� Name Cut Factor Fill Factor 2d Area Cut Fill Net CL P17pr'K 31 1.000 1.000 86217. 60 Sq. Ft. 2267.58 Cu. Yd. 523.34 Cu. Yd. 1744 .24 Cu. Yd.<Cut> •I 24 /1 Totals 86217 .60 Sq. Ft. 2267.58 Cu. Yd. 523.34 Cu. Yd. 1744.24 Cu. Yd.<Cut> > `` - --, O I; '15. 411x 39 . ,X1.0$. t ` N/F / r TERRY AND LAURA WOODHULL N/F / o DEVELOPED 7355 MAIN ROAD CORP. '$ f PUBLIC WATER DEVELOPED / PUBLIC WATER o v' 'l : l E x.0..70. 1, N/F I MATT MED LLC, CHARLES V AND GARY J / 721 !I a'. SALICE 3 Z 2 / / DEVELOPED �� _ 3 PUBLIC WATERCU % ` X4'.43. � e v a 01 +� Z • ' 8 e �J.21 0 X10 09' O C� sN✓,moo c, . ,� / 3�� •BRNIC !�'R'� .' �'? trFARL7 i'. O �j. �i7 •:I SI f K. ,�'�•ac� Ist;T.•^< I;C;J:' / T� fLEGEND: 196,73' _ �� _ _ 6/12/23 MF AS PER COMMENTS FROM BRIAN CUMMINGS CFD > CQNC-R •fCR _..�. ��,r ..W.Y....-W".""'",r�*--.' :�r_ .,,...�rc-.-- �=�L`l1NCRETE SIDEWALK ._._._.._....,...__...._.._..___.. __ _.__.._.. __...._, ..,..._..__. ... ..... ... .. ... . .,. ~,_.... ... " .,... -. .. _.. ..,,_ .... .,., .�.....®�. PROPERTY LINE U -------------------------Q--�------------------- 5/20/23 MF UPDATED PARKING LAYOUT CFD S 40°40'48' W __� _ _- ----,- ---;•--.-w - 10 SUBGRADE CONTOUR DATE BY DESCRIPTION APPROV. BY "'� �rpA ' °�' 70.00' EASEMENT __- 23 1 1 .() EXISTING (-4") CONTOUR REVISIONS J -- +' MAIN RL7AD SR, 25 (VI VmTM*� - -- PROPOSED GRADING LIMITS ;� -a.�-6 DEP T IA of EXCAVATION 1 MAIN ROAD X 0,46 DEPTH OF FILL RECEIVED ix.. MATTITUCK NY 11952 EIVE® E { 3` =' SITE DEVELOPMENT FOR COMMERCIAL EXISTING TREE To BE REMOVED SEP Q 5 2023 CONTRACTING & STORAGE O C ,E L7F PAYENENT l� v 0 __ __ __._ _ �l\ O a UTILITY LIGHT POLE Sout o Town OF-NEW yon, N UTILITY POLE Planning Board �� a. ST FFA * DEM 0 L I T I 0 N & REMOVALS PLAN LIGHT L CN 00 WELLa SITE PLAN SiGR y L. K. McLEAN ASSOCIATES, P.C. O � �s Co CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Z SCALE: 1 "=30' POST THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS V AS NOTED Sheet No. O I ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale; O 0 30 60 CONIFEROUS TREE AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S ' UNDER THE DIRECTION OF A LICENSED PROFESSIONAL FEENGINEER, WHEsse� Q N Q Feet IONARE MADE, THE DECIDUOUS TREE PROFESSIONAL�ENGNUEER MUST SIGNS SEAL, LATE AND / Drawn By: MF Date: AUGUST 2022 0) DESCRIBE THE FULL DRAWING AND/OR IN THE SPECIFICATION OF THE NYSNEDNLAWE SECTION 7209-2). Approved By: RGD File No. 22064.000 N/F AUTHORITY , ' FOLK COON' WATION LEGEND: SITE SUF PUMP ST TE DATA TABLE 30723PROPOSED ASPHALT PAVEMENT 1 , SUFFOLK COUNTY TAX NUMBER(S) 1000-122-06-35.7 qI �qD , . LA -,; _ : : _:fit = — ZONING CLASS "B" LDNG IS _,`{,, �C 1,1t I"ii l ' i. :6 B GENERAL BUSINESS S I S S i i.I I.S+ r"f 'T„%""[. -• ,.,. �� `. `f °`°/ Ld fififiTTT�I �J'la. PROPOSED BUILDING 3. AREA OF SITE V 1 .84 ACRES (-80 150 SF) ot 00 4. INTENDED USE OF PROPERTY COMMERCIAL CONTRACTING & STORAGE FACILITY 8 E K. , m{ a :., 33'23'1 25'STB �— 4 � %XI —y W—� r ,3 N — �' _.— v c� PROPOSED TOPSOIL & SEED 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) I° rMr 50.41' Eas ,_t7” '•,, y .� tr9 `0 y 7. DEPTH TO GROUNDWATER 24' +/— . 25.0 .0 ,.---.-- _; 1 � � v u 1 ZONING COMPLIANCE TABLE (B — GENERAL BUSINESS ZONE r„rAIj LINK fEN ,; v v u '' v ��� •.�°`.=�-� ; '• • '.;; ; ; ” ';.; �, �' �, � � � ,t� � � � u � u PROPOSED CONCRETE SIDEWALK 1 ALLOWED (REQUIRED) PROPOSED l 75. V v 6,912 SF, SLAB MINIMUM LOT SIZE 30,000 SF —80,150 SF 1.84 ACRES y °?� t, 1 STORY' BUILDING PROPOSED STONE PAVEMENT ( ) gj � .;. t `V I PROPOSED ADE STORAGE g ,;, , ,�� MINIMUM LOT WIDTH 150 FT , ,o , w .,, ON GR ( 29.50) —262 FT r z (U s u Qo F.F•' u v PROPERTY LINE MAXIMUM LOT COVERAGE 30% (-24,045 SF) 14.6% (11,700 SF) o�"• . '• u MINIMUM FRONT YARD SETBACK VARIABLE FT 75 FT XI'z4.4.0' a PROPOSED HANDICAP PARKING ( ) y v In"I /r MINIMUM SIDE YARD 25' (50' TOTAL) 25' & 75.5' (54.2' TOTAL) . ";";�;: :;. ;•, ";• •:" '•y ; ,,,, `t' SEI"rb SANITARY PLAN � ' � � PROPOSED SIGN MINIMUM REAR YARD 35 FT 46.8 FT MAXIMUM BUILDING HEIGHT 35' HIGH (2 STORIES)°} : 35' HIGH (2 STORI INFORMATION& DETAILS FOR 20 0 1 9'0'(VP f "lag MINIMUM LANDSCAPED AREA 30% (-24,045 SF) 46.7% (37,424 SF) ` •;. �, PROPOSED DUMPSTER ENCLOSURE � . ;. 5 ' J �, :;• : ;; u 9. f / PARKING REQUIREMENT PROPOSED LIGHT POLEi(i1'P.) a 0' / BLDG. ELECTRICAL OR PLUMBING CONTRACTORS BUSINESS OR YARD = 1 SPACE /EMPLOYEE + 2 SPACES " ; "(gip ) d u R30.0. "":.`. 22 EMPLOYEES + 2 SPACES = 24 SPACES REQUIRED ' © NUMBER OF PARKING STALLS R20 ,_..,..- PARKING PROVIDED PROPOSED TRANSFORMER REGULAR STALLS = 22 STALLS 2Jot A.D.A. HANDICAP STALLS2 STALLS R30.0' " :"•.. . ;�";�" ` •., �, °;� � TOTAL = 24 STALLS 24.0 DECIDUOUS TREE ,V l c V -V 1 STORY 4608 SF' i ,' Q' CONIFEROUS TREE y PROPOSED STORAGE n UTILITY POLE PAVE M ENT/SU R FACE SCHEDULE : y „ .0 SLpg ON GR FDF= 50) u ,g o \ ELECTRIC MANHOLE PROPOSED RPZ „ J G ( 29' a o '� f v it BU1LDIN �'',� FLAGPOLE `' WATER VALVE SYMBOL SECTION/DESCRIPTION REMARKS v � �, " 6 0' FIRE HYD O aPROPOSEDy` 8 a y i <:. RANT a 1j" TYPE 6 ASPHALT PAVEMENT ' PROPERTY LINE �i ° GROUND LIGHT 2�" TYPE 3 ASPHALT PAVEMENT 0 :( MODIFICATION J. '`"; TRAFFIC CONTROL BOX FULL DEPTH ASP 6" RCA r.. Rrur.r-'••,";w";t 25, Y SPOT ELEVATION — —_ HALT –� i, s 29 2' a, STBK. ,.t- — — — PAVEMENT p fj ; u a. ' v u , TOP WALL _ WZ _ PD P ,r......` a .' w, y a u ==—I — — —I 6" STABILIZED SOIL r- rn —�°P€Rrt�czHE N / y _... . SIGN DOUBLE POST o UNDERGROUND WATER Rj UNDERGROUND ELECTRIC .r, •,I, p ; pix j >: - rs; 05 y€ # t ( •y l .,y a UND GAS y i SPECIFIED ,. �.; HYDROS ED -' `' EASEMENT AREA4-(MIN.) N LANDSCAPING PLAN �a ;+ `� # • .. ' � � 4 ( I ) DEPTH OF TOPSOIL M' N i r gg fS / — — — — — — 0 MN. a �, GRASSED AREAS — n _ I COMPACTED SUBGRADE ._Elk.........,._ ._.,..''�l.t�....4.__—._P.. . ,�. � ,✓ Y v il Qv r` I 41 EXI ✓, •; .. -. e STING PROPERTY LINE ,i,w rf''„ _ ..� � , � ,, BROOM FINISH, STEEL TROWEL EDGE S �4S �" (UNLESS OTHERWISE NOTED) 40 40 48 W ,01' I a 4d °a 4" (3500 PSI) CONCRETE CONC. WALK EE1 = I = I=I — COMPACTED SUBGRADE — — — — > , 'oBRICK I J prkS / (UNLESS OTHERWISE NOTED) " I BROOM FINISH, STEEL TROWEL EDGE t / Q a a 6" (3000 PSI) CONCRETE x x 6x6 –10/10 W.W.F. / CONC. APRON 1" RADIUS COMPACTED SUBGRADE FULL DEPTH ASPHALT " b t N/F / PAVEMENT I• o TERRY AND LAURA WOODHULL " cn 7355 N RF CORP 4 DEPTH OF MULCH `� .:'., .�.; � DEVELOPED 6 _ . .__ ... MAI ROAD "t•.. " :.:":-' ! .., PUBLIC WATER „ DEVELOPED 18 EDGE PLANTING BED (4" MIN. " ;R PUBLIC WATER DEPTH) TO REMOVE ROOTS & 1- �. . . 3,000 PSI O VEGETATION MULCHED AREAS CONCRETE ® ¢ - — — 4 ,,�Z, N/F. — — — 0 II I 28 DAYS — _ = I COMPACTED SUBGRADE O ,` ,.... "�,,., .•'. . " .. ,� • PROPOSED MATT MED LLC, E — — ENTRANCE SIGN / / CHARLES V AND GARY J — — — — �rf. ;'•. (SEE DETAILS) / i SAUCE ' CONCRETE CURB DETAIL ,cs= DEVELOPED j PUBLIC WATER �' APRON ONLY 2" CRUSHED STONE f, 26: (FOR N.T.S. � s" RCA STONE PAVEMENT 0% 6" STABILIZED SOIL � � Ll 6/12/23 MF AS PER COMMENTS FROM BRIAN CUMMINGS CFD — 1 196 T . ..e. m _ • �.,-.,,•r�T�_ ,�_____ €_ . - �' -�-T-sta.�"wA:K — — — — — — 23 MF UPDATED PARKING LAYOUT CFD ENTRANCE CFD �� —V 5.0' 5.5' 8" 12 DATE 22 BY ADDEDDESCRIPTION SIGN APPROV. BY c��PAv�a��vr , ,t,1 FA.S�M�r°VT 4 SIDEWALK { ---• PROPOSED CONCRETE APRON MAIN RDAD SR, 25 (v� Wmno) REVISIONS 6 x x x x x---x x x xx7217 MAIN ROAD 3,000 PSI 6-J r T MATTITUCK NY 11952 CONCRETE W/ 6X6-10/10 W.W.F. RECEIVED SITE DEVELOPMENT FOR COMMERCIAL CONTRACTING & STORAGE o C EDr�or PAv;�a�E-�r CONCRETE CURB 0 n AS DETAILED SEP 0 5 2023 f NEw �- CONCRETE APRON SECTION Sout o Town ��.� i PROPOSED SITE PLAN cam# Planning Board �P �� A. ST f �- N.T.S. a SITE PLAN * . K. McLEAN ASSOCIATES, P.C. O r~ r" ONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Z SCALE: 1 =30 (1 O 0 30 60 THE ALTERINGANYTHEDUCATION LAW OF THE ANG ON THE DRAW TE OF NEW KNG ISS J'�. 7397 g y: M F/CFD Scale: AS NOTED N 0 Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL n ��v �eSl ned B Sheet No. 0 ANY PER ONFROM ALTER AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS /- N > PROFESSIONAL ENNGINENGINEER, WHERE SUEER CH MUSRATIONST SIGN, SEAL,DATME E AND QrE�S1� Drawn By: MF Date: AUGUST 2022 LL OF THEDRAWING MD/OR IN THE SPECIFICATION (NYS ED. LAW C4 DESCRIBE THE � SESECTIONNT 7209-2).�TERATION ON THE �. ANApproved By: RGD File No. 22064.000 NSF F2 AUTHORITY WAVE �..._,- 'r SUFFOLK COU' SVATION ^ m ';:;: 3, :. , .,, `.s. LEGEND: 23 REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: e C1AD �:rf.',,.,,_ {, � ' r:. 3a?' ------ PROPERTY LINE 19NG I& AND _ , , RAIL ,,C` b� =` ; CB1 & CB2 xd ��, F '1. „ t. :' `.:' . : .r. CB1 & CB2 ��' PROPOSED 10� LEACHING CATCH BASIN PERVIOUS (STONE) = 7,110 SF 718.05 CF REQUIRED i C=(7,110 X 0.5)= 3,555 (2) 10'0 x 6' DEEP LEACHING POOL = 68.42CFfVFX 12 = 821.04 T. ; t - " ,----� 3,555 X 2"/12" (RAINFALL)= 592.5 CF TOTAL DRAINAGE PROVIDED = 821.04 CF i-,�.}_I! - _ 32 ` v .®�® PROPOSED DRAINAGE PIPE j x i 3.2318' E �/ 0 i PERVIOUS (UNDEVELOPED) = 2,511 SF ^�° 1 N 3 --�� 30 31 3� 3 CB3 & LP1 / s PROPOSED SANITARY PIPE C=(2,511 X 0.3)= 753.3 2,803.2 CF REQUIRED �w U sliDpE - 753.3 X 2"/12" (RAINFALL)= 125.55 CF 5(�°`iz` Ef1Sf ' `NT 29 ( W PROPOSED 2 DOMESTIC WATER SERVICE (4) 10'0 x 12' DEEP LEACHING POOL = 68.42CF/VF X 48 - 3,284.16 f TMN 29 - LP3) J TOTAL STORAGE REQUIRED = 718.05 CF TOTAL DRAINAGE PROVIDED = 3,284.16 CF _ _ 28 v� �- PROPOSED 4" FIRE SUPPRESSION WATER SERVICE Lr IE PROPOSED U.G. ELECTRIC CB3 & LP1 PE PE____--rte -- '�- 2g �' • IMPERVIOUS ASPHALT = 9,835 SF C64 & LP2 ON �oe�" 912 SF, SLAB PROPOSED LIGHT POLE ( ) 1,471.63 CF REQUIRED h UILDING _ 2 10'0 x 11' DEEP LEACHING POOL = 68.42CF VF X 22 = 1,505.24 >� s /"� � � STORY+ � � °' C=(9,835 X 1)= 9.835 ` �, Uj \LP5/ PROPOSED STORAGE B ,"t"'\ 9,835 X 2 /12 (RAINFALL)- 1,639 CF �) / �' -- ON GRADE 50 . o LP4i ° PROPOSED TRANSFORMER IMPERVIOUS (CONC.) = 1,840 SF TOTAL DRAINAGE PROVIDED = 1,505.24 CF ro C=(1,840 X 1)�� 1,840 LP3 & LP4 1,840 X 2"/12" (RAINFALL)= 306.7 CF 576 CF REQUIRED . •m ti° "� '_ 90 DECIDUOUS TREE PERVIOUS (STONE) = 1,720 SF (2) 10'0 x 5' DEEP LEACHING POOL = 68.42CF/VF X 10 = 684.2 V P yDp C=(1,720 X 0.5)= 143.3 TOTAL DRAINAGE PROVIDED = 684.2 CF 860 X 2 /12"s• e LP1 l CI `, : CONIFEROUS TREE E£ IUTILITY POLE PERVIOUS' (GRASS) INFA5 9)90 SF 5 CF LP5 & LP6 28 y . ! '; ELECTRIC MANHOLE C=(5,990 X 0.1)= 600 576 CF REQUIRED PROP. 29 FLAGPOLE (2) 10'0 x 5' DEEP LEACHING POOL = 68.42CF/VF X 10 = 684.2 600 X 2 /12 (RAINFALL)= 100 CF 'Z9 SANITARY N C134 z^° TOTAL DRAINAGE PROVIDED = 684.2 CF .;. SYSTEM 30 WATER VALVE TOTAL STORAGE REQUIRED = 2,903.2 CF RIM ELEV _ .. FIRE HYDRANT CB4 & LP2 LP7 �• '. = ,\ 27'900 !� GROUND LIGHT IMPERVIOUS ASPHALT = 8,000 SF 384 �' )� ( _ ) 1 10 0 x 6 DEEP LEACHING POOL = 68.42C VFX 6 = 410.52 n ' "- '- '. ' 63 28 �,� � , >� _ TOTAL DRAINAGE PROVIDED = 410.52 CF _ TRAFFIC CONTROL BOX C=(8 000 X 1)- 8,000 � ) Ff . . f `a �- / /LP9N 28 SPOT ELEVATION 8,000 X 2 /12 (RAINFALL)- 1,333.33 CF mT"' \ / / I fes\ 29 TOP WALL IMPERVIOUS (CONC.) = 830 SF LP8 C= 830 - X 1 - 830 ( ) 384 I ' SIGN DOUBLE POST 830 X 2" 12" (RAINFALL)= 138.3 CF 1 1 '� / ( ) O 0 x 6 DEEP LEACHING POOL = 68.42CF-/VF X 6 = 410.52 -- " ."i TOTAL STORAGE REQUIRED = 1, LP7/ LP8/ syo ae� UNDERGROUND WATER 471.63 CF TOTAL DRAINAGE PROVIDED = 410.52 CF o -- AF - UNDERGROUND ELECTRIC LP3 & LP4 C135 6 SF UNDERGROUND GAS IMPERVIOUS ROOF = 3,456 83.33 30�_. V 28 hr 608 SF! 2g LP7 j� �r,i (ROOF) ' 28 OSED 1 STORY, AGE c�,��, EASEMENT AREA C=(3,456X 1)= 3,456 (1) 10'0 X 2' DEEP LEACH POOL = 68.42CF/VF X 2 = 136.84 PROP BON GRADE ST05A 3�- %' 3,456 X2"/12" (RAINFALL)= 576 CF TOTAL DRAINAGE PROVIDED LEACHING CF ��-e--- W SLA 29. a BUILDING F'~ TOTAL STORAGE REQUIRED = 576 CF 70 �E t ry n LP5 & LP6 11- IMPERVIOUS (ROOF) = 3,456 SF ros rInraa rin ra i ;" C=(3,456 X 1)= 3,456 I',••, •E'E' - '�O,i 29 �f,r l 3,456 X 2"/12" (RAINFALL)= 576 CF m 29 � / b�ae� i�o3� \\ l TOTAL STORAGE REQUIRED = 576 CF D r, ` _ _» t a � s r..p>,� > •m \ / �w f I �/. ROP. LP7 >, o ;, ', r ' ? ` / _ rLP8 X35'- ' I DUMPSTER IMPERVIOUS (ROOF) = 2,304 SF �c m 2►oPQ P/,'OPERTY y 36 ' i ENCLOSURE C=(2,304 X 1)= 2,304 nmNz 27 r.. 28 \ r ` 2,304 X 27/12" (RAINFALL)= 384 CF p cD � _ .. #_ .. - -25-26- �""- \ /l � TOTAL STORAGE REQUIRED = 384 CF y m-p I 24 --r LP8 IMPERVIOUS (ROOF) = 2,304 SF = 2 C= 304 r { 2 c I �. ' 2,304 X 1 Go ( ) `` ) N 2,304 X 2"/12" i RAINFALL)= 384 CF TOTAL STORAGE REQUIRED = 384 CF CB5 C135 / PERVIOUS GRASS = 5,000 SF �- EXISTING PROPERTY LINEC=(5,000 X 0 - 500 E� ------ ----�. .1) T S 40 40 48 W 500 X 2"/12" (RAINFALL)= 83.33 CF 245 01' . / TOTAL STORAGE REQUIRED = 83.33 CF I f" ST /RIM ELEV. - \ =25.60 �- C / TERRY AND LAURA WOODHULL N/F / DEVELOPED 7355 MAIN ROAD CORP. / PUBLIC WATER DEVELOPED Tom. PUBLIC WATER / / N/F MATT MED LLC, `° �{ CHARLES S IC AND GARY J / DEVELOPED rr CQ ul, 13 PUBLIC WATER f' I- t 3 !! I Lj , ti RIM ELEV. / -. I �" .0, .' , ry =23.09 O jJ, w jF .� _ , 196,73' 6/12/23 MF AS PER COMMENTS FROM BRIAN CUNNINGS CFD U Li'..�d:i'a:w. .t�. ...Ps W«_ SFP"VAI K 5/19/23 MF UPDATED PARKING LAYOUT CFD / S '`?' ` V " W DATE BY DESCRIPTION APPROV. 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'. -x2.9, .i '�' � a ar`acx ov +0.0 / EACH LIGHT POLE SHALL BE d INSTALLED W/ PULL BOX POST + �-x 1 . xs2 O e � - -- -- AT BASE. 03 . 0.0 +n,p TYPICAL FIXTURE & BASE DETAIL xp7 ;' • 'T o N.T.S. as r +0.0 / f.4 •. •x0.7, •, 0.3 49-0 0,2 +1. z"5',>�'' + C, +p,p TERRY AND URA WOODHULL / N/F / 1 4 O.4 DEVELOPED �' ` ;' +0.9' Cb 7355 MAIN ROAD CORP. PUBLIC WATER DEVELOPED [F tp'p"ofPUBLIC WATER 0.0 • "x' 'c•� 'x1.5, T '4. L5 °. } N/F� -a + +p.o MATT MED LLC, J + . '.At o0 CHARLES V AND GARY /03 ;• 5 ; + / / SALICE ' = >� ' '. '' +ae1 +0.p / ! DEVELOPED / PUBLIC WATER ,� / Cu . '. 7 . . . . . . +°(A +0.0 0.5 _� 5 . "t'"' 0.3 ';*1A. 0.0 10.0 4 C:?. +11.3 a2 196,73' �J 6/12/23 MF AS PER COMMENTS FROM BRIAN CUMMINGS CFD (, C+TJC'A"'7"C'... i.L•' 4!,4';r.'____._�______ - 7 _ t CMICRrT Srn'"6tA'f" " •: .{ 5/19/23 MF UPDATED PARKING LAYOUT CFD S 4A`4 +. 2 ;=r. DF paVC14CP1T + +pp pp DATE BY DESCRIPTION APPROV. BY `°' ASEME ° + REVISIONS + t°'0 +0.p p.p MAIN RDAD+p.4S,R.+a,a25+0,(<v,�+a.Y1DV0) 7217 MAIN ROAD RECEIVE® '; MATTITUCK NY 11952 SITE DEVELOPMENT FOR COMMERCIAL o SEP 05 2023 CONTRACTING & STORAGE Sout o Town pE NEW - o � Planning Board y0 � o C-) A. �r �� LIGHTING PLAN N r 4� a SITE PLAN . K. McLEAN ASSOCIATES, P.C. O H .CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 _ SCALE: 1 "=30' 077397 0 Q0 ` THEEDUCATION PERSONNLAW OF THE FR M ALTERING ATE OF NEW ANYTHNG ON THEKDRAWINGS [�OFESS�BITSX Designed B AS NOTED Sheet No. O 0 30 60 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS 9 y MF/CFD Scale: "'11 `10 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Q N Feet ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE ^ PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022Cn /vim n DRAWING AND/OR IN D DESCRIBE THE FULL TH SPECIFICATIOOF THE N ALTERATION ED.NLAW E SECTION 7209-2). Approved By: RGD File No. 22064.000 UN1Y/WATER AUTHORITY ; SUFFOLK CO UMF STATION ' .f 307,23 AND .e ,. �w�,4.".-; , , � E, �I _ ISL 4 ANG R �, _ . 1 , -IT i`: :�. 0;`,, , , ,, _ - LEGEND �' 1 "fry' -`�,( _ � ��—.,,.._. '.. „�,�� �-'��.�.v�J`J•e' i � O 3'18' E _ PROPOSED BUILDING • -- PROPERTY LINE t33 +° EASF- F CrfA.,,jjmK r", u1_1 4 J --7 PROPOSED HANDICAP PARKING —K E SLAG / 1 S6,9PROPOSED SIGN 12 TORY M. PROPOSED STORAGE SO�LDING --N ON GRADE .50) 0 ' N (F•F'=29 PROPOSED LIGHT POLE —I 71'. z --� C ti PROPOSED TRANSFORMER no O� PROPOSED 100 LEACHING CATCH BASIN `• Zr PROPOSED U.G. ELECTRICAL AND AIR HOSE FOR HYDRO �_.✓ PROPOSED DRAINAGE PIPE o ACTION SEPTIC TANK - - PROPOSED 2" DOMESTIC WATER SERVICE ® PROPOSED U.G. PRIMARY ELECTRIC rE, ! \ I PROPOSED E PROPOSED U.G. ELECTRIC ` PROPOSED 2 �e T ^j �F CONTROL PANEL PROPOSED CONTROL PANEL U.G. DOMESTIC WATER SERVICE �. .. 3 PROPOSED BLDG. MOUNTED LIGHTS PROPOSED 120 V y "''i i N DEDICATED UNDERGROUND ; �/ /� i+= DECIDUOUS TREE ELECTRICAL SERVICE IN -- '{ -.. CONIFEROUS TREE CONDUIT TONCLHOT OSURE a SF, , Q'OX � UTILITY POLE Z _„_�-----E 1 STORY, q,608 �`\ 9 PROPOSED SCWA APPROVED 2" ££ - �� PROPOSEON GRADE STORAGE cio�\ ELECTRIC MANHOLE WATER METER IN VAULT ;. ; ;. E -�-E SLAB g�iLDiNG (F,F.=29.60) �,a FLAGPOLE SEE CROSSOVER r' ` J WATER VALVE DETAIL (TYP.) ON £` 'i� �� ; �� ? FIRE HYDRANT RPZ DETAILS GROUND LIGHT P n71 TRAFFIC CONTROL BOX SPOT ELEVATION ° ,.}. � , : . 1 ,>. . ;orv,• TOP WALL PROPOS D LVE B ` C o z ` ._ P,,,,ioP, V SIGN DOUBLE POST r`T � PRO�£R'� crNE UNDERGROUND WATER r- £ , M ��Z, ; _ _._. i_ __ _ ; _-........ EASEMENT AREA D m IROP E _ . -+ £ �t!�; PROPOSED FEBCO �Re F At R MOt)EL 4F82,bY - y `'' ! r "'JAPZ 'DEVICE INSIDE � r I. •�/ C �'. q r. NOTES: � E E• bFj , HO`� ;.0OX HEATED UTILITYm ill {EIS""LOSUkE' OR AP�ROV1ED EQUAL / /�1 �s AL. UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY . l WITH THE APPROPRIATE UTIIT` COMPANY PY 2. ELECTRIC PRIMARY UNDERGROUND ANI) TRANSFORMERS BY PSEG EXISTING PROPERTY LINE { ,RANFORhER CONCRETE PA Dr BY SITE CONTRACTOR r ----- ---_ f m y S 40°40'48' W 245.01' SITE LIGHTING 4. SEE:. LIG lTiNti ALAN FOP, �_6'C1,141N°Larnc rz-41rC 5. WATER MAIt1 - SCkYA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND METER ON SITE. 6. THE COI 1'r A,C'TOR SHALL. INSTALL METER VAULT, RPZ'S, RPZ ENCLOSURE AND ALL WATER SERVICES ON SITE (FROM METER VAULT TO BUILDING) Br, .x WATER SERVICES INSTALLIWD MINIMUM 54" BELOW GRADE FROM THE BUILDING rnsr I ' t 10 THE CI..1RB. Az S. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE r SUFFOLK COUNTY DEPARTMENT OF HEALTH c I / 10, WATER SERVICE SIZING: ' � £• �' `,'' / / 10.1. DOMESTIC SERVICE 2 " o N/F TERRY AND LAURA WOODHULL N F r DEVELOPED / / PUBLIC WATER 7355 MAIN ROAD CORP. £E. r DEVELOPED 0, PUBLIC WATER d o ; MATT MED LLC, CHARLES V AND GARY J / SALICE r P I PUDBLIC WATER .I . ' 0 CIN Na I- 01 4- x ' U �, �CdFEF' yk°E3' 196,73' 6/12/23 MF AS PER COMMENTS FROM BRIAN CUMMINGS CFD cc., in; c u,..�c:.µstt�way K 5/19/23 MF UPDATED PARKING LAYOUT CFD C) �=----- � ���F J,��, � • ��� � DATE BY DESCRIPTION APPROV. BY t Rrt tat s vG.r < U P. 70,00' EA& Fk.',:1VT REVISIONS MAIN RDAD SR, 25 (VAR, V107m) RECEIVED 7217 MAIN ROAD E SEP 0 5 2023 MATTITUCK NY 1 1952 SITE DEVELOPMENT FOR COMMERCIAL Sout o Town CONTRACTING & STORAGE O C- Ekt".. ��}�•*� Planning Board 0 W r STF� �` UTILITY PLAN N e CN � .. � a SITE PLAN =r L. K. McLEAN ASSOCIATES, P.C. O H Fy raj CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Z SCALE: 1 =30 JF 97 O ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 0 �. Sheet No. O 0 30 60 AUNDER THE DIRECTION OF A LICENSED PROFESSIONALND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R'S Feet �- GSS14�P Designed By: MF/CFD Scale: AS NOTED /-� ENGINEER, WHERE SUCH ALTERATIONS ARE MADE THE AUGUST 2022 Q PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND Drawn By: MF Date: (n / DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE \V 7 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 22064.000 F - F [\( N/ R THOR{ P L A N T M A T FOL cooN� W'A�{o�AU LEGEND: E R I A L L I S T SUF K PUMP STA SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES 307.23` _ _. ------ PROPERTY LINE %T AND RAIL ROAD b_ _ �- G ISL ' ' PROPOSED BUILDING AgA6 2 AMELANCHIER AUTUMN BRILLANCE 2"-2,5" AS DECIDUOUS �.�N ( t j GRANDIFLORA x AUTUMN SERVICEBERRY CAL. SHOWN SMALL TREE r+ 7}.10 W ` is ""....- �,a,>�`a �.. -�- BRILLANCE _ U V_ w- 'It� �" PROPOSED DUMPSTER ENCLOSURE CcA 3 CERCIS CANADENSIS WHITEBUD REDBUD 2"-2,5" AS DECIDUOUS tl ° i u u. �:. v: OD L--, SHOWN SMA y�p F_ 3 2318 E ^b dC N 3 , ��.'•�' u t �. �. °. u t7 ALBA CAL. LL TREE ` r a� hi �" �' u. �o (� PROPOSED LIGHT POLE AIC rj AMELANCHIER LAEVIS CUMULUS 2"-2.5" AS NARROW } I- }EM {Y „ `" � DECIDUOUS rrNcr- k � 11 chP u. �, V CUMULUS SERVICEBERRY CAL. SHOWN ¢,r ,ru t_Trtx u u � :.;. , '. •, ' �_�___� `, u Y u, u' V u. '� u u u- � PROPOSED TRANSFORMER TREE u. DECIDUOUS TREE JV 11 JUNIPERUS VIRGINIANA - 8'-10' HT., AS 5'-8' u_ u k SLAB u. a b" - �.va j 1 CcA u. v u.. Y g 912 SF, u. u. u.. EASTERN RED CEDAR B&B SHOWN 1 � 6 CcA �. �- D 1 STOR gU1LDING ,, , �. ,'-: CONIFEROUS TREE NATIVE EVERGREEN u. PROPOSED STORAGE 4 1 1 RaLG �.. 1 AgAB u. ON (F,F =29.50) . ELECTRIC UTILITY V V_ POLE HEDGE) � 6 FxC >� Am 19 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' 0.C. FRUITING =.o, ' .. • - 6 HxH ;.. FLAGPOLE o CONTAINER SHRUB �.. u.. '� / ti •: WATERVALVE HxH 30 HYPERICUM x HIDCOTE HIDCOTE ST. #3 3, 0.C. FLOWERING u k FIRE HYDRANT JOHNSWORT CONTAINER LOW SHRUB SIM . 1 A AB u h !� g 1 AIC ' R� GROUND LIGHT RaLG 43 RHUS AROMATICA GROW LOW SUMAC # w'. u. 6 FxC `� �;, . •. . . :'; ; •. � _ u. � 10 Am ' 3 3' 0.C. LOW SHRUB . tM TRAFFIC CONTROL BOX GRO-LO CONTAINER SPOT ELEVATION ChP 20 CEPHALOTAXUS YEWTOPIA (COMPACT #3 3' 0.C. COMPACT . �. . V, 1 Alc " TOP WALL * r�•;• '. '.:.: � • ;�.� 10 vdBB �. -• HARRINGTONIA PLANIA JAPANESE PLUM YEW) CONTAINER EVERGREEN OR ALT. TAXUS X MEDIA > " SIGN DOUBLE POST 'HICKSII' OR ALT. HICKS YEW Q l UNDERGROUND WATER 1 AIC 1O RaLG FxC 12 FORSYTHIA x FORSYTHIA GOLD 3 3' 0.C. FLOWERING r� � �• � u v UNDERGROUND ELECTRIC ���� # UNDERGROUND GAS COURTASOL' TIDE CONTAINER LOW SHRUB . :: 9 Am EASEMENT AREA VdBB 38 VIBURNUM DENTATUM BLUE BLAZE #5 5' O.C. FRUITING 'BLUE BLAZE' ARROWWOOD CONTAINER SHRUB IF • �, v" u 6 RaLG 7 HxH �! _ 4 DEPTH TOPSOIL AND SEED MIX FOR Y 10 RaLG NATIVE/NATURALIZED TURF AREAS WHERE MOWING IS ANTICIPATED SEE 3" DEPTH MULCHED . . •• � , u.. ..._..--- :; _ u - u- �-" STORY, 4,608 SF, � f W�� w ( ) I ,%;- '„ D 1 GF- 1"` C)rri Q w w w '' . PLANTING BEDS AS SPEC. OpOSE STORA slvdes �. .. � _- - - .�y-� � � u u 1,. GRAD r Z ' PRC ON E a �\ QGa Q THIS SHEET FOR SEED MIX SPEC. & 29.50) v 9 ChP `` 8 HxH v 6 RaLG F.F a �1 Q Q ' EROSION CONTROL DETAILS I .' Bu LD ''��'E u" fpr c .: r-fill Q O Q Q 0 V Q PLANTING NOTES: I'. '�' . .;.:. . ' •' ;. 0 �� 1 CcA `' u u. u_ g t u v u. . .. ' � ,, � TREE- DUG AS PER n,� ,� u RECENT STANDARDS FOR 0 0 1�� 1 . PLANT MATERIAL SIZE & TYPE SHALL FOLLOW THE LATEST AMERICAN STANDARD FOR NURSERY STOCK" ANSI AS ' u v u" 11 ,�„ NURSERY STOCK AS g PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. £_ ; u PUBLISHED BY THE Oa �a Ga 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN APPROVED UNDERGROUND SYSTEM. DRIP IRRIGATION �. 1 AMERICAN NURSERY & N `f / y SHALL BE USED AT ALL PLANTING BEDS AROUND BUILDINGS AND PARKING AREAS. -O O l ,,. v v. ` u. . ' u ;.. ° LANDSCAPE ASSOCIATION C p P,p u.., u. Z Y' x�-R�/JPp^ PROP.. LINE u, r e. . a. " M - ,�� 3. ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES AND SHALL BE A MIN. 5 SETBACK FROM RIGHT u . 5�cnZ ,. �,._ ,r � . ` (v WRAPPING AS SPEC. OF WAY. M I - �` ti 4. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, MATERIALS AND SURFACES NOT PLANTED. -D+m r� ` s p v u 3" MULCH AS SPEC. TREE FLARE AT TRUNK M a` 'Yar " , . 0. TO BE SLIGHTLY �•I i V HIGHER THAN 5. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF MOLD) WILL BE INCORPORATED INTO THE TOPSOIL C' u. V. t e SURROUNDING GRADE AT A RATIO OF ONE PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO INCREASE ITS WATER-HOLDING C h u. ` �p �" HIGH SAUCER (TYP.) CAPACITY. t u ( u • � k,, :, £,, � e• i � V. `� t i,,. `' � FINISHED GRADE Cf' `• ' 6. COARSE MULCH AT A MINIMUM DEPTH OF 3 IS REQUIRED ON ALL PLANTED MATERIAL. u' " ' 7. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER AS SHOWN ON THE PLANTING SOIL AS SPEC. NOTE: APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT MUST BE REPLACED WITH THE EXISTING PROPERTY LINE v,. SAME SPECIES AND S SH ON - ---------------------- - -:24 � � E PPROV S TE LAN WITHIN 6 MON HS. ANY CHANGE IN TREE OR u. DIG 2'(MIN.) DEPTH I S SIZE A OWN TH A ED I P T TEST HOLE TO VERIFY LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY THE PLANNING BOARD. S 40°40'48' W 5,01' ''""`j j /j\�/\jj\�j�\r� WELL DRAINED �� r f„ .r \\\jj�\j�\\ SUBGRADE MATERIAL 8, ANY TREE NOT SHOWN WITH SHRUBS LOCATED AROUND THE BASE OF THE TREE SHALL BE PLANTED WITH A 5' ROOT BALL /� RADIUS MULCHING BED FROM THE CENTER OF THE TREE. x ROOT BALL WIDTH (MIN.) 9. STREET TREE PLANTING ALONG FRONT RIGHT-OF-WAY (R.O.W.) SHALL FOLLOW THE TOWN OF SOUTHOLD TAMPED POROUS LANDSCAPE CODE 161-44 A THRU K. AS DETAILED AND SPECIFIED. rcx ")' •;,;. l (WELL DRAINED) „ST ' ' TYPICAL TREE PLANTING � � � O i �� SUBGRADE --- ! FERTILIZER/PEST MANAGEMENT NOTES: � K 1. THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. pnsr N.T.S. 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE PROHIBITED. 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS WETLANDS, STORM WATER CONTROLS, PONDING IS ( J / / PROHIBITED. / SHRUB- DUG AS PER � N/F / r 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. ' o TERRY AND LAURA WOODHULL N/F RECENT STANDARDS FOR DEVELOPED 7355 MAIN ROAD CORP. NURSERY STOCK AS 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE NECESSARY BY SOIL TEST, AND ONLY . . ' PUBLIC WATER DEVELOPED PUBLISHED BY THE , .; ;fir', PUBLIC WATER LANDSCAPE NURSERY ASSOCIATION IN THE SMALLEST AMOUNT NECESSARY. w • � 4. 6. ONLY ORGANIC BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT RATIO AND HIGH PERCENTAGE OF °? N/F / TOP OF ROOT WATER-INSOLUBLE NITROGEN (WIN), 50 PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL MATT MED LLC, / 3" MULCH AS SPEC. MASS TO BE ALLOW FOR SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY BIOLOGICAL ACTIVITY, TYPICALLY IN SOIL d r' CHARLES V AND GARY J SALICE _ SLIGHTLY ABOVE TEMPERATURES ABOVE 55° F, AND WILL PREVENT NITROGEN LEACHING. SURROUNDING GRADE DEVELOPED ' 4" HIGH SAUCER (TYP.) 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE APPLICATION WITH CUMULATIVE PUBLIC WATER FINISHED GRADE APPLICATION OF NO MORE THAN 2 LBS PER 1,000 SQUARE FEET PER YEAR IS PERMITTED. 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN �f I OR SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE ' PLANTING SOIL AS SPEC. - BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, E.G. r� o� NOTE= 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A O t� y"I. •. ', •. !1- DIG 2'(MIN. DEPTH / TEST HOLETOVERIFY NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST WELL DRAINED INDICATES IT IS NECESSARY. O / / \ \ \ \ \ \\� SU BG RADE MATERIAL - ! ROOT BALL C� Px'::°'C:d 'f 4.'FT• "D. w� (+"T,as7t.rTF. X ROOT BALL WIDTH (MIN. 73' TAMPED 196, POROUS 6/12/23 MF AS PER COMMENTS FROM BRIAN CUMMINGS CFD •> ..� �,� ..:_ �._.I...�_--_-_ � �""4�°-�' ct�i:���-r�rrnr,wn.=.x - - - - - - - (WELL DRAINED) SUBGRADE crNCRrrLSIA..r_m:______ 5/19/23 MF UPDATED PARKING LAYOUT CFD / --- P4 f� � SHRUB & EVERGREEN PLANTING DATE BY DESCRIPTION APPROV. BY U r rr c c r 70,00' EAS�'MEPIT - N.T.S. REVISIONS D MAID! RL7AD S,R, 25 (VAR vr"D) 7217 MAIN ROAD SEED MIX FOR NATIVEZNATURALIZED TURF AREAS: MATT(TUCK NY 11952 WHERE MOWING IS ANTICIPA 0 RECEIVED 0 `: is SITE DEVELOPMENT FOR COMMERCIAL 34.0% - FESTUCA RUBRA -CREEPING RED FESCUE CONTRACTING & STORAGE O 33.0% - FESTUCA OVINA - SHEEP FESCUE SEP 0 5 2023 O 10.0% - FESTUCA BtyIplLA. 'BEACOy' - HARD FESCUE, BEACON O� 5.0% - FESTUCA OVINA VAR, DURIUSCULA. 'RHINO' - HARD FESCUE, 'RHINO' S0ut o Town ��,0 W r 5.0% - FESTUCA OVNA VAR, UEA (F. ARVERNENSIS) (F. GLAUCA 'B E RAY' - BLUE FESCUE, 'BLUE RAY' P ° PLANTING PLAN Planning Board A. S 5.0% - POA PRATENSIS, 'ARGYLE' - KENTUCKY BLUEGRASS, 'ARGYLE Lj F Tf N 5.0% - POA PRATENSIS 'SHAHR9_Q ' - KENTUCKY BLUEGRASS, 'SHAMROCK' p0 1 b 3.0% - A_GFQSTI_ S PERENNANS. ALBA Y PINE BUSH-NY ECOTYPE - AUTUMN BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE y N € 260.00 POUNDS BULK VIABLE SEED PER ACRE OR 6 POUNDS PER 1,000 SO, FT. W 0 CD a SITE PLAN i L. K. McLEAN ASSOCIATES, P.C. N O H USE (E.C.N.) EROSION CONTROL MAT (JUTE MESH) ON SLOPES 15% OR GREATER. �y CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ZT SCALE: 1 "=30' SEE EROSION CONTROL MAT DETAILS ON THIS SHEET. SF o 97 Q N 0 30 60 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS �����a`p� Designed By: MF/CFD Scale: AS NOTED Sheet NO. O ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS \` AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL C) �\ Feet ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE ^ Q) C\ PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022Cn DESCRIBE THE FULL 1U[ DRAWING AND/OR IN THE SPECIFICATION RATION ED. LAWE PP y n SECTION 7209-2). Approved By: RGD File No. 22064.000 NSF AUTHORITY :. OLK COUNTY WATER $,C ^ -a`S', .. LEGEND: SUFF PUMP STA " -- `5 P _ LAWN IRRIGATION LEGEND IRRIGATION AREA = 34,239 SQ FT OR 42.7% k :, . , ° '.,.x,..: . 7,23 �°�"� -- RA :,{,:: ., . 30 - ---- PROPERTY LINE �','••'! PROPOSED FULL CIRCLE £- �-;..�.:., - ;, „ S, ;, L .p,;.o . ,�. .�, ..-•--�"'p""" (TOTAL SITE AREA= 80,150 SQ. FT.) G v ,.,._ w.. at• =�/ IRRIGATION HEAD AN = ' $ " ml}E f ,� x ^ ; r . � . PROPOSED BUILDING N ISL D PROPOSED HALF CIRCLE FIVE ZONES FOR THREE DAYS OF IRRIGATION WITH ZONES LL7b W�-�-___ [ `` •r �, 4� IRRIGATION HEAD 2 & 4 SCHEDULED FOR ONE DAY EACH AND ZONES 1 , 3 ji���,, ,s -- & 5 ON THE THIRD DAY. r ,;Oji ; " E _ _ _ V �.,,w / , t x I�� PROPOSED QUARTER CIRCLE g , 3°2318 I I PROPOSED DUMPSTER ENCLOSURE .= t . � '1 F:. N 3 - �- "�. /�'' tv � /� w `��, \��i o �` u aksf u. U IRRIGATION HEAD t�'4t_ 50"4 3Ct,L / 1\ r / ` � r =��_•- °„ v s� L� . ZONE 1 = 7,543 SQ. FT. ° : _� /� ► ` .` / / / `\ �. �t �/ r PROPOSED LIGHT POLE �.'I PROPOSED ADJUSTABLE. tt7 �, azo LrF:x rrrcr �,:::;tr �.�� "k ° L CIRCLE IRRIGATION HEAD -_ x // u_ �' �` w. �� �. PROPOSED TRANSFORMER ZONE 2 = 8,715 SQ. FT. •� ',. ' ,.�-"-:;; Via; = __ � .. //•"� � ti,' �•���.-�- a SLAB `` t t �• .` SEE IRRIGATION DETAILS ON THIS SHEET SF) DECIDUOUS TREE ( ) g.cn a 912 ' : :-�,�:• : :' u` �� t/�t i . 1 STORY' 6, _ CONIFEROUS TREE ZONE 3 = 10,770 SQ. FT. ti .� .� PROPOSED STORAGE BUILDING u /t � + „� . ,°" ,, S moo" w I + I $ u ON GRADE /'�v - ,s�\s. �0 / V UTILITY POLE IRRIGATION PLAN NOTES: Z. : _-L„ t (F•F,-29.50) / �. < t ' / �_ t v / / ELECTRIC MANHOLE 1 . SEE LANDSCAPE PLANS FOR PROPOSED PLANTINGS. ZONE 4 = 7,211 SQ. FT. a`11, _ - k-- I ;' FLAGPOLE 2. SEE DRAINAGE & GRADING PLAN FOR PROPOSED �.c ) i _ '` %� �`� " a �-� ti WATER VALVE GRADES & STRUCTURES. z / ` '` 01 3. SOIL MOISTURE SENSORS WILL BE USED WITH THE ZONE 5 = DRIP IRRIGATION I•j '� �,� �' F � FIRE HYDRANT ( ) u IRRIGATION SYSTEM, TO WATER ONLY WHEN NECESSARY v t GROUND LIGHT DURING TIMES OF LOW SOIL MOISTURE. TRAFFIC CONTROL BOX 4. NO MORE THAN 1 ,000 GALLONS PER DAY SHALL BE NOTE: AN IRRIGATION TIMING PLAN WILL BE IMPLEMENTED / r USED FOR IRRIGATION. FOR THE SITE TO BE IRRIGATED IN PHASES SO THAT c� � •` •' . • "" "•`�� � ;.•d �• . i SPOT ELEVATION .+ , ` ;s c • 5. THE FACILITY WILL NOT RUN THE IRRIGATION SYSTEM u" "-`� TOP WALL BETWEEN THE HOURS 2:OOAM SECTIONS OF THE SITE ARE TO BE IRRIGATED IN ON u 0 - e & 7:OOAM ALTERNATING DAYS AND ENTIRE SITE IS NOT SIGN DOUBLE POST IRRIGATED ALL AT THE SAME TIME. UNDERGROUND WATER UNDERGROUND ELECTRIC TYPICAL SIZE OF IRRIGATION HEADS QUANTITY I• T7�� . '" UNDERGROUND GAS . •. •. �';,T"1. I �,�'1 a ... �...,.a.,,._-..•�"»....".._... EASEMENT AREA / PROPOSED -30 FEET RADIUS ZONE#1 = 3 IRRIGATION HEAD 1.82 GPM ZONE#2 = 5 ZONE#3 = 8 Sr' MODEL 1-20-00 ROTOR HEAD ZONE#4 = 08 r' # 5 _ : d.Lam" -�E �+►E-=---==E i / PROF�OSED 1 S ADE �SSORAGB J� S : u. .._--E.. Y. ® ► u a�---.. / / SLA ON GR 28,50) ��` .�. o�� PROPOSED N30 FEET RADIUS ZONE#2 = 1 / u.. ®� u-ave /u /,,> , P F.F.= t a 2> a O �7 / u BUILDING ( 'r �� + -�sT MODEL AR LEN THAS NEEDED KIT, IRRIGATION HEAD 3.64 GPM , •, . u. �. � ® > ` �ti/� + I � - � ! „REDAR u�,D,H As N®m ZONE#3 = 1 Y11vi i ' MO CHECK VALVE 'f'1l� V 9 DEL 14C-75F-75M ..b... ._. 4. i -+..�1„US=c�.c"4'Ng- • �-�R.q i� &'''MI4i� .,-....-..��"�'J,1^,., k..$4°6; :.`3��` M ',..'•^'a, • . .r' I` = � I �,,... .».,.;., I V. "", �• -�^r-.,w. V. �,,,,•'"" -..-,. Via' 1', k- ., - .1,.. t ,_.-x PROPOSED -20 FEET RADIUS ZONE#1 1 u ® ` f, , V"I11(lwIRRIGATION HEAD 1.48 GPM ZONE#2 = 1 •. •. t fa �."`•} ., / ,.m' •. �L Sy >✓, SCH RO NIPPLE ., V';.,. V "' k, s 1! �, t V.. F • +.. -..r' •e'° ,,'t. G' V.M '•s i6 / r I V:. FINISH GRADE ` f „�" ro,§' �.f> 'fit •f' r"',v{.7:k"J d�`°.. '.`• I 49 V. t�"`k, A I I A,, a' `'e,....r"I ZONE#3 1 YY -`r-Y •ter-�„,o,"f,Y`r �, A'� 4`( "+, 4,4,R+ V. ,,rµ g V. I V. o { �. u t k ZONE#4 2 Z 4 x -d4 f, P THREADED r r� '" °=R`NE `°' V_ ............/ °.P ` a V. V. u PVC STREET ELLS(3) - PROPOSED 10 FEET h, SCH 40 om�z ' ; t �� �� �G '� SCH BO NIPPLE °� 3 •�` N RADIUS ZONE#1 = 1 o c� r - _ u I g0 IRRIGATION HEAD 0.84 GPM # m 0 r- ,: �"'.M,� g l ( F, r'...r•--' __..IF cc. �. - <:.• r' ZONE#2 2 ' ! A / w u / L / LATERAL TEE OR ELL ZONE#3 1 V, V. V K p`;f LATERAL PIPE . �lL ZONE#4 = 1 V, PROPOSED -16 FEET RADIUS ZONE#1 = 13 C7 c p @ / ,� ,� � �_.,,^._� IRRIGATION HEAD .93 ZONE#2 3 ww . / �k ` F ZONE#4 = 2 ROTOR HEAD u� N.T.S. � : ----- S 4Raw m r_� I EXISTING P PERTY LINE ' ! 245,01' IRRIGATION PLAN CALCULATIONS: • �� 0°40'48' - ".l rrr,r« I<;,x'r. . l F FINISH GRADE MP ROTATOR USING HUNTER IRRIGATION NOZZLES MP3000 (30' RADIUS) AT 40 PSI, �• / / 360' = 3.64 GPM, 180' = 1 .82 GPM & 90' =0.86 GPM. 2. USING HUNTER IRRIGATION NOZZLES MP1000 (10' RADIUS) AT 40 PSI, t . H if 360° = 0.84 GPM, 180' = 0.42 GPM & 90° =0.21 GPM & 210' _ 13 0 / 0.49 GPM 3. USING HUNTER IRRIGATION NOZZLES MP815 (16' RADIUS) AT 40 PSI, 360' = 1 .87 GPM, 180' = 0.93 GPM & 90' =0.49 GPM & 210' _ / 1 .10 GPM MODEL PROS-04-PRS40-CV 4. USING HUNTER IRRIGATION NOZZLES MP2000 20' RADIUS AT 40 PSI, SCH 80 NIPPLE ( ) ` / % 360° = 1.48 GPM, 180' = 0.77 GPM & 90' =0.43 GPM & 210' _ r. ¢` PVC STREET ELLS (3) 5 1 .10 GPM . , ' ,, ;, ff N/F / / USING HUNTER IRRIGATION NOZZLES ABOVE WITH AN IRRIGATION RATE HOUR. C) I . , o TERRY AND LAURA WOODHULL . _ r DEVELOPED 7355 MAIN ROAD CORP. TTEEEOR ELL OF 0.39 TO 0.97 INCHES/ 7 ' PUBLIC WATER DEVELOPED / LATERAL 6. ZONE#1 HAS (3) 30 RADIUS, (1) 20, RADIUS, (1) 10 RADIUS AND or3 0 PUBLIC WATER PIPE (13) 16' RADIUS, WITH A TOTAL OF 19.87 GPM. , . ; . '. e,. �, : N/F / 7. ZONE#2 HAS (6) 30 RADIUS, (1) 20 RADIUS, (2) 10 RADIUS AT 360° AND (3) 16' RADIUS WITH A TOTAL OF 18.69 GPM. • - MATT MED LI-C, ' CHARLES V AND GARY ,I 8. ZONE#3 HAS (9) 30' RADIUS, (1) 20' RADIUS, (1) 10' RADIUS, WITH " SALPCE ' A TOTAL OF 20.52 GPM. DEVELOPED / SPRAY HEAD W� M P ROTATOR 9. ZONE#4 HAS (5) 30' RADIUS, (2) 20' RADIUS, (1) 10' RADIUS AND PUBLIC WATER SPRINKLER 1 (2) 16' RADIUS AT 180°, WITH A TOTAL OF 14.76 GPM. •� � I .�.� -� �. . � - :� . . . :,�. ... N.T.S. oUN i RECEIVED ° 71 : / 1 .82 SEP 0 5 2023 o � / / Sout o Town -•�, �,-,c� '. '� , , ', PROPOSED VALVE U �*~_>3 BOX MODEL# Planning Board VB-STD AS MANUFACTURED BY • ` 195.73' RAIN BIRD OR "' T ----j APPROVED EQUAL. 1 .08 6/12/23 MF AS PER COMMENTS FROM BRIAN CUMMINGS CFD _ -'---.._.. - - - - c7 _. X . ______ ______ au ` ,,•,.•rc s:rwne - - - - TO PROPOSED -� FROM WATER --�- IRRIGATION U . ___ 5/19/23 MF UPDATED PARKING LAYOUT CFD '/~ t \' s SERVICE ®' SYSTEM DATE BY DESCRIPTION APPROV. BY SITE PLAN ' , {� rE,vT - - - - - 1 .38 SCALE: 1 "=30' REVISIONS MAIN RDAD S.R. 25 (V 18-24"18-24" COILED WIRE PROPOSED 1"0 Q 0 30 so WATERPROOF CONNECTORS (2) 100 PSI NSF POLYETHYLENE PROPOSED 1"0 7 217 MAIN ROAD Feet REMOTE CONTROL VALVE MODEL PIPE 0.40 100 PSI NSF .. MATTITUCK NY 11952 E ICV-XXXG ACLU-SYNC-ADJ PROPOSED DOUBLE 0.45 POLYETHYLENE FINISH GRADE CHECK VALVE PIPE SITE DEVELOPMENT FOR COMMERCIAL _ o _ MODEL QT - � STANDARD VALVE BOX AS MANUFACTURED CONTRACTING & STORAGEURED ,;�' d- •a (� O APPRO ED Y WATTS OEQUALST Q(P\ / N r * ,I SCH go T.O.E. NIPPLE IRRIGATION PLAN TYPICAL DOUBLE CHECK VALVE DETAIL �� d MAIN LINE" PIPE & FITTINGS N.T.S ,. . N a L. K. McLEAN ASSOCIATES P.C. N0 rr--� -BRICK SUPPORTS (4) ' �f CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Lr Z 3/4�� MINUS WASHED GRAVEL 07 3 CD THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS A Sheet No. 0 Q PVC SLIP UNIONS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED Q N p IRRIGATION DETAIL AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL /-� /� N THE PROFESSIONALENGNUEER MUST SIGN. SEAL, DATCH ALTERAnONS ME EE AND a Drawn By: MF Date: AUGUST 2022 (� n b DDRRAAWING AND/OR INBE THE FULL THE S SPECIFICATOF THE ION ALTERATION ED.ON C �vJ1 SECTION 7209-2). Approved By: RGD File No. 22064.000 f---- 10.0' 1 DUMPSTER(S) TO BE SIGNAGE RESERVED 6" CONC. SLAB WITH WELDED 9 -1 .. / FOR SUPPLIED BY OTHERS NOTE: PARKING WIRE MESH, SEE PAVEMENT/ ACCESSIBLE SEE SIGN ° a ° ° . . -Z PARKING SIGN HEIGHT SHALL BE SET ® FOR ROOF LEADER SURFACE 'SCHEDULE ON SITE °'•. / '. "F' a ° ,° t ACCESSIBLE DETAIL SHEEP ° 'a��� 8' WHITE VINYL FENCE TO MAKE IT CLEARLY VISIBLE ENCLOSURE TO ALL PEOPLE WITHIN THE DETAIL NG ,a '' ' ",' ,° ��'. •• ,; a' DRIVER'S SEAT OF ANY a , (SEE TYP. FENCE DETAIL) VM •' y.,e °'I `` VEHICLE ACCESSIBLE TRANSITION . w• J.• :IJ/ ' 'a :% a•.•°• •4 I. ..•e �\ 5.O' L l2"-r-1 N J� ' :' 0» �-LANDING GREEN BORDER (3/8") AND SCHEDULE PVC CPVC AN OUT 15.0' L,' � J L, : , • '. �.` J 1 .• RESERVELETTERING (2 HEIGHT) ° f J/: / ° REVEAL 1 WHITE BACKGROUND AND z aJ ' .' i . °, PIIS' 3/8" MARGIN .' $.0� 1 18' O STEEL POST °. ; w ° DROP CURB ;,' _' BLUE INTERNATIONAL (2"x2") 4" MIN. ADS DRAIN PIPE ' ' .• > ' SYMBOL OF ACCESSIBILITY 1 % MIN. PITCH �.. •. • i i •4 . ,L' - -NC. WHEEL �.; „ . •.----5.0' - I---5.0'- _wl GRADE STOP (TYP.) =`LL 3/8" GREEN BORDER VINYL 5"x5" POSTS a` ° 4 (TYP.} -F- i „ 4" (TYP.}-i 12 1 1/2" GREEN LETTERING z ...I s, . CONCRETE BASE „ WITH STEEL CHANNEL (NP.) ''. . ° WHITE BACKGROUND AND .; '. BLUE :,, °- --N :,' 6' ACCESSIBL i>, ;"1 �.;• J/. .. . PAVEMENT 3/8 MARGIN 12" HAUNCHED CONC. SLAB WITH +w.r MARKINGS � � �Q> �• �. #5 BARS ® 16" O.C. EACH WAY N 'S DUMPSTER ENCLOSURE DETAIL SIGNAGE FOR ACCESSIBLE PARKING N.T.S. N.T.S. SIGNAGE F 0 R 8" ADS ACCESSIBLE SLOPE © 1 % PARKING ROOF LEADER DOWNFALL DETAIL =' N.T.S. _ N.T.S. m > !e I 10.0' 10.0'-- --*"i-�--10.0' - -30.0" _ � I---24»� TYPICAL ACCESSIBLE PARKING DETAIL 6 - , N.T.S. SECTION NOTES: F.... mm,_, � .w._.. .j.° .. . ._ 9., . � PLAN [k CAST IRON CURB INLET FRAME & SOLID ^LINE ` (WHITE)I T E GRATE AS MANUFACTURED BY LONG 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR ISLAND PRECAST OR APPROVED EQUAL FINISHED GRADE NOTE. ALL SIGNS SHALL 35B SPECIFICATIONS ASPHALT PAVEMENT �i 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY N.T.S. BE IN ACCORDANCE WITH � LOADING THE NEW YORK STATE 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND '$" MANUAL OF UNIFORM PRECAST OR APPROVED EQUAL. i TRAFFIC CONTROL DEVICES. z » 12" (TYP.) NOTES: _ 24 HEAVY DUTY FRAME & COVER 3'-0" (TYP.) _ ° _ r ° 1. ALL PAVEMENT MARKINGS SHALL 0 N.T.S. BE IN ACCORDANCE WITH THE '� I ° (MIN.) NPN,`; 45' FEDERAL MANUAL ON UNIFORM C I C 2' MI TRAFFIC CONTROL_ DEVICES & A °a THE NEW YORK STATE ( w SUPPLEMENT TO THE FEDERAL l J sxs s&s w.w.F CI z (OR APPROVED MANUAL ON UNIFORM TRAFFIC = n l I EQUAL REBAR) ° CROSSHATCHING CONTROL DEVICES. I 11A ' �I 24" DIA. ADS PIPE d " ROADWAY aao WHITE L �Ll �IJ �lJ ----- C N.T.S. i L L L CRUSHED LL�7t STONE d " �- t iU " a STOP SIGN PLACEMENT DETAIL -T ° T �-�---2324»�I I -- --'- _W77777 - � -�-.- o o -�-r � N.T.S. SECTION PAVEMENT MARKING DETAILS I PLAN NOTES: N.T.S. I� --4" N T 1. MATERIALS SHALL CONFORM TO ASTM A48 CLASS 30B OR 35B PLAN VIEW SECTION C-C 2. LOAD RATING SHALL BE AASHTO & HS NOTES: 20-44 HIGHWAY LOADING 1. ALL CONCRETE TO BE 4,000 P.S.I. ® 28 DAYS PRECAST BOX AS MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL. 2. PROVIDE PIPE OPENINGS AS REQUIRED. 2 4" HEAVY DUTY FRAME 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. 4. WELDED WIRE MESH ASTM A185. 5. REBAR ASTM A615 GRADE 60. & OPEN GRATE COVER 6. ADDITIONAL INLETS TO BE SPACED 5' APART. 7.1 co N.T.S. 4'X4' CURB INLET-CATCH BASIN 2" THICK HDU SIGN FACE .� WITH CARVED COPY 5"x5" VINYL POST SLEEVE -+-� N.T.S. WITH TREATED 4"x4" CORE Q) Mattituck Commercial 8 THICK REINFORCED DRAINAGE NOTES Contractors Yard 2.B• CONCRETE TRAFFIC BEARING 1olf . STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 VINYL EXTERNAL I� s'-o" 3• PROPOSED LIGHTING BAR SLAB 24 DIAMETER (TYP.) I (POST CENTERS)- 7217 MAIN ROAD CAST IRON INLET GRATE & FLAT TOP CAP / SURFACE AS PER 2. ALL CONCRETE TO BE 4000PSI C� 28 DAYS cn PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS s" 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE PROPOSED PER DRAINAGE PLAN) 4 BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE VINYL TOP RAIL WITH GRADE '•'' - ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY STEEL CHANNEL 4" MIN THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT (TYP-) r) BE SHOWN ON THE PIANS. VENYL FILL 3 " v ° BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN PICKETS (TYP.) 8 ° a° ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE a ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. VINYL MIDDLE SITE SIGN ELEVATION © ® ® ® � - NO DIRECT PAYMENT WILL BE MADE RAILSTEWITH THANNEL N.T.S. j (TYP.) - s• 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO AEE!• ® ® ® ® ® FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED 86 ® ® ® ® BY THE ENGINEER. D°00 a°oa° ® ® ® °O°.OD Q�• 144" o oDDv. o^°d q° VINYL 5x5 POSTS °dog ooe� 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. WITH STEEL °°°°°� © ® ® ® HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE C� EFF. DEPTH A PER GRADING Aga a °� CHANNEL (TYP.) 3 " 12/12/22 FP ADDED ENTRANCE SIGN CFD / & DRAINAGE PLAN - =°aa�o=� (SEE PLAN BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. Y - °°o�oO 10'0 DEEP PRECAST FOR SIZE) DATE BY DESCRIPTION APPROV. BY ® � ® � 7. USE TWO (2) INCH MINIMUM COVER ON ALI. REINFORCING BARS °� ® ® ® CONCRETE LEACHING UNLESS OTHERWISE NOTED. VINYL , oM REVISIONS - RING _ STEEL CHANNEL ® ® ® o°.O = 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING (TYP n PJ s" 11M_ 7217 MAIN ROAD - oo6e d - DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE RECEIVED MATTITUCK NY 1 1952 000go: I GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND $° -- SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF FINISHED GRADE -0 �_ ® ® °o - (CONCRETE PAD 2" �a°00� 1 A EFFM ° TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAF- AND I AS SCHEDULED) SEP 0 5 2023 SITE DEVELOPMENT FOR COMMERCIAL o°°ooQ HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT x._11" , 10"0 NORMAL; O _ ao °os - PAYMENT WILL. BE MADE FOR THIS OPERATION. 12" 0 CORNERS CONTRACTING & STORAGE 2' MIN. °oo _ CONCRETE Southold To n ppoo gao o �» Dd qe°aoDB o��80° 9, IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS FOOTING (TYP.) a Planning Board O o� ° po.o;oo CLEAN SAND & 9 DF �! ° o o°°8 Doo o°,ae GRAVEL GROUND �o�. CLEAN SITE DETAILS I� GRAVEL FILL yO,Q •, �' WATER AS APPROVED REINFORCEMENT NATES: ( ) .`Q �� A STS. 2' MIN. 10'-0" 2'MIN. BY THE E.I.0 1. STEEL REINFORCED ON LEACHING SECTIONS -s" NOTE 1: SEE NOTE 1 WELDED WIRE FABRIC 6"x12"#6x#8. I ` o 0 CLEAN FILL MATERIAL IMPORTED ``' a L. K. McLEAN ASSOCIATES P.C. N 0 FROM OFF SITE SHALL BE FREE OF 2. STEEL REINFORCING ON CONE SECTION 12- 2 TYPICAL 8 HT. WHITE VINYL Z ORGANIC MATERIAL & CLAY. LEACHING BASIN DETAIL VERT., 1- 3 TOP, 1- BOTTOM. # FENCE ENC `� , CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 # # ENCLOSURE DETAIL �'yfF �, Designed B AS NOTED N.T.S. N.T.S. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 7 �/ Sheet NO. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AA O AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R'S 9 Y' MF CFD Scale: N UNDER THE DIRECTION OF A LICENSED PROFESSIONAL _ Q ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE /°� v w O Q� N PROFESSIONAL ENGINEER MUST SIGN, SEAL„ DATE AND Drawn By: MF Date: AUGUST 2022 l(`!_DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE I DRAWING AND/OR SPECIFICATIONIN THE 7 (NYS ED. LAW SECTION09 . Approved By: RGD File No. 22064°000 GENERAL NOTES: BACK FLOW PREVENTER NOTES, 1. LOCATION OF EXISTING AND PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE 1. INSTALLATION OF THE RPZ DEVICE SHALL MEET ALL SCWA CROSS-CONNECTION AND MUST" BE CONFIRMED INDEPENDENTLY WITH THE OWNING UTILITY COMPANIES PRIOR CONTROL UNIT AND SCDHS REQUIREMENTS. 12 MIN, TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES EXIST, THE CONTRACTOR CLEARANCE SHALL NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. WHEN OPEN 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL HEATED HOT BOX ENCLOSURE PROPOSED GFI OUTLET 120V HUBBEL MODEL HB2-DT OR AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY APPROVAL. ( 30" MIN. WORK. THE CONTRACTOR MOST CONTACT THE APPROPRIATE "ONE-CALL" SYSTEM TO TESTCOCK STANDARD) WITH CONDUIT, SUPPLIED APPROVED EQUAL CLEARANCE TESTCOCK ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE 4. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN (TYP.) OF 4 �� 3.3' BY CONTRACTOR. CONTRACTOR TO WHEN OPEN (TYP.) OF 4 FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD SECURED PRIOR TO STARTING WORK. INSTALL HEIGHT TRACING AND PIPE , LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. - - - _ _ _ INSULATION ALONG ALL EXPOSED •5 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY r - - - - - - PIPE & RPZ DEVICE PROPOSED GFI OUTLET (120V 3. MAXIMUM DISTANCE OF 125' (AS MEASURED ALONG THE PIPE) FOR RPZ/DCV TO BE REASON UNLESS SCWA IS NOTIFIED. HEATED HOT BOX ! 3.3' STANDARD) WITH CONDUIT, SUPPLIED ACCEPTABLE INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS ENCLOSURE HUBBEL I I I BY CONTRACTOR. CONTRACTOR TO REQUIRED TO BE INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE IS MODEL HB2-DT OR - I I INSTALL HEIGHT TRACING AND PIPE INSTALLED ACCORDING TO THE APPROVED PLANS AND SIGNING THE APPROVED EQUAL I INSULATION ALONG ALL EXPOSED 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING CERTIFICATION STATEMENT ON FORM NYSDOH 1013. I r- - - - - - -- - - - - -1 PIPE & RPZ DEVICE AND PROPOSED), DRAINAGE, DRIVEWAYS, CATCH BASINS, UTILITY POLES, TREES, 7. THE BACKFLOW PREVENTER DEVICE SHALL BE TESTED ANNUALLY BY A NEW FEBCO MODEL LF825Y - OBSTRUCTIONS, ETC. TO PROPOSED WATER SERVICES. YORK STATE CERTIFIED TESTER. 2" RPZ DEVICE OR APPROVED EQUAL I I LGFI TRENCH NOTE, 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR I I I FEBCO MODEL LF825Y - - FREEZING. 3,0 2' RPZ DEVICE OR 1. UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON I I 30"MIN. APPROVED EQUAL I 9. TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. 18"MIN. 2.1' I ( 3"„ 0 MIN. DRAIN PORT BOTH SIDES OF THE TRENCH PRI❑R TO EXCAVATI❑N. CLEARANCE). ¢ I 2. ALL TRENCHING REST❑RATION WORK SHALL MATCH PROPOSED OR EXISTINGI I I I I I (TYP.EACH END) SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. 10. ALL CONNECTIONS, TEE'S, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED I DOWNSTREAM OF RPZ DEVICE. I I 3"O MIN. DRAIN PORT 3.33' I $"MINJ, 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' 11. PROPER MAINTENANCE SHALL BE PERFORMED. WITH SCREEN DIRECTION OF FLOW LIFTS. (TYP.EACH END) 12. DEVICE SHALL BE FROM N.Y.S.D.O.H. APPROVED LIST AND SHALL HAVE USC I I L_ --1- - -- - - - - -- - - - _J 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND REST❑RATION WITH FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL. GALV. ANCHOR BOLT AS EACH UTILITY INSTALLATION, PER MANUFACTURER'S ---�- 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION REQUIREMENTS ° . a ' '. a � 6„ HINGE SIDE OF ENCLOSURE 5. THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OR ACCESS TO RELIEF VALVE. ". „'' •• ' 'a ° OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND UTILITY GRADE (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) AND ❑IL 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, LIGHT POLE, DOMESTIC WATER ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIRELINES. NOTE: DIAPHRAGM ON FEBCO MODELS MUST L6" THINK REINFORCED ELECTRIC TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTI❑NS. 15. EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND PIPE STANCHIONS PROPOSED 6" THINK REINFORCED BE INSTALLED ON THE 30" CLEARANCE SIDE CONCRETE SLAB ON CONCRETE SLAB ON OF THE ENCLOSURE. COMPACTED SUBGRADE INSTALLATIO14 OF SERVICES UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTION COMPACTED SUBGRADE 1, INSTALL_ PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO DEVICE, THE PROPERTY LINE OR AS SHOWN ON THE PLANS, 16, THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER, 2 " DOMESTIC RPZ ELEVATION VIEW 2 DOMESTIC RPZ PLAN VIEW 2, LEAVE A 1' RISER ABOVE THE GRADE ELEVATI❑N AT THE P❑INT WHERE THE PROPOSED WATER SERVICE WILL CONNECT TO THE EXISTING SERVICE LINE, 17. DEVICE MUST BE LEAD FREE, NO LEAD SOLDER SHALL BE USED FOR THE N.T.S. N.T.S. INSTALLATION. 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF INSPECTI❑N, MEASUREMENTS ARE TAKEN FROM TWO (2) NEAREST 18, THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER CORNERS OF THE BUILDING TO THE END OF THE PIPE AT THE PROPERTY LINE. METERS AND BACK FLOW PREVENTION DEVICES, SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT THE SCWA NEW SERVICE DEPARTMENT. 19, BACK FLOW PREVENTION DEVICES MUST BE TESTED ANNUALLY BY A NEW HEATED HOT BOX ENCLOSURE 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY YORK STATE CERTIFIED TESTER, HUBBEL MODEL HB2-DT OR FROM ANY OBSTRUCTION SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, OR 20. TEST REPORTS MUST BE SUBMITTED TO BOTH THE: WATER DISTRICT AND APPROVED EQUAL DRIVEWAYS, THE APPROPRIATE COUNTY DEPARTMENT OF HEALTH. 5. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FEBCO MODEL LF825Y - FROM WATER SERVICE. 21, ALL INSTALLATIONS SHALL CONFORM TO BOTH THE WATER DISTRICT'S 2" RPZ DEVICE OR RULES AND REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH APPROVED EQUAL WATERLINE SPECIFICATIONS DEPARTMENT REGULATIONS, 1, FOR PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE C . . . . TYPICAL S.C.W.A. WATER METER AND PIPE. 22. LAYOUTS SHOWN ARE APPROXIMATE. ADJUSTMENTS MAY BE REQUIRED TO - -- SATISFY FIELD CONDITIONS, ALL ADJUSTMENTS SHALL BE SUBJECT To SMALL 36" METER VAULT. METER VAULT 2. FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA THE APPROVAL OF THE WATER DISTRICT, z TO BE FURNISHED AND INSTALLED IN STANDARDS ACCORDANCE TO SCWA STANDARDS. 3, PLASTIC: PIPE SPECIFICATI❑NS1 23. MINIMUM CLEARANCES SHALL BE MAINTAINED. 3.1. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS 24. ALL MATERIALS SHALL BE NEW, NO USED MATERIALS SHALL BE 10 MIN CAN BE INSTALLED FROM THE BUILDING TO WITHIN 15' FROM THE PROPERTY INCORPORATED INTO THE WORK, LIJ LINE:, THE LAST 15' TO THE PROPERTY LINE MUST BE CLDI PIPE OR 'K' 25. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH 0 20 MAX S❑F'T COPPER TUBING, J MANUFACTURERS INSTRUCTIONS AWWA MANUAL M23 AND THE REQUIREMENTS a PROPOSED L 3.2. PIPE' SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 VALVE BOX EMERGENCY SHUT P.S.I. (WITH BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING ❑F THE SUFFOLK COUNTY DEPARTMENT ❑F HEALTH SERVICES. PROPOSED DRAIN HOLE PRESSURE) `:..ti �. :.ri.;:::::•:•' rY•. 26, A C❑NTIIvU❑US AND UNIF❑RM BEDDING SHALL BE PROVIDED IN THE TRENCH OFF VALVE '� '•s .� :�;• �:•' 3.3. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS FOR ALL BURIED PIPE, BACKFILL MATERIAL SHALL BE TAMPED IN 6' NOT ACCEPTABLE, (BRASS COUPLINGS ARE REQUIRED,) LAYERS. STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF 3.4. FIFTEEN (150 FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE AT LEAST 6' BELOW THE BOTTOM OF THE PIPE, PROPOSED CONCRETE THE BUILDING TO THE START OF THE PLASTIC PIPE, 27. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54', SLAB SERVICE LINE INSPECTI❑N PROCEDURES 1, CALL THE SCWA NEW SERVICE DEPARTMENT (631-216-1148) TO REQUEST AN 28, ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION INSPECTION WHEN YOUR WORK IS COMPLETED, (BEFORE 213OPM FOR F❑LL❑WING BLOCKING ❑R TIE RODS T❑ PREVENT MOVEMENT, NOTE: ALL VALVES, BENDS DAY) 29. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE SAND FITTINGS TO BE PER TESTED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD EXISTING THE LATEST AWWA AND 2, CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE SCWA OWNED T 54" MIN. (600, DAY OF INSPECTION, SCWA STANDARDS. ANDARDS. WATER MAIN 3. IF REINISPECTION IS NECESSARY, A $25,00 FEE MUST BE PAID PRIOR TO THE 30, WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA REINSPECTION. STANDARD C-651-86 OR THE LATEST REVISION• CONTINUE 2" 0 PLASTIC WATER 4. LEAVE THE TRENCH OPEN. D❑ NOT BACKFILL THE TRENCH UNTIL SCWA 31, BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER LINE TO INTERNAL BUILDING INSPECT❑R HAS APPROVED THE SERVICE LINE. DISINFECTI❑N ARE REQUIRED AT L❑CATIONS SPECIFIED BY THE SUFFOLK DISTRIBUTION. 5. IF THE SERVICE LINE INSPECTION PASSES, THE END OF THE PIPE BY THE COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, A CURB WILL BE PAINTED BLUE. IF SERVICE INSPECTION FAILS, THE END OF BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF I THE SERVICE WILL BE PAINTED RED AND A REINSPECTI❑N FEE OF $25.00 WATER MAIN OR PORTION THEREOF. WILL BE BILLED. ==-- ----- 6. PLEASE D❑ NOT CALL SCWA OFFICE UNTIL 4130 P,M. IF YOUR INSPECTI❑N 32. AN OPEN ❑R CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED, DIRECTION OF FLOW FAILS, 33. ALL ASSEMBLIES MUST BE INSTALLED WITH THE MANUFACTURER SUPPLIED .$ 7. NO OTHER UTILITIES (E.G, GAS, ELECTRIC, CABLE TV, ETC.) SHALL BE BURIED RESILIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY, Li, END TYPE "K" COPPER PIPE AND IN THE WATER SERVICE TRENCH, 2 90' ELBOW (TYP.) 2 90' ELBOW (TYP.) CONTINUE SITE WATER PIPING WITH Q) Tj 0 METER SETS -CLASS 150 PLASTIC PIPE - TONE [IF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE WIRE AND WARNING TAPE SHALL BE AFTER ALL N I CONTINUOUS ALONG ENTIRE LENGTH OF DEPARTMENT TO HAVE THE METER SET, MAIN C]' / HEATED ENCLOSURE NOTES, WATER TAP BY S.C.W.A. C ALL FEES TO BE PAID BY 1. THE HEATED ENCLOSURE SHALL BE HOT BOX, HOT ROK, HYDROCOWL, CONTRACTOR SAFE-T-COVER, OR APPROVED EQUAL. 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. THE SCWA SHALL BE OWNER INSTALLED AND 3. THE HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND RESPONSIBLE FOR CONNECTION MAINTAINED PIPE TO METER MAXIMUM OF 20' FROM THE PROPERTY LINE. TO WATER MAIN, CURB STOP,WATER METER, ASSOCIATED PIPING C_ 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR AND CONNECTION TO OWNER U OF THE H1=ATED ENCLOSURE WALLS, WITH TEST COCKS ON THE EXTERIOR SIDE. INSTALLED PIPE DOMESTIC WATER SERVICE W/ RPZ DEVICE / TEST COCKS ARE TO HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTION r-) WHEN THE HEATED ENCLOSURE DOOR IS OPEN. TEST COCKS MUST BE r") I N HEATED ENCLOSURE ELEVATI 0 N POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE TESTING. 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER N.T.S. FOR THE REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. U 6/13/22 F.P. AS PER COMMENTS FROM SCWA 6/8/22 CFD 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). DATE BY DESCRIPTION APPROV. BY MATERIALS & JOINTS EQUIVALENT TO 7. ENCLOSURE= MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT WATER MAIN STANDARDS OF REVISIONS 4_' BE SUBJECT TO FLOODING. CONSTRUCTION AND PRESSURE TESTED �] 0 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING , --- UTILITY / MAIN ROAD ., (TO PREVENT LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY WATER MAIN OR -0 WILL NOT OBSTRUCT THE FUNCTION OF THE RELIEF VALVE. WATER SERVICE MATTITUCK NY 11952 9. ENCLOSURE MUST BE N.Y. DESIGNATION. 18"MIN• RECEIVED ` SITE DEVELOPMENT FOR COMMERCIAL CD 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. CONTRACTING & STORAGE o SEP O 5 2023 of EW_ 4 � y 10'-0" ►� 10'-0"---------� Planning B aVrd �� A. STS ORPZ DETAILS ON o -- UTILITY L. K. MCLEAN ASSOCIATES, P.C. NO WATER/UTILITY CROSSING DETAIL CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ��� CD ALTERING �P 9 y: MF�CFD Scale: AS NOTED Q N.T.S.I THE UCATIONFLAM W OF THE AATE OF ON NEW YORK KDRAWINGI O \O Designed B Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS �SS, N UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ROFESSIONALENG ENGINEER MUST SIGNCH S SEAL,ARE DATE AND Drawn By:E. THE M F Date: AUGUST 2022 C 1 1 CL DRAWING AND/OR INCRIBE THE FULL THE SPECIFICATION (NYS EDOF THE ALTERATIONN TWE SECTION 7209-2). Approved By: RGD File No. 22064.000 N, rATFR AUTHOPITY ''., LEGEND: �` r SUFFOLK COMP STATION 4 ,: �__- P - ' I;1 ,s..`. ,: 723, - PROPERTY LINE ; 30 _ G D RAIL , .: z -;� ,-; a, 11 1 s "' _ _ - I EPOI PROPOSED 100 LEACHING CATCH BASIN DN IS _ (; � I jl{ :Ii= i . ST vl Cu dPROPOSED HYDROACTION AN500C W/ H2O LOADING KIT ®rn, PROJECT f. ' , E °? 'ja' N 33.2315 _ _ .....r _ 31 -� __ -j ! °�� o ;, LOCATION I .�M �< A -- o / FE PROPOSED FUTURE EXPANSION r. cH za° 28 I0� PROPOSED DISTRIBUTION MANHOLE v' d .iD M M ata R SF SLAB �� s PROPOSED SANITARY PIPE 6,912 1� pPOSED 1 STOR RAGE BUILDING ; -, �\ -•+•- PROPOSED 2" DOMESTIC WATER SERVICE Laurel Stane 1 PR GRADE STO ! Supply i�I,I's rr ° - ��o �, :• I ON F F.=:29.50) \�/ � ---� PROPOSED U.G. PRIMARY ELECTRIC ' D i m -E PROPOSED U.G. ELECTRIC ' PROPOSED DRAINAGE PIPE PROPOSED LIGHT POLE I '�Wf . ( MIN• 1 v 1 2a�. �� PROPOSED TRANSFORMER 5'MIN 'Iq \ \ I I I a 2 > PROPOSED CONTROL PANEL ` tr: �c MIN. - - IN. 2o'MIN. '�a PROPOSED BLDG. MOUNTED LIGHTS �`X LRa, r .r; g ,�, LP TEST HOLE LOCATION 9 10' MIN. DECIDUOUS TREE { r,. PROPOSED U.G. �r- • N � y ELE;TRICAL AND AIR CONIFEROUS TREE 5 HOSE FOR HYDRO UTILITY POLE ACTION SEPTIC TANK ELECTRIC MANHOLE FLAGPOLE LOCATION MA . -.t WATER VALVE N.T.S. 31 CA 2B 4,608 SF1 ;�► ; Cc - 29 `. FIRE HYDRANT Z 2a _� ------ PROPOSE�� PROPOSE�N GRADE }STORAGE �oJ� i �` GROUND LIGHT ----; SLA 2g.50) o LDING �F'F'� Y m `,: TRAFFIC CONTROL BOX r SPOT ELEVATION TOP WALL 3 f SIGN DOUBLE POST �a. 2s �. 2g PROPOSED UNDERGROUND WATER m I . 9. �..� r .' `- SANITARY ALARM _. �. ( - - 3 1 . 1. UNDERGROUND ELECTRIC CONTROL PANEL UNDERGROUND GAS V�_O 4 W o z ,. _ <,, ,1 - -'�- �:, eD PR - 29 PROP. EASEMENT AREA Fri 1 q� ` _.. OPERTY , 36 r z - L 27 _ 28 -`- J ! _ DUMPSTER C7 71 r0 C E . '. - 1.... .... - -25--- 26 '.". ENCLOSURE y 0 F ROPd-SEa RPZ "" _. 24 9 SEWAGE DISPOSAL SYSTEM DESIGN GRADE DEPTH mor - frbY , �NCWSURE HEATED FrWr."fir... w 0?I 28.5 0. \� , � � „, , �� •9,-� � ALLOWABLE SITE SANITARY FLOW t o; C t r POPULATION DENSITY EQUIVALENT) IV (yam ( I GROUNDWATER MANAGEMENT ZONE. IV (600 GPD/ACRE) CP ! C USE 600 GPD/ACRE X 1.839 ACRES = 1,103.4 GPD n PROPOSED DESIGN FLOW J 1 °• EXISTING PROPERTY LINE / x' ' 4 (2) PROPOSED 1 STORY STORAGE BUILDING S 40.40'48' W 245.01' Y DESIGN SEWAGE FLOW RATE: GENERAL INDUSTRIAL (STORAGE) = 0.04 GPD/SF _C'sxxTV Lrtl; �',f.-r. BUILDING { r 11,520 SF X 0.04 GPD/SF = 460.8 GPD Brown and pale brown fine sand SP r SEPTIC TANK -jK !RIM ELEV. E7 REQUIRED: 460.8 GPD =25.60 ` PROVIDED: 1 HYDRO ACTION AN500C I A SEPTIC TANK = 500 GPD 4 f LEA HING POOL REQUIRED: 460.8 GPD 1.5 GPD SF = 307.2 SF 307.2 SF / 31.4 SF/LEACHING POOL = 9.78VF i' . _ N/F � PROVIDED: (1) 10'0 x 10.67 EFF. DEPTH LEACHING POOL 10.67 VF _ o TERRY AND LAURA WOODHULL n 4_ DEVELOPED N/F FUTURE EXPANSION -�, po 7355 MAIN ROAD CORP. . 5 I PUBLIC WATER DEVELOPED r� REQUIRED: 50% OF LEACHING CAPACITY . . r PUBLIC WATER ! ' PROVIDED: (1) 10'0 x 5.67' EFF. DEPTH CONCRETE LEACHING POOL N/F / TOTAL DENSITY VS. ALLOWABLE DENSITY 11'5 17 '. MATT MED LLC, Cf) 1 . �, :• CHARLES V AND GARY J ACTUAL DENSITY: 460.8 GPD (HIGHEST EXPECTED GROUNDWATER = 4.5) ALLOWABLE SEWAGE DENSITY: 1,103.4 0 - SAUCE TEST HOLE 0' DEVELOPED1,103.4 GPD - 460.8 GPD = 642.6 GPD REMAINING �t .I `., PUBLIC WATER r N.T.S. f (By McDonald GeoServices, 4/23/22) RECE�!/ED 01 SEP 0 5 2023 nuthold Town - 0 , �. RIM ELEV. / Planning Board =23.09 ±950.0' ,, �p�x� ��r ":, �Ari=•,..i r� ro TO LAUREL TRAIL . :•: ._• - . , .; . 196,73" 6/12/23 MF AS PER COMMENTS FROM BRIAN CUMMINGS CFD 5/19/23 MF UPDATED PARKING LAYOUT CFD �_ SITE DATA: DATE BY DESCRIPTION APPROV. BY u rT.`re ar P4k1r rNT70 � j s 23_- __ ___ SCTM #: 1000-122.00-06.00-035.007 REVISIONS SITE AREA: 1.847 ACRES 0 MAIN ROAD S. 25 (VAR. VZDTN)) NOTES: 7 217 MAIN ROAD SITE PLAN 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. M ATT I T U C K NY 11952 SCALE: 1 =30' 2• NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. "`' F,.. E 0 3. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM. 23 0 30 60 SITE DEVELOPMENT FOR COMMERCIAL � -- Feet SURVEY NOTES: CONTRACTING & STORAGE _ tet- •� r.�-M c-r��Erz xr O �� 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. A. Sr PROPOSED SANITARY PLAN 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. �0�' t FF! N 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. N 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL. OF THE LAND SURVEYOR'S "EMBOSSED" OR "INKED" I W ! �/ O O 3 SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. C� L. K. McLEAN ASSOCIATES P.C. O 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE f N O H FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SL iRVEYORS. SAID CERTIFICATIONS �S 397 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND � THE EDUCATION �>W OF THE SPATE OF NEW YORK PROHIBITS Z ON HIS BEHALF TO THE TITLE COMPANY,F O ( ) AN PR ONTHE FROMACCOALTERING ANYTHING ONis UNC ANG GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. FESS�Q�P Designed By: MF/CFD Scale: AS NOTED Sheet No. xe O UNDER THE DIRECTION OF A LICENSED PROFESSIONAL CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR StJBSEQUEN. OWNERS. N ENGINEER, WHERE SUCH ALTERATIONS ARE MADE. THE 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. r N PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND 8. THE SURVEY CLOSES MATHEMATICALLY. Drawn B MF Date: AUGUST 2022 C / DRAWING AND/ORDESCRIBE THE FULL THE PECIFICATIOOF THE NNYS ED TION ON y. n SECTION 7209-2). SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD File No. 22064.000 30" H2O TRAFFIC BEARING, HEAVY DUTY CAST IRON HEAVY DUTY WATERTIGHT AND FRAME AND COVER LOCKING FRAME & COVER TO WATERTIGHT, BOLTED LIDS END CAP TYPE WITH GASKETS TO GRADE GRADE TOP OF RIM (ELEV. 28.62) ELEV.=28.54' LEVELING DEVICE CLEANOUT & EXTERIOR DECK PLATE FLUSH WITH GRADE LF TOP OF SLAB EL 29.69 EE TOP OF STRUCTURE EL. 26.46 j 2.5'MAX. 2.0'MAX. I CHIMNEY i 4.0' MAX 6" DIA. • di.. d " Id' SDR 35 PVC PIPE PITCHED -. `"" •." "�'.__�"._. :� ` .. i MIN. 1/4* _.�. PER 1' MIN. 4" DIA I 5" MIN. ABOVE SDR 35 PVC PIPE PITCHED MIN. 4" DIA. � OUTLET INVERT 1 8" PER 1' SDR 35 PVC PIPE PITCHED FLOW MIN. 1/8" PER 1' r� ;��.r' CONTRACTOR TO CONNECT NEW LINE INVERT (IN) ELEV. 25.29' IT- 6"SDR 35 PVC PIPE TO EXISTING ;. 4" CAST IRON PIPE WITH (DIAGRAMMATICALLY SHOWN, I:� j I i - << } INVM(� 2" MIN. INV.=24.88 DREDUCER. ACTUAL PIPE LOCATION TO ELEV.2s.2o' BE ON SIDE OF TANK AS _ 0! SHOWN ON SHEET S3) a ` INVERT (IN) EXISTING 4" CAST IRON SANITARY j c ! ELEV. 25.05' PIPE WITH TRAP LOCATED INSIDE OF BUILDING (INV. s 26.00) DISTRUBUTION f SAMPLING MANHOLE ` SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Cc- F STRUCTURF TT;O 90 OUTSIDE BOTTOM OF STRUCTURE EL 19.6-1 PROPOSED IZA UNIT: HYDROACTION AN500-C N.T.S. PROPOSED HEAVY DUTY AND LOCKING CAST IRON COVER TO PROPOSED CONCRETE CHIMNEY GRADE EL. 28.59 IZA O.W.T.S. NOTES: 1. HYDRO-ACTION AN500C POWER SUPPLY REQUIRED: DEDICATED 20 AMP CIRCUIT (120V, 60HZ) 2. CONCRETE MINIMUM STRENGTH: 4,000 PSI ® 28 DAYS. 3. REBAR TO CONFORM TO ASTM A-615. 4. LOADING TO CONFORM TO AASHTO H-20 LOADING. " 2.5 5. ALL FRAMES & COVERS SHALL BE WATERTIGHT, INSECT-PROOF AND LOCKABLE. 2.0 MAX. 'MAX. 6. COLLARS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT. (TYP.) CHI N 20 7. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON-SITE USING A METHOD APPROVED BY THE MANUFACTURER. 8. THE DESIGN ENGINEER SHALL OBSERVE THE O.W.T.S. PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANTICIPATED SCHEDULE AT LEAST 48-HOURS IN ADVANCE OF WORK. THE CONTRACTOR SHALL NOTIFY SCDHS FOR INSPECTION IF/AS REQUIRED. 9. THE CONTRACTOR SHALL PREPARE A COMPACTED 3" BED OF ASTM C33 SAND AT THE BOTTOM OF THE EXCAVATION, AND SHALL SET THE STONE LEVEL TO WITHIN 1/8-. THE CONTRACTOR SHALL PLACE THE I/A O.W.T.S. ON THE PREPARED SAND BED AND SHALL SET THE TANK LEVEL TO WITHIN 1/8 INCH. 10. UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE LOCATIONS. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ANY DISTURBED AREAS. 12. ALL SANITARY PIPING, STRUCTURES, AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES, DATED JULY 21, 2020. 13. THE ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND SHALL BE AN AUTHORIZED INSTALLER. INVERT (IN) ELEV. 24.79' 14. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. 15. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE 25'MAX. PROPERTY OWNER SHALL BE PROVIDED TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. 16. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. 17. ALL ELECTRICAL LINES FROM THE BUILDING TO THE I/A O.W.T.S. CONTROL PANEL SHALL BE ENCLOSED IN SCHEDULE 40 PVC AND MAINTAIN A MINIMUM EARTH COVER OF 24" UNLESS GREATER COVER IS REQUIRED BY MANUFACTURER. 18. ALL PENETRATIONS INTO THE O.W.T.S. SHALL BE SEALED AND WATER TIGHT. 19. THE I/A O.W.T.S. SHALL VENT THROUGH THE INTERNAL PLUMBING OF THE PROPOSED BUILDING. 20. SDR9 HDPE PIPE SHALL HAVE CONTINUOUS SLOPE TO ALLOW EFFLUENT TO DRAIN BETWEEN CYCLES FOR FREEZE PROTECTION (D CONCRETE NOTES: 1. CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS. 0 2. ALL FRAMES & COVERS SHALL BE HEAVY DUTY, H-20 LOAD BEARING, WATERTIGHT, INSECT-PROOF AND LOCKABLE. '-0" 3. CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT. (TYP.) � 11 4. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. 5. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6" LIFTS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY DISTURBED AREAS. 0 7. ALL LEACHING POOLS TO BE INSTALLED AT THE SAME ELEVATION. D 41 v 0 k 0 I o I U / 3' CAR (MIN.). . COLLAR I 6/12/23 MF UPDATED SEPTIC TANK MANUFACTURER CFD U DATE BY DESCRIPTION APPROV. BY BOTTOM OF .POOL. 1 Q' 4� REVISIONS ELEV.. 14.12' L I RECEIVED ,.3' MIN.. ABOVE, HIGHEST 6' 'MIN..PENETRATION INTO 7217 MAIN ROAD EXPECTED.G OUNDWATER A VIRGIN STRATA.OF ----------- ( . SAND & GRAVEL I MATTITUCK NY 11952 SEP 0 5 20231SITE DEVELOPMENT FOR COMMERCIAL . . .� SouthoTdTown 4- Planning Board CONTRACTING & STORAGE o PROPOSED LEACHING POOL BACKFILL MATERIAL ��,OF NEhl CLEAN SANDAND GRAVEL �� - ST °� SANITARY DETAILS L. K. McLEAN ASSOCIATES, P.C. NHIGHEST EXPECTED WATER ELEV.=4.5' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 - -- -- - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - s - THE EDUANYRSONNFLAW OFTHE ALTERINSTATE OFCONTHEYORK DRAWNIBI 7 ��� Desined B AS NOTED Sheet No. 0 Q0CD AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS 9 y MF/CFD Scale: UNDER THE DIRECTION OF A LICENSED PROFESSIONAL J �j �a ///--��� Q N ENGINEER, WHERE SUCH ALTERATIONS ARE MADE THE Drawn B MF Date: AUGUST 2022 \ / N PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND y J L 6 / DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR SPECIFICATIONIN THE 7 (NYS ED. LAW SECTION Approved By: RGD File No. 22064.000 I MODEL NO. PUMP COMPRESSER POWER CIRCUIT 120105 T J II 1 M1 \ ----�-- PAGE 1$„ 9 L1 __ BLK t�rl �`��`l��/SPRAY CAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F" I `J I 1 1 PUMP 4„ ADJUSTABLE CASTING TO GRADE � —� — WHT WHT N — — — —� /P U M P RATINGS: FINISHED M 0 TOR GRADE i 3/4H P © 115V ADJUST TO GRADE WITH N.J. SHALE CSR 6 LOOPS II G -- CB2 -- SECTION 15.0 F.L.A. —RED BRICK & MORTAR (MIN. OF TWO M2 � \COURSES & MAX. OF 15") BLK — �' BLK BLK STAINLESS / AYER OF STONE - — — — — -� RECIRC PUMP RATINGS: STEEL B 8 IN MIN. 6" SEPARATION WHT WHT PUMP 3/4HP @ 115V PLAN 1/8" THK. WASHER SEEEN BRICKWORK AND STRUCTURE I N MOTORS15.0 F.L.A. 3/8" 0—RING GASKET PROFILES35 PVC PIPE L(-)0` ELBow 3M3MIXER PUMP RATINGS: NBLKiv 1NOTE;2: MAX.1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR "X6"X6" 60' WYE BRANCH IPUMP 3/4HP @ 115V 35B SPECIFICATIONSWHT — _ —2. LOAD RATING: H2O FLOW — — MOTORS15.0 F.L.A. 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND FLOW :7! e'DwPRECAST OR APPROVED EQUAL. SDR—as 11� � cB4 TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL - - � COMP COMP. RATINGS: WATER TIGHT HEAVY DUTY LOCKING FRAME N.T.S. GRY '`rte` GRY C1 _ _ / & COVER 1/4HP © 115V N.T.S. — N1HT N _ __ MOTOR / — 5.4 F.L.A. CD MUST HAVE INTERNAL NOTE: ALL MOTORS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OVERLOAD PROTECTION. BL.0 L R 1 —Q 1 RED/WH mi WHT —BLU 2,LR 1 —Q2 PINK/WH M 2 WHT PINK A RECIRC RUNNING BLU , z LR�3 YEL/wH M3 WHT I L G MIXER RUNNING _ BLG LR1 WT INCOMING SERVICE LR 1 —Q4 NEW 20 AMP, 1 POLE BREAKER I BLU j� RED 16 PLC INPUT UTILITY I i BLU AS-1 PINK 110 VOLT, 10 SERVICE TO HYDRO-ACTION CONTROL PANE 2#12, #12 GRD IN 3/4" PVC CONDUIT BLU 5 6 RED RUN AUD. ALARM MUTE aRG BRN HWA I BLU (TEST HYDRO— HYDRO— CIRCUIT o l ALARM ACTION ACTION BREAKER METER LIGHT COMPRESSOR PANEL PANEL RED BLK RED WHT i ENABLE I BLu YEL EXISTING 11 I I I , (I�� 2 PLC INPUT 2#12, #12 GRD GROUND RO IN 3/4" PVC CONDUIT OVERRIDE GENERAL NOTES: I (Il` YEL wH 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. i CSR 12 PLC INPUT 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. ! BLU WH INK I4 PLC INPUT WIRING DIAGRAM i W TIME DOSE TAN 17 PLC INPUT N.T.S. � � BLU DEMAND r SPRAY TAN/WH ($ PLC INPUT / NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. o MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 T REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in—lbs. - FIELD WIRING MUST BE A MINIMUM OF 60°C COPPER WIRE. c- cn CHANGES TOLERANCES DRAWN BY DATE F DECIMALS C. BARRICK 11/3/16 SCHEMATIC, ELECTRICAL -- I— DUCTILE IRON 3'MIN. DUCTILE IRON 3'MIN.---� - f ;.;, E xxx = t.005 -" = ... , xx = ±.010 MATERIAL SPECIFICATION: D FRACTIONAL x/ANGLES64 C) PC SCALE: PART N0. C) SEPTIC ONTS IHC B AS NOTED FULL 120105 2O1O5 q x' _ ±1/2• O 0 - PROPOSED UTILITY 4- C- 0 - O j NOTES: 0 1. SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. 2. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING, ALL HOUSE CONNECTIONS MUST BE U CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE 6/12/23 MF UPDATED SEPTIC TANK MANUFACTURER CFD BUILDING. SANITARYZUTILITY CROSSING DETAIL DATE BY DESCRIPTION APPROV. BY --' N.T.S. REVISIONS 7217 MAIN ROAD a MATTITUCK NY 11952 RECEIVED I SITE DEVELOPMENT FOR COMMERCIAL — —� CONTRACTING & STORAGE 0—) SEP 05 2023 fiv Nky Southold Town �PO Sj°��- SANITARY DETAILS 2 N Planning Board * �� � � r 0 0 = . K. McLEAN ASSOCIATES, P.C. N O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 4 7797 L7 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS �. Sheet No. oCD �OFESS14�p Designed By: MF/CFD Scale: AS NOTED ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS O AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S `� UNDER THE DIRECTION OF A LICENSED PROFESSIONAL �—a SECTION72E09-2). 009 Q N ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE N / PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: M F Date: AUGUST 2022 J DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR S722TION (NYS ED.LAW Approved By: RGD File No. 22064.000 From: Lanza,Heather Sent: Wednesday,March 5,2025 1:58 PM To: Cummings,Brian A. Cc: Cerezo, Mara;Michaelis,Jessica Subject: FW:Permit Case 111575 Commercial Contracting&Storage 7217 Main Road NY25 Mattituck SCTM:'1000122000600035007' F L. tT m P51-5?50�IF.D WIFE DD From:Wagner,Amy (DOT)<Amy.Wagner@dot.ny.gov> MAR 0 6 2025 Sent:Wednesday, March 5, 2025 1:50 PM SOUTHULD TOWN To: mfrascinella@lkma.com; cdwyer@LKMA.com PLANNING BOARD Cc:Tariq, Melik(DOT) <Melik.Tariq@dot.ny.gov>; Steiger, Eric (DOT)<Eric.Steiger@dot.ny.gov>; Magioncalda,Jennifer(DOT) <Jennifer.Magioncalda@dot.ny.gov>; Lanza, Heather<heather.lanza@town.southold.ny.us>; Orientale, Michael <michaelo@southoldtownny.gov> Subject: Permit Case 111575 Commercial Contracting&Storage 7217 Main Road NY25 Mattituck SCTM: '1000122000600035007' Good afternoon, This email is regarding the referenced project,which was submitted to us for review, as part of your application for a New York State Department of Transportation (NYSDOT) Highway Work Permit(HWP).The following comments must be addressed before the permit is issued: 1. Please clarify if there is authorization to use the easement from Suffolk County Water and if it includes the 20' radius on the left. 2. Please show how the trench drain connects to the manhole. 3. Correct the following pavement item number: 404.2589 Base Course.......... 6", in two 3" layers The following documents will be required before a permit is issued: 1. Permit Fee(Payable to"State of New York"): $550 2. 3 11x17"sets of stamped plans. 3. Completed, signed Highway Work Permit application PERM 33-com.The property owner shall be named as the applicant.The contractor shall be the joint applicant. The documents listed below should be submitted by the parties signing the application form. 4. Surety Bond, Guarantee Deposit or Letter of Credit Amount:$15,000(Perm 44 Surety Bond form available online). 5. General Liability Insurance Requirements:ACORD 25(minimum limits$1,000,000). The Certificate Holder's box on the ACORD form should read: NYSDOT Traffic Safety&Mobility,250 Veterans Memorial Highway, Rm. 6A-7, Hauppauge, NY 11788. The Description of Operations should include the Permit Case Number 111575. 6. ACORD 855,with the same Policy number as ACORD 25. 7. Proof of Workers Compensation Insurance(Acceptable forms are Form C-105.2, U-26.3 or SI-12)or proof of exemption (Form C-200). Name and address of the entity requesting proof of coverage should read as: NYSDOT Traffic Safety&Mobility,250 Veterans Memorial Highway, Rm. 6A-7, Hauppauge, NY 11788. 8. Proof of Disability Benefits Coverage(Acceptable forms are, Form DB-120.1 or DB-155)or proof of exemption (Form CE 200). Name and address of the entity requesting proof of coverage should read as: NYSDOT Traffic Safety &Mobility, 250 Veterans Memorial Highway, Rm. 6A-7, Hauppauge, NY 11788. 9. To comply with the provisions of§224-f of the NYS Labor Law, NYSDOT is requiring all permit applicants to complete and submit a certification form, PERM 224-f,with all HWP applications. Please complete the Labor Law Section 224 Certification form and submit to NYSDOT prior to the permit being issued. Please submit the above referenced documents.We need paper and electronic copies of each of these items in PDF format.All documents should be combined into a single PDF file. Thankyou foryour cooperation concerning this matter. 1 AMY WAGNER Assistant Engineer I Permits Department of Transportation, Region 10 250 Veterans Memorial Highway, Room 6A-7, Hauppauge, NY 11788 (631) 952-6022 1 jiy__ ggrier c os , ot.n ovl errmts ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 From: Lanza, Heather Sent: Wednesday, January 22, 2025 3:02 PM To: Westermann, Caitlin Subject: FW: Permit Case 111575 Commercial Contracting &Storage 7217 Main Road NY25 Mattituck '1000122000600035007' S.b-F P L 3 C M"c Incoming mail. JAN 2 2 2025 From:Wagner,Amy(DOT)<Amy.Wagner@dot.ny.gov> SOUTHOLD TOWN Sent:Wednesday,January 22, 2025 1:15 PM PLNN6N eoa To: mfrascinella@lkma.com; cdwyer@LKMA.com `7 Cc: Lanza, Heather<heather.lanza@town.southold.ny.us>; Orientale, Michael <michaelo@southoldtownny.gov>;Tariq, Melik(DOT)<Melik.Tariq@dot.ny.gov>; Steiger, Eric(DOT) <Eric.Steiger@dot.ny.gov>; Magioncalda,Jennifer(DOT) <Jennifer.Magioncalda @dot.ny.gov> Subject: [SPAM] - RE: Permit Case 111575 Commercial Contracting&Storage 7217 Main Road NY25 Mattituck '1000122000600035007' Good afternoon, Please see the additional comments below: 5. Pedestrian ramps are needed across selected radius driveway type. 6. Curb should taper to zero reveal as per Standard Sheet 609-01, Sheet 2 of 4. 7.Show an enlarged detail of the ROW improvement. Let me know if there are any questions. Thank you, AMY WAGNER Assistant Engineer I Permits Department of Transportation, Region 10 250 Veterans Memorial Highway, Room 6A-7, Hauppauge, NY 11788 (631) 952-6022 1wC l �rcit,my, p g2Lny.gov/pgLrnits From:Wagner,Amy(DOT) Sent:Wednesday,January 22, 2025 11:18 AM To: mfrascinella Ikma.com:cdwyer@Ll4m Com Cc:Jheather.[anza z town,south6c1 s r r , mac gl c .nit i � P t wta o weµ Sri ay.. F�;Tariq, Melik(DOT) <Meki [ ra wr y f >;Steiger, Eric (DOT) <Er:c. tee l gr di LIL.uly grey>, Magioncalda,Jennifer(DOT) y> Subject: Permit Case 111575 Commercial Contracting&Storage 7217 Main Road NY25 Mattituck '1000122000600035007' Good morning, 1 This email is regarding the plans for the referenced project which were submitted to us for review, as part of your application for New York State Department of Transportation (NYSDOT) Highway Work Permit(HWP). Prior to approval of site work within the State Right-of-Way(ROW) and issuance of a NYSDOT HWP,the following items must be addressed: 1. Please submit original digital copies of plans instead of a scan as it is hard to read. 2. Include the specific driveway detail for Type 1 as selected. 3. Tack coat shall be provided between all asphalt lifts. Show tack coat on the"NYSDOT Full Depth Asphalt Pavement Detail" and use Item Number 407.0102. 4. Label dimensions of the proposed pavement restoration. Please submit revised plans and a response letter.We need one paper(11x17)and an electronic copy of each of these items in PDF format.All documents should be combined into a single PDF file.The response letter shall state how, and where in the plans,the above comments are addressed, item by item. Let me know if you have any questions or concerns.Thank you for your cooperation concerning this matter. Thank you, Y WAGNER Assistant Engineer I Permits Department of Transportation, Region 10 250 Veterans Memorial Highway, Room 6A-7, Hauppauge, NY 11788 (631) 952-6022 1 oyerggalo .nY icy dot.n 2y errraits 2 From: Lanza, Heather Sent: Monday, December 30, 2024 8:51 AM To: Westermann, Caitlin Cc: Cerezo, Mara; Cummings, Brian A. Subject: FW: Case 111575-Commercial Contracting & Storage 7217 Main Road NY25 Mattituck '1000122000600035007' Attachments: 111575 p1 Commercial Contracting Storage 7217 Main Road Mattituck.pdf; R10 _Pavement Repair Guide Sheets_TABLOID,-08-01-2024.pdf 5"b'F �I,,M- `.... ..1.. w_ C_ Incoming mail. (email and letter attachment I 1)'E- 3 0 2 124 From: Magioncalda,Jennifer(DOT)<Jennifer.Magioncalda@dot.ny.gov> Planning Board Sent:Tuesday, December 24, 2024 2:15 PM - ........... To: mm To: cdwyer@LKMA.com f%D " 3�• 7 Cc: Lanza, Heather<heather.lanza@town.southold.ny.us>; Orientale, Michael <michaelo@southoldtownny.gov>; Wagner,Amy(DOT)<Amy.Wagner@ dot.ny.gov>;Tariq, Melik(DOT)<Melik.Tariq@dot.ny.gov>; Steiger, Eric(DOT) <Eric.Steiger@dot.ny.gov> Subject: Case 111575-Commercial Contracting&Storage 7217 Main Road NY25 Mattituck'1000122000600035007' Good afternoon Mr. Dwyer: Please find attached the Comment Letter for NYSDOT Case # 111575-Commercial Contracting & Storage 7217 Main Road NY25 Mattituck for your response. If you have any questions or concerns, please feel free to contact Ms. Amy Wagner at (631)952-6022 or by email at aM.Mgg,!2g-,r .... '. y. Happy Holidays! Thank you for your cooperation, JENNIFER MAGIONCALDA Office Assistant 2 Department of Transportation Traffic and Safety-Permits 250 Veterans Memorial Highway, Room 6A-7 Hauppauge, NY 11788 (631) 952-6022 1 i 1.nr fer_rr1a_2 a jr QSL t,2.%Lq y www dot,n„yoy`permits ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i KATHY HOCHUL Governor NEw DepartmentO MARIE THERESE DOMINGUEZ �ORK E Transportation Commissioner RICHARD B.CAUSIN,P.E. Regional Director December 24, 2024 Mr. Chris Dwyer LKMA 437 South Country Road Brookhaven, NY 11719 Commerical Contracting & Story e 7217 Main Road NY25 Mattituck SCTM: 1000-12200-0600-035007 NYSDOT Case No. 111575 Dear Mr. Dwyer: This letter is regarding the plans for the referenced project which were submitted to us for review, along with your application for New York State Department of Transportation (NYSDOT) Highway Work Permit (HWP). Prior to approval of site work within the State Right-of-Way (ROW) and issuance of a NYSDOT HWP, the following items must be addressed: 1. Provide a driveway entrance detail and specify type as per NYSDOT Standard Sheet 608-03. 2. All work on the State ROW shall have a call-out with leader lines and Item Numbers. 3. Provide a typical section and detail for the sidewalk that should refer and follow Standard Sheet 608-01. Regional policy calls for minimum 5' wide sidewalk. 4. Include NSYDOT Region 10 Pavement Repair Guide Sheets (DWG No.'s PR-2A to PR-10) in the plans. All pavement repair within State ROW must comply with these guide sheets. 5. Refer to Standard Sheet 619-310 for proper Work Zone Traffic Control set up and notes for a non-freeway short term shoulder closure. 6. Provide a list of all NYSDOT Item Numbers to be used within the State ROW on the plans. 7. Replace the current "N.Y.S.D.O.T. NOTES" on the site plan with the following, together in one group, titled "NYSDOT NOTES": a. Before construction, the contractor shall coordinate with the State Permit Engineer regarding appropriate location for snow stakes sleeves. 250 Veterans Memorial Highway, Hauppauge,NY 11788 1 www.dot.ny.gov b. After construction, sidewalks and ramps must be evaluated for compliance with current ADA standards. The permittee or his designated "designer of record" shall field verify that the pedestrian features (ramps, sidewalk, etc.) were constructed to current ADA standards outlined in NYSDOT Specs Section 608 and related Standard Sheets. Submit required documentation to the State Permit Engineer before the work can be accepted as complete and the permit be closed. The features that do not comply with ADA requirements upon completion will require removal and reconstruction. C. Repair existing features within the State Roadway, as ordered by the State Engineer. d. Any sidewalk panels or connecting pavement that have settled with a greater than '/4" lip or crack over'/2" wide shall be replaced to meet ADA requirements. e. Running slope of the driveway within the ROW shall not exceed 6%. f. Construction materials and equipment should be removed from the NYSDOT ROW at the end of each workday. Materials allowed to remain on-site must be stored outside the vehicle clear zone. g. Minimum width of asphalt restoration should be 4' for proper compaction. Add 1' overcut for top course. h. All cold joints to be sealed with hot applied sealant. L Tack coat is required between all lifts and joints, regardless of when placed. j. Erosion and Sediment Control Details shall follow Standard Sheets 209. k. All driveways and side roads impacted by the Work Zone Traffic scheme shall be kept open and accessible all the time. I. If temporary chain link fence is used, it must not intrude upon the public ROW and must not interfere with the required 5' pedestrian path. M. NYSDOT General Roadside Seed Mix shall be used for all grass restoration. n. Approved items can be verified at www.dot,nyqov/P1C. Standard Sheets are available at; Standard Sheets US Customs[y) (ny.govl. For more info, please go to www.dot.ny.gov/permits. o. Any utility work proposed in State Highway ROW will require separate application and submission of restoration plans. Follow the guidelines of our utility handbook, Blue Book titled, `Requirements for The Design and Construction of Underground Utility Installations Within the State Highway Right-Of-Way'. The applicant should contact Mr. Joshua Ecker (631-727-1731 Joshua.Ecker dot.n . ov)forfurther directions regarding Utility Highway Work Permit (HWP) applications. The utility HWP issuance is subject to issuance of the HWP required for site work. P. All proposed road improvements detailed in the Site Plans must comply with the latest versions of American Association of State Highway&Transportation Officials (AASHTO), ADA, National Manual of Uniform Traffic Control Design (MUTCD) with the NYS Supplement, NYSDOT Highway Design Manual, and the Policy and Standards for The Design of Entrances to State Highways (`Driveway Design Policy'). Road improvement plans must provide all appropriate NYSDOT Standard Details and NYSDOT Standard Item Numbers. There may be more comments when detailed plans are submitted for our review. Please submit stage 2 of PERM33-COM, revised 11X17 plans, and a response letter. We need one paper and an electronic copy of each of these items in PDF format. All documents should be combined into a single PDF file. The response letter shall state how, and where in the plans, the above comments are addressed, item by item. Review of the subject project is being coordinated by Ms. Amy Wagner (631-952-6022, Am .Wa ner dot.n ov). Please send all correspondence to her attention. Refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, OGr WHffWa NO tx Olumuyiwa Fajolu, PE Permits Section Manager Traffic Safety and Mobility OF:ESt:AW:jm CC: Town of Southold Ms. Heather Lanza, Planning Director Mr. Michael Orientale, Deputy Superintendent of Highways Town Hall Annex ����� ������ �' � MAILING ADDRESS: OFFICE 4375 State Route 25 LOCATION: ����� � ������ P.O. Box 1179 .. ;� �� "wN Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov a PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2024 Mr. Christopher F. Dwyer 437 South Country Road Brookhaven, NY 11719 Re: SEQRA Determination — Proposed Site Plan for Mattituck Contractors Campus 7217 NYS Route 25, Mattituck SCTM#1000-122.-6-35.7 Dear Mr. Dwyer: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, March 11, 2024: WHEREAS, this site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 NYS Route 25, Mattituck. SCTM#1000-122.-6-35.7; and WHEREAS, on December 18, 2023, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on December 18, 2023, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act §617.6, established itself as Lead Agency for this Unlisted Action; and WHEREAS, on December 18, 2023, the Southold Town Planning Board, pursuant to §617.6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEAR lead agency coordination process for this Unlisted Action; be it therefore Mattituck Contractor's Campus Page 2 March 12 2024 RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. A copy of the Negative Declaration is enclosed for your records. If you have any questions regarding the above, please contact this office. Respectfully, James H. Rich, III Chairman Encls. OFFICE LOCATION: ,, . , MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) � Southold, NY � Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance March, 2024 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Mattituck Contractors Campus SCTM#: 122.-6-35.7 Location: 7055 NYS Route 25 SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The north building is proposed as 144' x 48' (6,912 sq. ft.) with six (6) interior suites at 1,152 sq. ft. each (24' w X 48' deep) with one overhead bay door, one rest room and office space each. The south building is proposed as 96' x 48' (4,608 sq. ft.) with four (4) interior suites at 1,152 sq. ft. each with one overhead bay door, with one rest room and office space. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. The property is currently partially cleared of vegetation and is improved with a storage container in the General Business (B) Zoning District. To the north is the LIRR tracks and SCWA Laurel Lake well field supply facility. To the east is a 4.2 acre "B" zoned parcel with a commercial office plaza of multiple buildings and parking; to the southeast is a 0.4 acre "B" zoned parcel with existing residence and a 0.52 acre "B" zoned parcel with Starlite Auto Body. The west property boundary abuts a 50' wide SCWA access easement (subject parcel owns the ROW and SCWA has rights over easement for access), Laurel Stone Supply Yard and wireless communications monopole with ground equipment. The dominant land use on site is commercial. The surrounding land uses within the vicinity of the site are also commercial. The location and distance of the lot in relation to New York State Route 25, a designated scenic byway, conceals the proposed buildings (slab on grade, no basement). The maximum lot coverage area is 30%; 14.6% is proposed. The required minimum landscape coverage is 30% minimum and 54% is proposed Potential Impacts to Ground or Surface Water Quality or Quantity The parcel is located south of the Suffolk County Water Authority potable water supply property and wellhead. The property is managed for potable groundwater supply. It is a designated "Critical Environmental Areas" (CEAs), which are areas in the state that have a feature that is a benefit or threat to human health and an inherent ecological, geological, or hydrological sensitivity to change that may be adversely affected by any physical disturbance. Protecting the property and groundwater from pollutants capable of influencing potable water supply is required. All best management practices that mitigate the potential introduction of pollutants, including all industrial chemicals, must be managed. Signage and directions on how to dispose of chemicals and other hazardous substances should also be required by the landowner in multiple languages. The proposed use is expected to generate 460.8 GPD of sanitary waste. The applicant has proposed a Hydro-Action AN550 I/A Septic Tank @ 550GPD with 50% leaching capacity future expansion leaching pool for total allowable density of 1,103AGPD. To conserve potable water, a 49.83% irrigation area is proposed across 5 zones (with one as drip irrigation). The irrigation system will use soil moisture sensors to water only during times of low soil moisture. No more than 1,000 GPD shall be used for irrigation, and the facility will not run the irrigation system between 2:00 a.m. and 7:00 a.m. Impacts on Transportation Proposed access is a 26' wide stone pavement driveway to Main Road. The driveway will add vehicle trips which will enter a complicated, unsignalized intersection of three existing roads. NYS Route 25, Bray Avenue, and Old Main Road. A fuel station with no definitive curb cuts is opposite the proposed driveway. 2 The applicant has provided traffic vehicle estimates for the use. The AM weekday peak hour trips=17, 12 entering 5 exiting and PM weekday peak hour trips=15, 5 entering 10 exiting. The expected impacts to transportation are low. Parking required: Building, electrical or plumbing contractor's business or yard = 1 space for each employee, plus 2 spaces. Parking provided 1 stall / 1,000 sq. ft. = 11.7 (12 stalls including ADA). The proposed action will minimize ground disturbance and not significantly impact agricultural, open space, or recreational resources. No substantial adverse change in existing air quality or noise level is expected. No major change in the use of the quantity or type of energy will occur. The site is currently mostly cleared and used for storing materials and therefore will not likely adversely affect Federally Listed species in New York, nor will it significantly impact migratory birds or other trust resources. No substantial interference with the movement of any resident or migratory fish or wildlife species or significant habitat area or adverse impacts to a threatened or endangered species or the habitat of such a species are expected to occur. No significant removal or destruction of large quantities of vegetation will occur. No significant, new ground disturbance will occur; therefore, The action would not result in adverse impacts on cultural/historic resources nor impair the character or quality of important historical resources. The action will not result in significant adverse impacts to aesthetic resources or to existing community or neighborhood character or result in a material conflict with the community's current plans or goals as officially approved. Based upon such, no significant adverse environmental impacts are expected to occur should the project be implemented as planned. For Further Information: Contact Person: Mark Terry, Assistant Town Planning Director Address: Southold Town Planning Board Telephone Number: 631-765-1938 3 Agency errc.y Use Ord,Ordy l'Ii`Applicablel Project: attiluck Contractors Yard Date» :arch 93.2024 Full Environmental Assessment Form Part 3-Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result. • Attach additional sheets,as needed. See Environmental Assessment Report prepared by Planning Board dated March 13,2024 Determination of Significance- Type I and Unlisted Actions SEQR Status: ❑ Type 1 ❑✓ Unlisted Identify portions of EAF completed for this Project: ❑✓ Part 1 ❑✓ Part 2 ❑✓ Part 3 Upon review of the information recorded on this EAF,as noted,plus this additional support information Environmental......_.w� _ ... _..._. _ww ___ _._ _w. __ A ses ? ?t.Ret?4 . 1ep@rgd by Planning Bo�fSlAgte�t�'?nft.��.�.2.��4_._..._w_......................w_........................r_ w_......................... and considering both the magnitude and importance of each identified potential impact,it is the conclusion of the _........................ . . _.x.__........�wwwwwµ......._........._............_._................ .................ww_................__ .www.........._ _as lead agency that: Q A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. ❑ B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: w_............._......._.��....�.a.......wwwwwwwww.w.......____.-.........._.....................................�............_____._........__ .......w __......w.... There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617A). ❑ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. Name of Action: Peconic Water Sports Name of Lead Agency: Town of Southold Planning Board Name of Responsible Officer in Lead Agency: James H.Rich III,Chairman Title of Responsible Officer: Same Signature... -..........m......._..�.....,.w�... ......�........w_.._........ _....._w_.........._._ _wwwwwwwww...... _..................................__ ._ _�wwwwwww_.._........._-----_. of Responsible Officer in Lead Agency: + !/' � Date: March 13,2024 ) Signature of Preparer(if different from Responsible )nce r Date: March 13,2024 _._._w_.....................................................__ _. . . . . _...._ �� ... � �� ��.._w.....wwww_._.......... For Further Information: Contact Person: Mark Terry,Assistant Town Planning Director Address: P.O.Box 1179,53095 Main Road,Southold,NY 11971 Telephone Number:631-765-1938 E-mail: Mark.Terry@town.southold.ny.us For Type 1 Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town/City/Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: hCtla//www dcc!1y.,goy� PRINT FULL FORM Page 2 of 2 Southold Town Plannin Board /drk Session March 11 2024 Pa e Pro ect Name Matti Ma n Road Mattituckmp4 i CTM# 1000 122 6 35 7 mmm Location: ........_._..w Description: This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking" ingress/egress driveway„ utilities and other site amenities on 1.83 acres in the General Business Zoning .. ._...District�,..�.�,�.._.._.. ._. .._..._. ..�. .._. . _w. ..__.._..._.... ....._�� .... ._.w...... ... Pending.. ..............� ... . .. .�_..... ... .. _.... _.._._..a.. _._w. Referral Review & SEQRA on: Refe . . chments .. .___ Staff Report ._.... Pro ect Name 5 OB.. ..-..._....tm ...r .......w.� � .. ... ,_ ,.. ._m-..-.............. . w..,,_..,......�. M# J 1000 63 3 26 A. artments Location: _ 5 NYS Route 25„ Southold Description: This ro osed site lan is for the ro os p p p p p p ed construction of a 24" x 220" building divided into 6 single family dwellings, no less than 850 sq. ft. g _ .. _, , ._.. _ frig District:...__ _...... m ... ....a . eec�h„ on a conformin 6§,901 s :_ft. lot in the HB Zon ww _........µ. . w...._..... _wMe ew Ap �icafion Status N. Review for Action Staff Re o�Completeness_ � ....�I ._ Attachments _ .._....... _ l __._..__........... ....._ wH _. _ _..... Pro ect Name Vines on Mill Winery w SCTM# ( 1000-115 2 2 3, 2.4, 3.2 i ... .._ 0 e....P.�_..2 ,.... attituck es _. the proposed creation .........cation 16505 Route 25 M Description: � This site Ian is for p p eation of a 5,200 sq. ft. winery with no retail tasting room on a ±1.94-acre parcel in the R=80 Zoning District to be merged with adjacent farmland totaling 49.85-acres with development rights held by w ...... `n the AC Zoning..DIsfrjct... � Sta Southold Town � _..t . ..ding...._ tus: ... ... Pen.__ . ... ......�w.. .... ...M.�_.... ..ry.. Action Referral Review w .Attachments: SteE Fe pod. . Project Name:www Tesla Charging Stations SCTM#:w 1000 55 ....2 20 Locati�tion: This 55 Rout 48, Southold ..._..._w.__ .. ..... .. _..... ___ Amended Site Plan is for the proposed construction of eight (8) Tesla Super Charger stations, associated equipment and landscaping, accessory to existing commerciallretail building on 0.69 acres in the General Business®(B) Zoning DistrictM-. Action:tus Pending St Referral Review wwww_.w ._..... _. _.. _ ._.._... .rv..� _. Attachments J Staff..Report � _ . .... .. ... _..J Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date: March 11, 2024 Prepared By: Brian Cummings I. Application Information Project Title: Mattituck Contractors Yard Applicant: Terry Woodhull (7217 Main Road LLC) Date of Submission: February 23, 2023 Tax Map Number: 122.-6- 35.7 Project Location: 7217 Main Road Hamlet: Mattituck Zoning District: B II. Description of Pro'ect Type of Site Plan: Commercial Acreage of Project Site: ±1.83 Acres Building size: 6,912 sq. ft. + 4,608 sq. ft. This Site Plan application is for the proposed construction of two commercial contractor office and storage buildings at 6,912sf and 4,608sf, off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zone, Mattituck. Site Plan packet Table of Contents: T1 Title Page C7 Utility Plan Al Floor Plans C8 Landscape Planting Plan A2 Elevations C9 Irrigation Plan C1 Existing Conditions Plans C10 Site Details (+signage) C2 Erosion & Sediment Control Plan C11 RPZ Details C3 Demolition & Removals Plan S1 Proposed Sanitary Plan C4 Proposed Site Plan S2 Sanitary Details C5 Grading & Drainage Plan S3 Sanitary Details 2 C6 Lighting Plan III: Review and Analysis 1. General Business (B) District: 280-47 Purpose: The purpose of the General Business (B) District is to provide for retail and wholesale commercial development and limited office and industrial 1 development outside of the hamlet central business areas, generally along major highways. It is designed to accommodate uses that benefit from large numbers of motorists, that need fairly large parcels of land and that may involve characteristics such as heavy trucking and noise. §280-48(A)(4) Building, electrical and plumbing contractors' businesses or yards. 2. Existing: Vacant 1.83 acre parcel (1.62ac after resub) with stone supply materials, partial encroachment from parcel to the south (Starlite Auto body; same owner, reason for resubdivisionllot line modification); Surrounding land: i. North: LIRR tracks and SCWA Utility land; ii. East: 4.2acre "B" zoned parcel with existing Suffolk Times building and parking; Southeast: 0.4acre "B" zoned parcel with existing residence, 0.52acre "B" zoned parcel with Starlite Auto Body; iv. West: 50' wide SCWA access easement. (subject parcel has rights over easement for access), Laurel Stone Supply Yard and wireless communications monopole with ground equipment; 3. Proposed construction a. Two (2) Metal Contractors Office and Storage buildings (slab on grade, no basement) i. North building at 144' x 48' (6,912sf) with six (6) interior suites at 1,152sf each (24' w X 48' deep) with one overhead bay door, one rest room and office space each. ii. South building at 96' x 48' (4,608sf) with four (4) interior suites at 1,152sf each with one overhead bay door, with one rest room and office space. b. Utilities: NYS Routeµ25 __..-.........._ .SCWA E.,,.em ..a..._...a..mp asement Primary Electric 120 V existing water main -- ----�------- ----- --- 2"�p )...�. water ...... _._.._.. 2 c. Access: 26' wide ingress/egress to Main Road proposed as stone pavement. This is located within the 50' wide SCWA utility easement and includes five (5) exterior pole light fixtures. Attorney for the applicant, Harvey Arnoff, has provided a legal opinion letter addressing the issue along with deeds from 1969, 1972 and 1992. Mr. Arnoff contends that in 1992 the SCWA was granted right of access over the ROW owned by the subject parcel. Staff: the legal opinion letter, deeds and materials were referred to the Deputy Town Attorney for review who concurred with the conclusion of Mr. Arnoff. The subject parcel has the legal right to develop and improve the existing ROW for the purposes proposed. d. Gradina and Drains e: Calculations provided with details on sheet C-5 "Grading & Drainage Plan" e. Irrigation Plan: 39,935sf or 49.83% irrigation area proposed across 5 zones (with one as drip irrigation). Soil moisture sensors will be used with the irrigation system to water only during times of low soil moisture. No more than 1,000 GPD shall be used for irrigation and the facility will not run the irrigation system between the hours of 2:OOam — 7:00am . 4. Bulk Schedule/Code Requirements - General Business (B) District • Lot size Total lot area minimum = 30,000 sq. ft. Lot size for proposed project after re-subdivision = 70,744 sq. ft. Maximum lot coverage = 30% Proposed lot coverage = 14.6% • Landscape coverage Minimum required: 30% Proposed: 46.7% 5. Parking Required pursuant to § 280-78: • Building, electrical and plumbing contractors' businesses or yards requires 1 space per employee + 2 spaces o 22 employees + 2 = 24 stalls required 3 • Total required = 24 stalls • Total proposed = 24 stalls (including two ADA) 6. Landscaping a. Planting plan provided on Sheet C-8 along with a plant material list including quantity, species, size & type, spacing, etc. b. Five (5) street trees are provided along frontage of the existing ROW two (2) Autumn Brilliance Serviceberry and three (3) Whitebud Redbud c. A landscaped area is provided along the perimeter of the parking area with a minimum width of 4' in accordance with §280-95(B). i. Includes: Grow Low Sumac, Black Chokeberry, Hidcote St. Johnswort, d. Five (5) Cumulus Serviceberry shade trees are proposed in and around the parking area. This includes two interior parking landscaping islands, provided as required, with shade trees and low plantings; e. Eleven (11) Eastern Red Cedars are proposed around the dumpster enclosure f. As noted above, soil moisture sensors will be used with the irrigation system to water only during times of low soil moisture. No more than 1,000 GPD shall be used for irrigation and the facility will not run the irrigation system between the hours of 2:OOam — 7:OOam 7. Sanitary: Test hole details and sanitary system location are shown on Sheet S1, "Proposed Sanitary Plan". • Hydro Action AN5000C w/ H2O loading kit I/A Sanitary System Staff: Approval from the Suffolk County Department of Health Services is required for sanitary system plans and sanitary flow calculations. 8. Exterior Lighting: Fourteen (14) exterior light fixtures are shown on the photometric plan. Details include: feature detail, quantity, lumens per lamp, mounting height, color temperature, location, and orientation. The photometric plan shows footcandle values. Staff: Overall, the proposed lighting plan is not entirely in compliance with Town Code Chapter 172, and requires corrections: 4 a. Maximum lumens permitted for commercial uses: 25,000 lumens per acre i. Total lumens allowed = 25,000 lumens x 1.62 acres (w/o ROW, post resub) = 40,500 ii. Total lumens proposed = 50,303 iii. Lumens total is not in compliance with Chapter 172 ....�.. ...._._.. _ ._......_... ....._w w...�.�.... ._............................__ _ .............. Fixture Quantity Lumens _._..._.-w...v Mounting Color Location Type Height Temperature _.._...................... -....-..... _.................... A— DSX1 3 3@5,299 15' 3000K ROW Pole LED P1 lights BLC MVOLT -15,897- ............ . ............. w._ �............._._......._ m ____ .........._. _......... B — DSX1 1 1 @3,943 16' 3000K LED P1 LCCO MVOLT -3,943- .......... .,..........,..,........,..... .,...,.....,�„�.................................,....�... ...............................m ..,.,.,.,,,..,......,.,.. ......... C — DSX1 4 4�4,910 16 3000K Parking lot LED P1 *2700K* pole lights T4M MVOLT w/ -19,640- available and shield recommended mD._wwDSX1 1._...........mm_...wwwwww_._._ 1@3,943_. 16 .._.w ........._ 300.O.K.....kww..w_.... .. Site......._m__w.w......... LED RCCO entrance MVOLT -3,943- E —A...... RC1 . .5w__w...._............. ........_ .. _ww.._.._.....-. w........_.-12—._..-__---------------- --------3000K _............... . Wall packs_...... ......... . LED w/ P1 5@1,376 on buildings (2 on larger -6,$$0- building, 3 on smaller) ................. ................w...... ............._......._.w ._.. �.ww._........._. Totals 14 50,303 b. No foot candle values shown on the photometric plan are greater than 5.Ofc c. Pursuant to §172-5 (C)(1), "The maximum illuminance at the property line of a parcel that adjoins a residential parcel or public right of way may not exceed 0.05 footcandle. The maximum illuminance at the property line between two nonresidential properties is 0.1 footcandle." 5 i. Numerous foot candle values exceed the maximum of 0.1fc along the ROW property lines nearest Route 25 entrance, and along the east side yard bordering Starlite Auto west side yard property line. d. Pursuant to §172-8 (13)(5), site plan applications must demonstrate the types of timing devices used to control on/off and the hours set for illumination, as well as the proposed hours when each fixture will be operated, in order to determine compliance with §175-5 (A)(2). i. This should be provided on a revised photometric plan. ii. All nonessential exterior lighting shall be turned off within 1/2 hour after the close of business and/or when not in use. Lights that are controlled by timers or that are motion-sensor-activated are encouraged to replace existing lighting necessary for safety purposes. IV. Referral A-ciency Comments (Summaries of comments received. Full reports available in the file) Architectural Review Committee (ARC) • Move the interior offices to outer wall • Simplify entry door paneling • Consider adding more natural lighting to large spaces by glazing or Cal- Wal type product; • Exterior lights shall be compliant with Chapter 172 • Provide finish materials and colors Code Enforcement • There are no open violations on this parcel. Fire Marshal 6 • Label the provided turnaround design and type, including the overall distances to check compliance with FC D103.1 and D103.4 • Provide signage and road markings for fire lanes and no parking signs • Provide the distance from the nearest hydrant to buildings; this distance may require sprinklers in the building or an additional hydrant • All gates shall comply with FC 503.6 (*no gates proposed) • Provide the Street/ Building Identification pursuant to FC 505 • Provide the distance from Fire Department access road to furthest part of the building • Provide the access driveway with a weight capacity bearing at least 75,000lbs Office of the Town Engineer • The applicant must obtain a permit from the New York State Department of Transportation (NYSDOT) for the curb cut associated with the development prior to final approval. • The driveway access road to the site must be improved with asphalt or concrete, loose stone or gravel is not an acceptable finish surface; • Please note that the proposed site plan includes more than 1 acre of proposed land disturbance that has the potential to directly discharge to waters of the State. The applicant must prepare a Stormwater Pollution Prevention Plan (SWPPP) and obtain a State Pollution Discharge Elimination System (SPDES) Permit for Construction Activity from the New York State Department of Environmental Conservation (NYSDEC) prior to final approval of this site plan. As the stormwater runoff from the proposed development does not have the potential to discharge through the Town's municipal stormwater system, the Town will not review or approve the SWPPP nor will it sign the MS4 SWPPP Acceptance Form. The applicant should apply directly to the NYSDEC for a SPDES Construction Permit. • The Town must be provided with documentation that the proposed project has obtained SPDES coverage from the NYSDEC prior to final approval of the site plan. 7 • Please note that for Town purposes only, the SWPPP can be submitted with the site plan application in lieu of separate drainage and erosion/sediment control plans, provided that the SWPPP satisfies both NYSDEC and Town of Southold regulations. Local Waterfront Revitalization Program (LWRP) 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, the proposed action is consistent with the policies. It, therefore, is recommended as CONSISTENT with the LWRP provided the following is considered to further Policy 5 Protect and improve water quality and supply in the Town of Southold. More specifically: 0 5.5 Protect and conserve the quality and quantity of potable water. It Prevent contamination of potable waters by limiting discharges of pollutants to maintain water quality according to water quality classification, and limiting, discouraging or prohibiting land use practices that are likely to contribute to contravention of surface and groundwater quality classifications for potable water supplies. All precautions should be made to prevent the disposal of chemicals and pollutants into soils or in drains. Separate disposal areas or containers should be required for any use generating such chemicals and pollutants. o To further the LWRP Goals 1) To protect and preserve a healthful drinking water supply sufficient to serve the existing future residents of the Town, while maintaining and enhancing the natural resources and quality of life in the town' and 3) To manage future growth to ensure a sustainable drinking water supply from the Southold Township sole source aquifer. The following is also recommended: o Minimize or avoid potable water in landscaping. New York State Department of Transportation 8 A Highway Work Permit from the NYSDOT is required and a copy of the approved Permit must be submitted to this Department when obtained. Suffolk County Planning Commission The SCPC considers the proposed site plan as a matter for local determination as there appears to be no significant county-wide or inter- community impacts. Suffolk County Water Authority • The SCWA agency found no appreciable impacts on SCWA's domestic water supply that would affect our operations. • SCWA's Laurel Lake well field facility is adjacent to the parcel to be developed. Our agency recommends that the sanitary and wastewater leaching pools be located as far south as possible, away from this well field. • A SCWA recorded easement is identified on the submitted site plan. This area must remain free of obstacles during construction, maintenance and operation of the new facilities. • The developer should coordinate with Dan Penza of SCWA's Construction Maintenance Department at 631-563-0246 before excavation begins and when doing work that may affect the water main within the easement area. Suffolk County Department of Health Services (SCDHS) • A wastewater permit from the SCDHS is required and a copy of the approved plan must be submitted to this Department when obtained Mattituck Fire District • The Board of Fire Commissioners reviewed the proposed site plan and found that there is adequate fire protection for this property. V. Staff Analysis 1. SEQRA Analysis (See separate report.) SEQRA Assessment and Negative Declaration (attached) completed by Mark Terry, Assistant Town Planning Director. A SEQRA determination is scheduled on the Planning Board's Public Meeting agenda tonight. 2. Access driveway and ROW 9 a. The ROW appears to be excessively lit with four (4) pole light fixtures. Consider requiring these to be removed. This may also alleviate the foot candle values along the property lines. b. The curb cut and entry to the subject ROW is in a location where two existing businesses (Starlite Auto and Laurel Stone) enter and exit with no defined curb cut. i. The Board may want to recommend a feature (planting boxes, evergreens, curbing, etc.) to delineate the curb cut; or, ii. Recommend that the applicant confers with Laurel Stone in the effort to agree on a design that makes this ingress/egress a safer interaction with existing businesses; and, difficult intersection of Old Main Road, NYS Route 25 and Bray Avenue. VI. Planning Board Items toConsider 1. Consider the recommendations of the ARC. 2. Consider the recommendations of the LWRP with regard to disposal of materials. 3. Accept the recommendations of the Town Engineer; 4. Accept the recommendations from the Town Fire Marshal, as detailed above, for fire protection and emergency access; 5. Consider the staff analysis items, as detailed above; 6. SEQRA Determination. 10 is p131 HLI M71 Oc'mc MEMORANDUM .�.................................-.1---.-. MAS? 0 8 2024 .. To: James H. Rich III, Chair o Lit inn- own Planning Board Town of Southold Planning Board -From: Mark Terry, LWRP Coordinator Date: January 19,2024 Re: Mattituck Commercial Campus 7255 Main Road,Mattituck,N.Y. 11952 SCTM#1000-122.-5-35.7 Zoning District-B This Site Plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000sf and 4,700sf, off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zone,Mattituck, Suffolk County,New York. 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,the proposed action is consistent with the policies. It,therefore, is recommended as CONSISTENT with the LWRP provided the following is considered to further Policy 5 Protect and improve water quality and supply in the Town of Southold. More specifically: 5.5 Protect and conserve the quality and quantity of potable water. A. Prevent contamination of potable waters by limiting discharges of pollutants to maintain water quality according to water quality classification, and limiting, discouraging or prohibiting land use practices that are likely to contribute to contravention of surface and groundwater quality classifications for potable water supplies. All precautions should be made to prevent the disposal of chemicals and pollutants into soils or in drains. Separate disposal areas or containers should be required for any use generating such chemicals and pollutants. To further the LWRP Goals 1) To protect and preserve a healthful drinking water supply sufficient to serve the existing future residents of the Town, while maintaining and enhancing the natural resources and quality of life in the town'and 3) To manage future growth to ensure a sustainable drinking water supply from the Southold Township sole source aquifer. The following is also recommended: 1. Minimize or avoid potable water in landscaping. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings,Planner OOLK Cod AUTO Jeffrey W. Szabo Administrative Offices:4060 Sunrise Highway, Oakdale, New York 11769-0901 Chief Executive Officer (631)563-0353 Fax: (631)563-0370 February 22, 2024 Svbf Brian Cummings,Planner PEI.. H L I I"t Town of Southold C-EIVIIED Planning Board Office R-E P.O. Box 1179 Ui Southold,NY 11971 RE: Mattituck Contractors Campus Planning Board 7217 Main Road, Mattituck, Town of Southold ..._�m--- m -- -- SCTM# 1000-122.00-06.00-035.007 Dear Mr. Cummings: The Suffolk County Water Authority(SCWA) appreciates the opportunity to review and comment on the captioned proposal. In SCWA's review of this project as submitted, our agency found no appreciable impacts on SCWA's domestic water supply that would affect our operations. SCWA's Laurel Lake well field facility is adjacent to the parcel to be developed. Our agency recommends that the sanitary and wastewater leaching pools be located as far south as possible away from this well field. A SCWA recorded easement is identified on the submitted site plan. This area must remain free of obstacles during the construction,maintenance and operation of the new facilities. The developer should coordinate with Dan Penza of SCWA's Construction Maintenance Department 631-563-0246 before excavation begins and when doing work that may affect the water main within the easement area. Should you have any questions or wish to discuss this project further,please contact Joseph Pokorny,Deputy CEO of Operations at 631-563-0202. V 7 .5 et Je.ffrcy W. s 0 Cc: Charles Lefkowitz, Chairman, SCWA Joseph Pokorny, Deputy CEO Operations, SCWA Joshua Mednick, P.E. SCDHS MATTITUCK FIRE DISTRICT PO BOX 666, PIKE STREET MATTITUCK, NEW YORK 11952-0666 Commissioners Edward Hanus,Jr.,Chairman Jessica Harris,District Manager/Secretary Erica Frank,Treasurer David F.Haas,Vice Chairman Steven Libretto Edward Webb Jacob Kupecki SU6-p P8/ H..L-.L..M... .... ...a.0-1.M C February 16, 2024 RECEIVED ..1 B 2 2 202 Town of Southold Planning Board Office Gtaiiaaif °cawn PO Box 1179 Planning Board Southold, NY 11971 { 35. Attn: Brian Cummings Re: Proposed Site Plan for Mattituck Contractors Campus 7217 NYS Route 25, Mattituck Dear Mr. Cummings: Please be advised that the Mattituck Fire District has no objection to this site plan. Thank you. Jessica Harriss1 (/P�d'vl' a TIQf /d' Fire District Manager Office (631) 298-8837 Facsimile (631) 298-8841 ALBERT J. KRUPSKI, JR. °"" MICHAEL M. COLLINS, P.E. � � SUPERVISOR �'} TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD zeTOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax. (631)-765-9015 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings February 15, 2024 Planner Southold Town Planning Department S u bf Southold, New York 11971 P g H L �,"_� C�1`'( 54375 Main Road I rR ._o .r Re: Mattituck Contractors Campus FEB SCTM #: 1000 — 122. — 06 — 35.7 pp X24 l_ Joi "Ton . Dear Mr. Cummings: punning Board As per a request from your office, I have reviewed the Site Development for Commercial Contracting & Storage prepared by Robert A. Steele, P.E., dated August 2022, last revised June 12, 2023. Please have the applicant submit revised plans that address the following: 1. The applicant must obtain a permit from the New York State Department of Transportation (NYSDOT) for the curb cut associated with the development prior to final approval. 2. The driveway access road to the site must be improved with asphalt or concrete, loose stone or gravel is not an acceptable finished surface. 3. Please note that the proposed site plan includes more than 1 acre of proposed land disturbance that has the potential to directly discharge to waters of the State. The applicant must prepare a Stormwater Pollution Prevention Plan (SWPPP) and obtain a State Pollution Discharge Elimination System (SPDES) Permit for Construction Activity from the New York State Department of Environmental Conservation (NYSDEC) prior to final approval of this site plan. As the stormwater runoff from the proposed development does not have the potential to discharge through the Town's municipal stormwater system, the Town will not review or approve the SWPPP nor will it sign the MS4 SWPPP Acceptance Form. The applicant should apply directly to the NYSDEC for a SPDES Construction Permit. The Town must be provided with documentation that the proposed project has obtained SPDES coverage from the NYSDEC prior to final approval of the site plan. Please note that for Town y[ o e 017/y, the SWPPP can be submitted with the site plan application in lieu of separate drainage and erosion/sediment control plans provided that the SWPPP satisfies both NYSDEC and Town of Southold regulations. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E. Town Engineer Subject: RE:NYSDOT-Town Referral on Proposed Site Development for ComrnercW Contracting&Storage,7217 Main Road, NY25, Mattituck,NY 4--y-A-41M..IT -.. ,-C,-M- R" C-/mM- R.EC..EI"VED . 2024 From: Easow, Mathewkutty (DOT) Sent:Tuesday, February 6, 2024 10:08 AM Planning Board To: cdwyer@LKMA.com "` ��•7 Cc: n frasci eiia,a ikt a cq!jj;joshi,siddha (DOT) < idd aiQs i(�R,.ny ;Aucacama-Rivera, Diego (DOT) <C ig& u cam - i erg ot.n . >; Steiger, Eric(DOT)< ric Si.eiL L@a l �ly,g v>, Rahman, Shamimur(DOT) < hamiryiur.Par rL2 ,L6�LtQt.v,R y>; Magioncalda,Jennifer(DOT)<mbenn r I" I i � �w�Aq_t haw . q >;Tariq, Melik(DOT) <,Melik,I'ar'iq dot. lyn�c y> Subject: NYSDOT-Town Referral on Proposed Site Development for Commercial Contracting&Storage, 7217 Main Road, NY25 , Mattituck, NY Good Morning Chris, NYSDOT received a referral from Town of Southold that you have submitted an Application for Building Permit for Site Development for Commercial Contracting&Storage, 7217 Main Road, NY25, Mattituck, NY. The proposed work is on the State Right of Way(ROW)—Main Road NY25,and hence it appears that there is a requirement of Highway Work Permit from NYS DOT. To review your proposal for the scope of a DOT Permit,you are advised to submit your concept site plan in 11"x 17" size in legible Fonts (one Hardcopy and One PDF Copy) and an Application in Form PERM 33 (see attached). On review of your Concept Plan, NYSDOT will let you know the requirements of other supporting documents and Permit fee to proceed with the Permit Process, if necessary. Thank You, Mathewkutty Easow Senior Engineering Technician I Permits New York State Department of Transportation, Region 10 Traffic& Safety 250 Veterans Memorial Highway, Room 6A-7, Hauppauge, NY 11788 (631) 952-6803 k" (i: ra aycaltiw 9r www.dot,n LL ovl ernjits µ("N'twy ORK I Department of Transportation i Elizabeth Thompson, R.A. Chairperson �%%jfF014r�u� Town Hall Annex Anne Surchin, R.A. 54375 Route 25 Reynolds duPont,Jr. PO Box 1179 ae Ronald McGreevy why Southold,NY 11971 Umberto Fasolino Fax(631)765-6641 Meryl Kramer, AIA, LEED AP t � Telephone: (631)765-1892 Jim Fredriksson www.southoldtownny..g�ov Frank Buonaiuto is V b- - P J HL MTS TOWN OF SOUTHOLD ARCHITECTURAL REVIEW COMMITTEE RECEIVED MINUTES THURSDAY,JANUARY 10,2024 at 4:OOPM AN 2 5 X924, TOWN NHALL D VIA ZOOM BASED WEBINAR ROOM ��..�..9iatatl�a€ild�ov�.n.. .. Planning Bowd Members Present: Elizabeth Thompson, Chairperson;Ron McGreevy; Meryl Kramer;Frank Buonaiuto;Town Planner Mara Cerezo; and Elizabeth Cantrell,Secretary were present. The minutes for the meeting of December 7,2023 were approved. Introduction: All applicants will give a presentation consisting of drawings,exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the 1 lartning Board in the ARC Meeting art of the Platudnl� p Minutes, and be made �file for Hat alwp lapp lann application. The Pli:za g Board will consider these recommendations, together with all c:ornments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. 'r [ia t fa4 "bite '"lat► _p1 atiort: MATTITUCK CONTRACTOR'S CAMPUS SCTM#: 1000-122-6-35.7 This Preliminary Site Plan application is for the proposed consh-ucti.on of two commercial contractor office and storage buildings at 7,OOOsf and 4,700sf, off-street parking,ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zone, Mattituck. Located: 7217 Main Road,Mattituck. Town Planner Brian Cummings presented the preliminary site plan and design drawings for the Committee's review. Following their presentation, Committee members discussed the proposed with the applicants which led to the following comments: General siting and selection of buildings are acceptable. - ARC recommends moving interior office spaces to an exterior wall,so that each office has an exterior window. Simplify panel detailing of passenger entry doors. Page 1 of 2 Consider adding more natural lighting to large spaces, either with glazing or a Cal-Wal type product. Submit exterior lighting fixture specs. All lighting should be minimized,particularly road lighting. Selection of finish materials and colors to be provided for final approval. Motion made and seconded. All Ayes. _ .. Z, eth lCanitr;ell, "lizA.R.C.Secretary Page 2 of 2 From: Cummings,Brian A. Sent: Wednesday,January 17,2024 11:12 AM To: Michaelis,Jessica Sv b-' Subject: FW:7217 NYS rt 25 Mattituck 1000-122-6-35.7 RECEIVE From:Visser III, Fredric<fredv@southoldtownn ov> W'l 17 2024 Sent:Wednesday,January 17, 2024 8:51 AM y g Ja tho' Town To: Cummings, Brian A.<brian.cummings@town.southold.ny.us> Planning Board Subject: 7217 NYS rt 25 Mattituck 1000-122-6-35.7 _.._ . Hello, After reviewing the site plan for the 2 proposed building here are my questions and concerns. 1 see the turnaround if they could call out the design type and show the overall distances to check compliance for FC D103.1 and D103.4 « Show signage and road marking for fire lanes and no parking signs. FC D103.6.1 FC 503.3 What is the distance from hydrant to building over 400 feet not sprinkler, 600 with sprinklers may require a fire hydrant to be installed FC507.5.1 • Gates to comply with FC 503.6 • Street/Building identification FC 505 Distance from fire dept access road to furthest point of the building cannot exceed 150 feet FC 503.1.1 Site the weight capacity of the road must be able to support 75,000 lbs. D102.1 If you have any questions please feel free to call extension 5028 Fredric Visser, Fire Marshal Town of Southold Phone: (631)765-1802 Web: ht�t _s southoldtownn ov1736 Fire-Marshal Email: red outh2ldto\ALrli K ov PO Box 1179 54375 Main Road Southold, NY. 11971 Subject: RE:TM#122.-6-35.7 &TM#55.-2-20 From: Baylinson, Lester<le terb2tp a.,,q�1Lhold.n s> Sent:Tuesday,January 16, 2024 3:15 PM To:Cummings, Brian A.<drian cunt Miry to w ri soutliol J aiywcii > Subject:TM#122.-6-35.7&TM#55.-2-20 HI Brian, there are no open violations on either of these parcels, OK to proceed ! Have a good day ! SUbf RECEIVED �y 1 `7 2024 Planning Board 122. .7 1 Town Hall Annex �„� � MAILING ADDRESS: OFFICE LOCATION: . P.O. Box 1179 54375 State Route 25 �� �'''� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) �� s Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov " PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Frederic Visser III, Fire Marshal From: Brian Cummings, Senior Planner'$�� Date: January 16, 2024 Re: Proposed Site Plan for Mattituck Contractors Campus 7217 NYS Route 25, Mattituck SCTM#1000-122.-6-35.7 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-122.-6-35.7 Town Hall Annex �� '° � "�'���r„�� MAILING ADDRESS: OFFICE LO �� �������, ^ �� � ' P.O.Box 1179 54375 State Route 25 �� �'e Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Senior Planner Date: January 16, 2024 Re: Proposed Site Plan for Mattituck Contractors Campus 7217 NYS Route 25, Mattituck SCTM#1000-122.-6-35.7 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, Mattituck. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex `' P.O.Box 1179 54375 State Route 25 ��� � I`�,; Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) ' Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Frederic Visser III, Fire Marshal From: Brian Cummings, Senior Planner'b� Date: January 16, 2024 Re: Proposed Site Plan for Mattituck Contractors Campus 7217 NYS Route 25, Mattituck- SCTM#1000-122.-6-35.7 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-122.-6-35.7 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex °i ' P.O.Box 1179 �"� � t 54375 State Route 25 " a Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) " Southold, NY � Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Senior Planner-t. Date: January 16, 2024 Re: Proposed Site Plan for Mattituck Contractors Campus Application Name: Mattituck Contractors Campus Tax Map Number: 1000-122.-6-35.7 Location: 7217 NYS Route 25, Mattituck Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other �1 Site Plan (Dated: 8/22; last revised 6/12/23) Revised Site Plan Grading and Drainage Plans Other (AS BUILT) Pro"ect Description: This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off- street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, Mattituck. Thank you for your cooperation. OFFICE LOCATION• MAILING ADDRESS: Town AnnexP.O.Box 1179 54375 e 75 Sta lRoute 25w IV Southold, Y 11971 (cor.Main Rd. &Youngs Ave.) � "� Southold, NY " Telephone: 631 765-1938 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Senior Planner Date: January 16, 2024 Re: Proposed Site Plan for Mattituck Contractors Campus 7217 NYS Route 25, Mattituck SCTM#1000-122.-6-35.7 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, Mattituck. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: FICE H P.O. Box 1179 54375 State Route 25 � , Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) a Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 16, 2024 Mr. John Harrison c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re: Request for Review on: Proposed Site Plan for Mattituck Contractors Campus 7217 NYS Route 25, Mattituck SCTM#1000-122.-6-35.7 Dear Mr. Harrison: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, Mattituck. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Low �V*V6.s Brian Cummings Senior Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION• � MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 w,a (cor.Main Rd. &Youngs Ave.) Southold, NY b Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 16, 2024 Mr. Mohammad R. Islam NYS Department of Transportation 250 Veterans Memorial Highway, Room 6A-7 Hauppauge, NY 11788 Re: Comments on the Proposed Site Plan for Mattituck Contractors Campus 7217 NYS Route 25, Mattituck SCTM#1000-122.-6-35.7 Zoning District: General Business (B) Dear Mr. Islam: The following site plan is being referred to you for comments: This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, Mattituck. If there are any questions, you can contact us at (631)765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, G-1(1 Ct/l.W1Il1l�Irls S Brian Cummings Senior Planner Enc. Site Plan Site Plan Application OFFICE LOCATION. > MAILING ADDRESS: �� Town Hall Annex � P.O. Box 1179 54375 State Route 25 ��w °� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY m Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Senior Planner Date: January 16, 2024 Re: Site Plan Application Review: • Request for Comments pursuant to Section A14-24, Suffolk County Administrative Code «• Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 +• SEQR Lead Agency Request The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements from the Suffolk County Planning Commission that the Southold Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Mattituck Contractors Yard — Page 2—January 11, 2024 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: Mattituck Contractors Yard Address: 7217 NYS Rt. 25, Mattituck Tax Map #: 1000-122.-6-35.7 Requested Action: This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off- street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, Mattituck. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Senior Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Full EAF • SCPC Referral Submission Cover Sheet 2 Appendix A - County Referral For Appendix A—Suffolk County Planning Commission Guidebook Suffolk •unty Planning Commission Submission •ver Form For • and Zoning Referrals Municipality: Hamlet: Southold Local Case Number: District: 1000 Section: 122 Block: 6 Lot: 35.7 Local Meeting Date: Application/Action Name: Mattiturk C2ntractors Campus Public Hearing: Yes No R ferrin en . T.oa� f rral: S QRA,P&Lfon: Draft EIS Positive Declaration ruin Board or Cciramassi New EAF Final EIS Negative Declaration Zoning Board of Appeals Expansion Lead Agency Findings Town Board/Village Board of Modification Draft Scope Trustees Brief description of application or proposed action: This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and Other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, attitucW Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of.- • A municipal boundary; • The boundary of any existing or proposed county, state,or federal park or other recreation area; • The right-of-way of any existing or proposed county or state road; • An existing or proposed county drainage channel line; • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, The boundary of county,state,or federally owned land held or to be held for governmental use; The boundary of a farm located in an agricultural district Comprehensive Plan (Adoption or Amendment) Subdivision Zoning Ordinance or Map(Adoption or Amendment) Use Variance Code Amendment Area Variance Official Map Special Use Permit/Exception/Conditional Use Moratorium Site Plan q Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission. The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Additional Application Information • Action Previously Referred to Suffolk County Planning Commission Yes No�(If yes, Date ) • Adjacent Municipality Notified (see NYS GML 239 nn) Yes No N/A • Located Within Long Island Pine Barrens Zone Yes No • Workforce/Affordable Housing Yes No N/A Energy Efficiency Yes No N/A • Zoning Board of Appeals Approval Yes No N/A Suffolk County Department of Health Approval/Comments Yes No N/A New York State Dept.of Environmental Conservation Approval/Comments Yes No N/A New York State/Suffolk County Dept.of Public Works Approval/Comments Yes No N/A Suffolk County Sanitary Code Article 6,Groundwater Management Zone- 1 11 III IV V VI VII VIII Contact Information Municipality: Town of Southold Department/Agency: Planning De artament Contact Name: Brian Cummins Senior Planner Phone Number: 631-765-1938 Email Address: brian.cummin s wmsouth I .rt '.us Applicant: 7217 Mairl Rd LLC(Torpt Woodla it Contact Name: Chrl to tier F.QVer Applicant Address: 1730 Country Club Dr. Cutcho ue NY:631-286.866f1• cdwyerL7a Ikma.com OFFICE LOCATION: � � MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 25 � �� � d �� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY � � Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Senior Planner-1� Date: January 16, 2024 RE: Proposed Site Plan Application Review— Mattituck Contractors Campus 0 Request for Comments pursuant to Southold Town Code §280-131 • SEAR Lead Agency Request M Coordinated Review under SEQR The purpose of this request is to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act - SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Mattituck Contractors Campus—Page 2—January 16, 2024 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: Mattituck Contractors Campus Address: 7217 NYS Rt 25, Mattituck Tax Map #: 1000-122.-6-35.7 Requested Action: This site plan is for the proposed creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Senior Planner (631) 765-1938 Enclosures: o Site Plan Application Form o Site Plan(s) o Full EAF 2 OFFICE Hal AI TON: MAILING ADDRESS: Town � '� ,„ P.O. Box 1179 54375 State Route 25 '° � „ Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Brian Cummings, Senior Planner-";bb Date: January 16, 2024 Re: Site Plan Application Review— Mattituck Contractors Campus 0 Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 The purpose of this request is to seek comments from your agency; please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. Project Name: Mattituck Contractors Campus Address: 7217 NYS Rt. 25, Mattituck Tax Map #: 1000-122.-6-35.7 Requested Action: This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, Mattituck. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Mattituck Contractors Campus— Page Two—January 16, 2024 To access the file: 1. Go to the Town of Southold website www.southoldtownn ov; 2. Click on the Laserfiche Weblink icon located on the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; 7. Click on SCTM# "1000- 122.-6-35.7"; 8. Click on Site Plan. For further information, please feel free to contact this office. Contact Person: Brian Cummings, Senior Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan 2 OFFICE LOCATION: Hall Annex OFFICE � ��� � MAILING ADDRESS: � � P.O. Box 1179 54375 State Route 25Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY k Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Albert J. Krupski Jr., Supervisor Members of the Town Board Denis Noncarrow, Town Clerk cc: Paul DeChance, Town Attorney From: Brian Cummings, Senior Planner WNX Date: January 16, 2024 Re: Proposed Site Plan for Mattituck Contractors Campus 7217 NYS Route 25, Mattituck SCTM#1000-122.-6-35.7 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, Mattituck. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-122.-6-35.7 Westermann, Caitlin From: Cummings, Brian A. Sent: Thursday,January 11, 2024 2:48 PM To: Michaelis,Jessica Cc: Westermann, Caitlin Subject: FW:Trip Generation - 7217 Main Road in Mattituck(Contractors Commercial Campus & Resubdivision) Attachments: ITE Trip Generation Calcs.pdf [i H L Mn ...A-20 c Planning Board 1 - 6 - 3s 7 From:Chris Dwyer<cdwyer@lkma.com> Sent:Tuesday, November 7, 2023 12:30 PM To:Terry, Mark<mark.terry@town.southold.ny.us> Cc: Lanza, Heather<heather.lanza@town.southoId.ny.us>; Cummings, Brian A. <brian.cummings@town.southold.ny.us>; Matt Frascinella <mfrascinella@lkma.com> Subject:Trip Generation-7217 Main Road in Mattituck(Contractors Commercial Campus& ReSubdivision) Good afternoon Mark, As requested, here are the trip generation figures for the proposed buildout at 7217 Main Road in Mattituck; AM weekday peak hour trips=17, 12 entering 5 exiting PM weekday peak hour trips=15, 5 entering 10 exiting Attached are the calculations. We used the number of employees shown on the Site Plan (there is no ITE Saturday data available for employees, but Saturday data based on building area in SF is about 10 times less than on weekdays) This is not to say that the NYSDOT may request more counts and info needed to support them issuing a Highway Work Permit. Regards, Christopher F. Dwyer I Associate L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 t (631) 286-8668 X..245 I f(631) 286-6314 � niwr� ikma com I cdwyer@lkma.com LRAVA i Land Use: 150 Warehousing Description A warehouse is primarily devoted to the storage of materials, but it may also include office and maintenance areas. High-cube transload and short-term storage warehouse (Land Use 154), high- cube fulfillment center warehouse (Land Use 155), high-cube parcel hub warehouse (Land Use 156), and high-cube cold storage warehouse (Land Use 157) are related uses. Additional Data The technical appendices provide supporting information on time-of-day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip generation resource page on the ITE website (haps.//www.ite.org/technical-resources/topics/trip- and-parking-generation/). The sites were surveyed in the 1980s,the 1990s,the 2000s, and the 2010s in California, Connecticut, Minnesota, New Jersey, New York, Ohio, Oregon, Pennsylvania, and Texas. Source Numbers 184, 331, 406, 411, 443, 579, 583, 596, 598, 611, 619, 642, 752, 869, 875, 876, 914, 940, 1050 94 Trip Generation Manual 11th Edition •Volume 3 " MW Warehousing (15 9) Vehicle Trip Ends vs: Employees On a: Weekday, Peak flour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban 4 Number of Studies: 14 _5A`{ 1 Avg. Num. of Employees: 53 r'2 6071��- Directional Distribution: 72% entering, 28% exiting -t:7,I-r Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 0.61 0.33-2.00 0.23 Data Plot and Equation 200 b C W X N F 100 x X x x x 0 0 100 200 X=Number of Employees X Study Site Fitted Curve ----- Average Rate Fitted Curve Equation:T=0.52(X)+4.93 A' R'=0.91 ' 7" General Urban/Suburban and Rural (Land Uses 000-399) 105 Warehousing (150) Vehicle Trip Ends vs: Employees On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban �...P PO ., °` Number of Studies: 15 c� .��I � ° r<S Avg. Num. of Employees: 51 ' Directional Distribution: 36% entering, 64% exiting ( t"'V i Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 0.66 0.17-2.22 0.40 Data Plot and Equation 100 X d r a 80 X N 60 a � c � W � s n I� ,r 11 X a^ A 40 _ X, X 20 X XX 0 0 100 200 X=Number of Employees X Study Site Fitted Curve -- - -- Average Rate Fitted Curve Equation: Ln(T)=0.98 Ln(X)-0.35 _ R'=0.74 WCC Now 106 Trip Generation Manual 11th Edition • Volume 3 AW OFFICE LOCATION• ���� �� r MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 � ��" � „""' Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY °� Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 9, 2024 Mr. Christopher F. Dwyer 437 South Country Road Brookhaven, NY 11719 Re: Public Hearing Mattituck Contractor's Campus 7217 & 7255 NYS Route 25, Mattituck SCTM#1000-122.-6-35.7 & 35.5 Dear Mr. Dwyer: A Public Hearing was held by the Southold Town Planning Board on Monday, January 8, 2024 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. espectfyllly�� James H. Rich III Chairman OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �� � �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY �,, Telephone: 631 765-1938 www.southoldtownny.gov w PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Senior Planner Date: January 9, 2024 Re: Proposed Site Plan for Mattituck Contractors Campus 7217 NYS Route 25, Mattituck SCTM#1000-122.-6-35.7 The Planning Board refers this Site Plan Application to your committee for review and comments. This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 Main Road, Mattituck. Thank you. Encls.: Site Plan Application and Site Plan Elevations VED SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM AUG 2 2 2022 �6-ar -rown...ww_ Site Plan dame and Location Planning Board Site Plan Name: 7217 Main Road Site Development _.._ Application Date: 8 / 16 /....2p22 Suffolk County Tax Map#1000- 122 -06 -35.0070ther SCTM#sqq... ....... Street Address: 7217 Main Rd,wMattituck, NY, 11952 Hamlet: Laurel_.......___.......w.w���w�w______µ......�._..._..mm .� .M.M__w__._..w.._.._.�...M.�.......��....._..-. Distance to nearest intersection: North side of Main rd. and BraV Ave. Type of Site Plan: X New Amended_Residential Zoning District _B .,..,_ Owners/Agent Contact Information _.._._.._._._._._._.n....�.................._Please list rra���e, mcri�irr� address, crud ����x�re rr...on ber r the belo���.M.M............... w Property Owner Terry Woodhull 7217 Main � w..........w M.. Street 1730 Country Club Dr. City_.....M._Cutchogue _._....�._.__.....State.- N.Y�....�.�.�.�...._� Zip 1193.5.w...... Home Telephone Other - Applicantroad LLC) Terry Woodhull 7217 Main .. mm�NNNN�W M XX^F Street 1730 Country Club Dr. City Cutchogue�__...__ .._........._..,_.._._...State NY Z1P m 11935 Home Telephone ...... Other _ ......w.__ww..._ M___ _.... .............� - ........._ -_.M.M,,,w_.ww.............. ---- Applicant's Agent or Representative: x Christopher F. Dwyer Contact Person(s) „ p......__w_.,�_ .....__..,�._..�.....�..�.�.�.�...�...__u_.M Street 437 South Country rd City... Brookhaven �_. ...M._..._. ....... .State New York ._._._..................� iP_.11935 ffice ephone Unless otherwiseeque ted, Oer _._Other .- � act person X correspondence will be sent only to the contact son noted here. Site PlanApplication Form 2/18/2010 .-,Site Data Proposed construction type: X New m Modification of Existing Structure Agricultural ...... —,,-Change of use Property total acreage or square footage: 80,150 SFac./sq, ft. Site Plan build-out acreage or square footage: _1 1,700 SF ac,/sq. ft. .............................. Is there an existing or proposed Sale of Development Rights on the property? Yes No X If yes, explain`_ Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? Y—N X If"yes", explain(and attach any necessary documentation-title report, subdivision approval, etc.) ............ ...............111,11.1,...... ........ .. Building Department Notice of Disapproval Date: 6 / 21 / 2022 Is an application to the Southold Town Zoning Board of Appeals required? Yes No X If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Vacant List all proposed property uses: Proposed Commercial Contracting Storage Buildings Other accessory uses: Existing lot coverage, 0 % Proposed lot coverage: 14.6 % ------�_ ........... Gross floor area of existing structure(s): 0 sq. ft. Gross floor area of proposed structure(s):_11,520 5F ............. ..................... Parking Space Data: #of existing spaces, 0 9 of proposed spaces: 13 Loading Berth: Yes No Landscaping Details: Existing landscape coverage46.1 % Proposed landscape coverage ............ .......`,,,_,_,_,...... ................................. .... Wetlands: Is this property within 500' of a wetland area? Yes --No X Maybe 1, the undersigned, certify that all the above information is true. 7 Signature of Preparer: 6 4'4 )ate: 8-16-2022 2 Site Plan Application Eorm 211812010 .° MAILING ADDRESS: PLANNING BOARD MEMBERS r'r"� j w ��h" I� �" " P.O. Sox 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: JAMES H. RICH III Town Hall Annex MARTIN SIDOR 54375 State Route 25 PIERCE RAFFERTY (cor. Main Rd. &Youngs Ave.) F AMELIA JEALOUS-DANK ` "� Southold, NY Telephone: 631 765-1938 www.s outholdt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 19, 2023 Mr. Christopher F. Dwyer 437 South Country Road Brookhaven, NY 11719 Re: Set Hearing and SEQR Classification Mattituck Contractor's Campus 7217 NYS Route 25, Mattituck SCTM#1000-122.-6-35.7 Dear Mr. Dwyer: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, December 18, 2023: WHEREAS, this site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 NYS Route 25, Mattituck. SCTM#1000-122.-6-35.7; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Park 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type 11 list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, January 8, 2024 at 6:03 p.m. for a Public Hearing on the site plan entitled "Site Development for Commercial Contracting and Storage," prepared by Robert A. Steele, P.E., dated August 2022 and last revised June 12, 2023. Mattituck Contractor's Campus Page 2 December 19. 2023 The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting/Mailing, included in the packet, aloe q- with the certified mailing receipts AND the si ned qreen return receipt cards before 12:00 noon on Friday, January 5, 2024. The sign and the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Re spect u, Donald J. Wilcenski, Chairman Encls. 1. PB Resolution setting the hearin — This is your copy of the Planning Board resolution that set the public hearing. 2. :dist of adjacent properg owners to noti — This is the list of the adjacent property owners that you must mail the notice of hearing to. These notices must be mailed by certified mail, with return receipt. 3. Notice toadjacent property owners and copes of the tax Erna pages — These are the documents that must be mailed to the adjacent property owners (certified w/ return receipt). Some applicants like to include a cover letter, but a cover letter is not a requirement. 4. ricultural Data form and copies of the tax; man pagges — This form must be signed and mailed (certified w/ return receipt) along with the copy of the tax map page to the property owners listed at the bottom. 5. Affidavit of Posting - This affidavit must be signed, notarized and returned to the planning department by January 5th with the certified mail receipts and any green cards that you have received. 6. Southold Town Cocke related. to Public Hearings — This is just a copy of the Southold Town Code related to public hearings for your record. 7. :loons, Instructions — This is a copy of the zoom instruction for the public meeting for your record. One of these is included in the "notice to adjacent property owners". Feel free to call me with any questions. Jessica Michaelis, Planning Board Secretary 631-765-1938, jessicam@southoldtownny.gov Notice to Adjacent Property Owners Mattituck Contractors Campus 7217 & 7255 Main Road, Mattituck SCTM#1000-122-6-35.7 & 35.5 1. 1000- 122.-6-21.1**** 2. 1000- 122.-6-33 3. 1000- 122.-6-35.10 4. 1000- 122.-6-35.4 5. 1000- 122.-7-1 6. 1000- 126.-2-1 7. 1000- 126.4-1.2 Donna L. Dill, PE Manager-Civil Inspection Structures Department MTA Long Island Rail Road Hillside Maintenance Complex Mail Code 3143 93-59 183 Street Hollis, NY 11423 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as Y 11952 by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s)where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on Januar 8 2024 I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Z917 Main Rand in Mattituck as per the lots highlighted on the Tax Map provided by the De artment CHRISTOPHER F. DWYER L.K. MCLEAN ASSOCIATES D.P.C. Your Name (print) Signature 437 SOUTH COUNTRY ROAD BROOKHAVEN, NEW YORK 11719 Address JANUARY 5, 2024,-..--.a. Date,, s ro b . Notary Public CHRISTINE VVIR AVS' NOTARY F'Ul is state cat Newyork No. Commission expires August PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon Fri. 1/5/24 Re: Mattituck Contractors Campus Site Plan SCTM#: 1000-122-6-35.7 & 35.5 Date of Public Hearing: Monday, JanuarV 8 2024 6:03 p.m. COMPLETE • 6n' omptete items 1,2,and 3. A. Signatu 111 Print your name and address on the reverse X ❑Agent so that we can return the card to you. M ❑Addressee 111 Attach this card to the back of the mailpiece, B. Recely •(Punled e) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No PO 16ok 5� 7 1�lt If y 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaiIT'4 ❑Adult Signature Restricted Delivery ❑Reeggistered Mail Restricted 11 Certified Mail® Delivery 9590 9402 8418 3156 2605 63 El Certified Mail Restricted Delivery ❑Signature Confirmation*"' ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery •ured Mail ?022 3330 0000 210 4 2805 ved Mail Restricted Delivery r µ Ps Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I CO •N�nm �6 FCOMPLE TE THIS SECTIONON • Complete items 1,2,and 3. A. Signature • Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee 111 Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery` or on the front if space permits. 1. Article Addressed to: D. 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Date of DeUvery or on the front if space permits, i' 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes //W1 NW If YES,enter delivery address below: ❑No PO e 1 y3.� III III I I III I II I III II III I II 'I 111111 III ❑Adul Express@ lt Signature ce ePriority Restricted Delivery ElReeggistered�Maill Restricted ❑Certified Mail® Delivery 9590 9402 8418 3156 2606 00 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transkr from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery 0 Insured Mail 7:022 3330 0000 2104 2843 aii Restricted Delivery PS Form 9M,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt p COMPLETE •N COMPLETE THIS SECTIONON DELIVERY M• Complete items 1,2,and 3. X Signature MIM Print your name and address on the reverse X ❑Agent so that wecan return the card to you. ��°� 13 Add�fes MMI Attach this card to the back of the mailpiece, B. 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Signal • Print your name and address on the reverse X Agent so that we can return the card to you. ❑Addressee • Attach this card to the back of the mailpiece, B. Received by(Print Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes ^t N e If YES,enter delivery address below: ❑No � glvs P (/ 3. ServiceTyP .°' allE'xprsY II I�I�I I II I I I II I I III I II I I I II �I I I SII ❑Adult�a � er•tp IMfcr ❑Adult, l at Restricted D Q(, is red Mail Restricted ❑Cetftt " vy 9590 9402 8418 3156 2605 87 ❑Certified Mfi 1 R+ r � 0 Signature Confinnvaffi&*'' ❑Collect on DlpAvi4)p ❑Signature onfirra aQr* 2. Article Number(Transfer from servlro i^ti^" -1 Collect on Dellvery ResMcted'f: ftry Restricted Delivery 3 3 3 0 0 210 4 2 8 2 1 Insured Mall ?022 0 0 0 . 9 r """PS T—G Wi—July 2020 PSN 7530-02-000-9053 Dom , 6 rn Receipt 6 t IMM Complete items 1,2,and 3. 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That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-122-6-35.7 & 35.5; 3. That the property which is the subject of this application is located in the General Business Zoning District; 4. This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Former Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.soufholdtownn ov; 2. Click on Town Records Weblink/Laserfiche icon located on the home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Or by sending an e-mail message to: JessicaM southoldtownn ov; 6. That a public hearing will be held on the matter by the Planning Board on Monday, January 8 2024 at 6:03 p.m. at the Southold Town Hall, Main Road, Southold and virtually via the Zoom online platform; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. It is not necessary to attend this hearing to participate. Written comments received prior to the public hearing date are acceptable. Written comments may be submitted via letter or email to: JessicaM@southoldtownny.gov Petitioner/Owner Name: Terry Woodhull, 7217 Main Road LLC Date: 12/19/23 AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Terry Woodhull, 7217 Main Road LLC Address: 7217 & 7255 Main Road, Mattituck NY 11952 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 & 7255 Main Road, Mattituck. SCTM#1000-122-6-35.7 & 35.5 Property Location (road and tax map#): 7217 & 7255 Main Road, Mattituck.. SCTM#1000-122-6-35.7 & 35.5 Is this parcel actively farmed? Yes No Names &addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-122-7-8.9: Mega Styl LLC, P.O. Box 56,Maftituck NY 11952 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. 2--7 Applicant/Agent Signature Date i MAILING ADDRESS: OFFICE LOCATION: P.O.Box 1179 Town Fall Annex w��, Southold,NY 11971-0959 54375 State Route 25 w, Telephone:631-765-1938 4(car.Main Rd.&Youngs Ave.) www.southoldtownny.gov�, !� ,,, �'�r Southold,NY , 0� a t PLANNING BOARD OFFICE TOWN OF SOUTHOLD PLANNING BOARD PUBLIC MEETING Monday, January 8, 2024 6:00 p.m. Options for public attendance: • In person: Location: Southold Town Hall, Main Road, Southold. or • To join via computer: https://us06web.zoom.us/i/88303081662?pwd=- nd8PL_MBSwt6RWOa01 jPzA86ctggQ.fHpai58vUJrd3pzE Or Online at the website zoomms, click "Join a Meeting" and enter the Meeting ID: 883 0308 1662 Password: 857133 • Join by telephone: Call 1(646) 558-8656 Enter Meeting ID and password when prompted (same as above) ._ _ „< oil _,� •- 2 GA 5 x.22-sem. 1-^-a e� t�,F�a?mrorecwrS. r _- n i.a �_ -• e.. ,.h'� ,s,x.e x n s s -10 it'd 3 s' -f 9 0. IS CTG PLAN OIL AVA >§ T u- 6 35.t s saa 01 V 4 4 3g = z, Eat ftp N _ R ��u - COUNTY OF SUFFOLK ra3ncE E ,00u —Z Real Pro}u x T c e Agf Ot g E J5'. sou�rw.n 5,,1 x o. -• —P—._ .max c_— ta' x No 122 as pE—r v:�ff r a9 -'G- .' a 2 ,3 q 7 � - 17 Iz 01, � s _ ' -- K - - - - - Ute' E4� z Es -.r.s�.r -aw,.a _ CQUNTY Q NOTI h PSUFFOLK acv wx.,. soumoin 126 _ F SUFF N «cnano - gr 3 S - AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Terry Woodhull, 7217 Main Road LLC Address: 7217 & 7255 Main Road, Mattituck NY 11952 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: This site plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. The property is located at 7217 & 7255 Main Road, Mattituck. SCTM#1000-122-6-35.7 & 35.5 Property Location (road and tax map#): 7217 & 7255 Main Road, Mattituck. SCTM#1000-122-6-35.7 & 35.5 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-122-7-8.9: Mega Styl LLC, P.O. Box 56, Mattituck NY 11952 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date F Q} a CAI a z t EAR y s f SAT A Ry >f s ,-? � � � -tee '_• - s _ v - '� M(( t+'S suILF' Ew> i s ` S 1- x a- ' r 4 .a AS t F — _ Syly An � Cl°r s< F. x, g a +~a,.. . ..,�.=.. - -•J—. '"_ •^.,.. — ^�,.>4r,.. °' - COUNTY OF SUFFOLK N- rc � , '�+ w. �:� _— — — t•. -- Rea3 Prop x T S - e Rgu:. souTMo�.o A P °",� 122 m �. eF W � 6 a av- �eresc*+ rix ' AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon Fri. 1/5/24 Re: Mattituck Contractors Campus Site Plan SCTM#: 1000-122-6-35.7 & 35.5 Date of Public Hearing: Monday, January 6 2024 6:03 p.m. 12/15/23, 11:35 AM Town of Southold,NY Providing notice of public hearings. Town of Southold, NY Friday, December 15, 2023 Chapter 55. Public Hearings, Notice of § 55-1 . Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-2003] Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. hfti)s://ecode360.com/i)rint/SO0452?quid=5157338 1/1 ".V'µfd � MAILING ADDRESS: OFFICE LOCATION: r P.O.Box 1179 Town Hall Annex x� Southold,NY 11971-0959 54375 State Route 25 ^ Telephone:631-765-1938 t*r www.southoldtownny.gov (cor.Main Rd.&Youngs Ave.) �„ q�p, � k Southold,NY � ��:'° PLANNING BOARD OFFICE TOWN OF SOUTHOLD PLANNING BOARD PUBLIC MEETING Monday, January 8, 2024 6:00 p.m. Options for public attendance: • In person: Location: Southold Town Hall, Main Road, Southold. or • To join via computer: https://us06web.zoom.us/j/88303081662?pwd=- nd8PL_MBSwt6RWOa01 jPzA86ctggQ.fHpai58vUJrd3pzE Or Online at the website zoom.us, click "Join a Meeting" and enter the Meeting ID: 883 0308 1662 Password: 857133 • Join by telephone: Call 1(646) 558-8656 Enter Meeting ID and password when prompted (same as above) Southold Town Planning Board Work Session — November 6, 2023 — Pa e 2 M1000-9-10-10 9 10 10 Lo ation:ame: Southeastlrs de of Winthrop Avenue, intersecting with Equestrian o- _. # 1 1000 Avenue, Fishers Island _ Description: This proposal is for a Standard Subdivision of a 3.82-acre parcel into three lots, where Lot 1 is 0.59 acres and contains two residential dwellings and a sewer easement, Lot 2 is 2.16 acres and contains a sewer and water easement and Lot 3 is 1.08 acres and contains two residential dwellings, a right of way and water easement. Status: Conditional Final A royal pp _. __ . Action: Review for Determination J Attachments: .e e 1 Staff Report _ Orient... Point Conservation ' SCTM#:� Project Name: ..... � ' 1000-14-2-29.2, 29.3, 29.4, f Subdivision (Pappas). 1000 19-2-2, 3 1_'2,2__ 32357 Ol�d Location: , .MainStreet, Orient _ Description: I This proposal is for a 75/75 clustered Conservation Subdivision of 36.14 acres, currently comprised of six parcels, into 5 residential lots ranging in size from 1.6 to 1.9 acres, and one agricultural parcel with a 0.9-acre development area and with 25.68 acres of farmland from which development rights are proposed to be sold to the Town of Southold, in the R-80 and R-40 Zoning Districts Status Conditional Sketch Approval ... i Action: Update Attachments: Staff Report ro . .. ` Project Name: Mattituck Commercial Campus SCTM# 1000-122-6-3577 _ _ .. .his site rola Road, IM ..ttituck .. _ e l p a Description, f This M �_. _ ����p��� � �application ation is for the proposed construction of two commercial ` contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off- street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District, _. Status: Pending Review for Completeness Action: 1..R......... _ __. Attachments: 1 Staff Report . __ . : Project Name8 i _ � Hands Amended Agricultural SCTM#: 1000-96-2-10.1 Storage Building Location: _ f 4735 Cox Lane, Cutchogue e e Description: This agricultural site plan is for the proposed construction of a 1-story 4,000 sq. ft. agricultural storage building (40' W x 100' L) on a 25.7-acre parcel with Development Rights held by Southold Town in the AC Zoning District. pP Status: Approval .. Action Review Final Inspection Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date November 6, 2023 Prepared By: Brian Cummings I. Application Information Project Title: Mattituck Commercial Contractor's Yard Applicant: Terry Woodhull (7217 Main Road LLC) Date Submitted: February 23, 2023 Tax Map Number: 122.-6-35.7 Project Location: 7217 Main Road Hamlet: Mattituck Zoning District: General Business (B) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.83 acres Building size 7,000 sq. ft. + 4,700 sq. ft. III: Completeness Review This Site Plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000sf and 4,700sf, off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zone, Mattituck. §280-48(A)(4) Building, electrical and plumbing contractors' businesses or yards. Site Plan packet Table of Contents: C7 Utility Plan T1 Title Page C8 Landscape Planting Plan Al Floor Plans C9 Irrigation Plan A2 Elevations C10 Site Details (+signage) C1 Existing Conditions Plans C11 RPZ Details C2 Erosion & Sediment Control Plan S1 Proposed Sanitary Plan C3 Demolition & Removals Plan S2 Sanitary Details C4 Proposed Site Plan S3 Sanitary Details 2 C5 Grading & Drainage Plan C6 Lighting Plan Southold Planning Department Staff Report Site Plan Application Work Session — Completeness A. Existing: a. Vacant 1.83 acre parcel with stone supply materials, partial encroachment from parcel to the south (Starliite Auto body; same owner, reason for resubdivision/lot line modification); b. Surrounding land: i. North: LIRR tracks and SCWA Utility land; ii. East: 4.2acre "B" zoned parcel with existing Suffolk Times building and parking; iii. Southeast: 0.4acre "B" zoned parcel with existing residence, 0.52acre "B" zoned parcel with Starlite Auto Body; iv. West: 50' wide SCWA access easement. (subject parcel has rights over easement for access), Laurel Stone Supply Yard and wireless communications monopole with ground equipment; B. Proposed construction: a. Two (2) Metal Contractors Office and Storage buildings (slab on grade, no basement) i. North building at 144' x 48' (6,912sf) with six (6) interior suites at 1,152sf each (24' w X 48' deep) with one overhead bay door, one rest room and office space each. ii. South building at 96' x 48' (4,608sf) with four (4) interior suites at 1,152sf each with one overhead bay door, with one rest room and office space. b. Utilities: NYS Route 25 SCWA Easement ... .... .._...._....._...... .._...__.................w_.._..........; Primary Electric 120 V existing water main (un_ ------------erwound om_utilitypole) ._..,_,..___............._..... ....._..� water service c. Sanitary: i. Flow calculated at 460.8GPD; 2 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness ii. Proposed: one (1) Hydro-Action AN550 I/A Septic Tank @ 550GPD with 50% leaching capacity future expansion leaching pool for total allowable density of 1,103AGPD. d. Bulk Schedule Code requirements (General "B" Business Zone) i. Lot Coverage: 30% max; 14.6% proposed ii. Landscape Coverage: 30% minimum; 54% proposed e. Parking required: Building, electrical or plumbing contractor's business or yard = 1 space for each employee, plus 2 spaces Parking provided 1 stall / 1,000sf= 11.7 (12 stalls including ADA) f. Access: 26' wide ingress/egress to Main Road proposed as stone pavement. This is located within the 50' wide SCWA utility easement and includes five (5) exterior pole light fixtures. g. Irrigation Plan: 39,935sf or 49.83% irrigation area proposed across 5 zones (with one as drip irrigation). Soil moisture sensors will be used with the irrigation system to water only during times of low soil moisture. No more than 1,000 GPD shall be used for irrigation and the facility will not run the irrigation system between the hours of 2:00am — 7:00am . C. With regard to the Planning Board follow up, the Planning Board found the application incomplete for review and required the following: 1. Provide a copy of an agreement with the Suffolk County Water Authority (SCWA) that grants right of access and permission for other improvements (driveway, light poles, utilities, etc.) to the subject owner/applicant as applied for; Submitted: the attorney for the applicant, Harvey Arnoff, has provided a legal opinion letter addressing the issue along with deeds from 1969, 1972 and 1992. Mr. Arnoff contends that in 1992 the SCWA was granted right of access over the ROW owned by the subject parcel. Staff: the legal opinion letter, deeds and materials were referred to the Deputy Town Attorney for review who concurred with the conclusion of Mr. Arnoff. The subject parcel has the legal right to develop and improve the existing ROW for the purposes proposed. 2. Provide setback dimensions from nearest property lines to proposed parking area; Submitted: yes 3 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness 3. Provide interior parking landscaping pursuant to §280-95 Submitted: yes 4. Provide a comprehensive site plan packet that includes Grading & Drainage pursuant to §236, photometric plan pursuant to §172, existing conditions, proposed cut/fill earthwork. Submitted: yes 5. Provide a lot line modification application to this department, as proposed at the work session, to account for existing encroachment on an adjacent parcel under the same ownership; Submitted: no; the resubdivision application remains incomplete. V: Planning Board items to consider: 1) Accept the above referenced site plan application as complete for review and commence the following: a) Distribute referrals to at least: Mattituck Fire District, SCWA, NYSDOT, SCDHS, Town Engineer, Town Board, Fire Marshall, Code Enforcement, LWRP. b) Complete Part II of the FEAF provided to determine SEQRA classification of the proposed action and whether there are potential moderate to large impacts. 2) When the re-subdivision application is accepted as complete, set the Public Hearing for both applications. 4 LIK&A L. K. McLean Associates, P. C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 • FAX (631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York * 11801 https://www.lknia.com RAYMOND G DiBIASE,P.E,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE.P E„EXECUTIVE VICE PRESIDENT CHRISTOPHER F,DWYER JAMES L,DeKONING,P,E„VICE PRESIDENT STEVEN W.EISENBERG,P.E.. ANDREW B.SPEISER MATTHEW C JEDLICKA,LEED AP September 5, 2023 KEITH J.MASSERIA,P,E, VINCENT A,CORRADO,P Town of Southold Planning Dept. TAMARA L STILLMAN,P,L,S 54375 Main Rd. P.O. Box 1179 Southold, NY 11971 RE: 7217 Main Road LLC—Contractors Commercial Office Campus Mattituck, NY S CTM#: 1000-122-06-35.7 LKMA No. 22064.000 Dear Mr. Cummings: As Consulting Engineers for 7217 Main Road LLC, we are submitting, on their behalf, documents requested as per an incompleteness correspondence (email) from your office dated August 17, 2023. The following lists how each comment was addressed. Assuming the main site plan layout is conforming our office has completed the other plans associated with the submission. Attached you will find nine (9) updated plan sets that are stamped and sealed by a design professional licensed in the State of New York. If you should have any questions relative to this submission, please do not hesitate to call this office directly. Very truly yours, CFD:cfd Christopher F. Dwyer,Associate L. K. McLean Associates, P.C. Enc. (1) Signed & Sealed Plansets (9) Cc: Terry Woodhull—7217 Main Road LLC w/enc. v b� LKMA File Copy w/enc. ?3 144,1-1 N!• r C RECEIVED 2023 ott a l ' 6ai5 .. Planning Board I2Z • — �e — 35- -7 TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Sind 1950 Southold Torn 'tannin hoard V Jor �n — May 15.., Q2 3=Pam, 5:30 p.m. —Applications Project Name: Resubd Mattituck s onCommercial Campus SCTM# 1000-122-6-35.7 & 35.5 roj j Location:w7255 .oposed re-subdivision application is to transfer t 9,722 sq, ft. from Main _Road Mattituck Description: This p SCTM#1000-122.-6-35.7 to SCTM#1000-122_-6-35.5 resulting in the decrease p of SCTM#1000-122.-6-35.7 from t 80,664 sq. ft. to t 70,744 sq. ft. and the increase of SCTM#1000-122.-6-35.5 from 22,331 sq. ft. to + 32,053 sq. ft. in the General Business Zoning District. Action. Review _� ..__.. ... .. ... .. .. ..—_ .... ..._ __......... ._.....� for Comnletene .. .__ .._._ ....ry .._�......._ ... m...._ Status en rn ._ .. .� .. .......__� _.._ ... _....... tachments- .........w._ ...Staff Report _ am ..... ... .. w. .. .... . _.._ m ......... _. • Y Locafion:ame Matti Main Poad �ilattctucE mPUs - .... 122-6-35.7 • Commercial _ SCTM# 1000 7217 Description: This site la . .. _ _ _.. _ p plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off- street parking, ingress/egress driveway, utilities and other site amenities on 1.83 District .i Cres in the General Business Zoning. ...wwu.._ _ _... . Status: Pendine.. Action: __.._M_.. 1_R.eview for Completeness Staff Report.... . ..... .. .. ......._ - , . _ _.. _ ,......-ww__........., Attachments i St ......... ..._... ...�. _ . Discussion: •:• Planning Board Monthly Report—April 2023 ❖ ZBA Request for Comments: o Forbes, Susan, 1075 & 1455 Narrow River Road, Orient, SCTM#1000-27-3-6.2 & 5 o Endless Golf, 7785 Main Road, Mattituck, SCTM#1000-122-6-29.1 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date May 15, 2023 Prepared By: Brian Cummings I. Application Information Project Title: Mattituck Commercial Contractor's Yard Applicant: Terry Woodhull (7217 Main Road LLC) Date Submitted: February 23, 2023 Tax Map Number: 122.-6-35.7 Project Location: 7217 Main Road Hamlet: Mattituck Zoning District: General Business (B) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.83 acres Building size 7,000 sq. ft. + 4,700 sq. ft. III: Completeness Review This Site Plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000sf and 4,700sf, off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zone, Mattituck. §280-48(A)(4) Building, electrical and plumbing contractors' businesses or yards. Site Plan packet Table of Contents: C6 Lighting Plan T1 Title Page C7 Utility Plan Al Floor Plans C8 Landscape Planting Plan A2 Elevations C9 Irrigation Plan C1 Existing Conditions Plans C10 RPZ Details C2 Erosion & Sediment Control Plan S1 Proposed Sanitary Plan C3 Demolition & Removals Plan S2 Sanitary Details C4 Proposed Site Plan S3 Sanitary Details 2 C5 Grading & Drainage Plan A. Existing: a. Vacant 1.83 acre parcel with stone supply materials, partial encroachment from parcel to the south (Starlite Auto body; same owner, reason for resubdivision/lot line modification); Southold Planning Department Staff Report Site Plan Application Work Session — Completeness b. Surrounding land: i. North: LIRR tracks and SCWA Utility land; ii. East: 4.2acre "B" zoned parcel with existing Suffolk Times building and parking; iii. Southeast: 0.4acre "B" zoned parcel with existing residence, 0.52acre "B" zoned parcel with Starlite Auto Body; iv. West: 50' wide SCWA access easement. (subject parcel has rights over easement for access), Laurel Stone Supply Yard and wireless communications monopole with ground equipment; B. Proposed construction: a. Two (2) Metal Contractors Office and Storage buildings (slab on grade, no basement) i. North building at 144' x 48' (6,912sf) with six (6) interior suites at 1,152sf each (24' w X 48' deep) with one overhead bay door, one rest room and office space each ii. South building at 96' x 48' (4,608sf) with four (4) interior suites at 1,152sf each with one overhead bay door, with one rest room and office space b. Utilities: „µ.NYS Route.25....._....___...p..SCWA Ease_..,._.......... .... ment ___________________________ _______ .. Primary Electric 120 existing water main..............,, rY fisting wa (underground from utility pole)-_; " water service c. Sanitary: i. Flow calculated at 460.8GPD; ii. Proposed: one (1) Hydro-Action AN550 I/A Septic Tank @ 550GPD with 50% leaching capacity future expansion leaching pool for total allowable density of 1,103AGPD d. Bulk Schedule Code requirements (General "B" Business Zone) i. Lot Coverage: 30% max; 14.6% proposed 2 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness ii. Landscape Coverage: 30% minimum; 54% proposed e. Parking required: Building, electrical or plumbing contractor's business or yard = 1 space for each employee, plus 2 spaces Parking provided 1 stall / 1,OOOsf= 11.7 (12 stalls including ADA) Staff: the incorrect parking calculation of warehouse/storage was used to provide the proposed sum. This should be revised and made accurate with regard to the proposed use as the Planning Board reviews the site plan application. f. Access: 26' wide ingress/egress to Main Road proposed as stone pavement. This is located within the 50' wide SCWA utility easement and includes five (5) exterior pole light fixtures; g. Irrigation Plan: 39,935sf or 49.83% irrigation area proposed across 5 zones (with one as drip irrigation). Soil moisture sensors will be used with the irrigation system to water only during times of low soil moisture. No more than 1,000 GPD shall be used for irrigation and the facility will not run the irrigation system between the hours of 2:OOam — 7:OOam h. State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions C. With regard to the Planning Board follow up, the Planning Board found the application incomplete for review and required the following: 1. Provide a copy of an agreement with the Suffolk County Water Authority (SCWA) that grants right of access and permission for other improvements (driveway, light poles, utilities, etc.) to the subject owner/applicant as applied for; Submitted: the attorney for the applicant, Harvey Arnoff, has provided a legal opinion letter addressing the issue along with deeds from 1969, 1972 and 1992. Mr. Arnoff contends that in 1992 the SCWA was granted right of access over the ROW owned by the subject parcel. Staff: the legal opinion letter, deeds and materials were referred to the Deputy Town Attorney for review who concurred with the conclusion of Mr. Arnoff. The subject parcel has the legal right to develop and improve the existing ROW for the purposes proposed. 3 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness 2. Provide a lot line modification application to this department, as proposed at the work session, to account for existing encroachment on an adjacent parcel under the same ownership; Submitted: yes; a re-subdivision application has been submitted to the Planning Department for review. V: Planning Board items to consider: 1) Find the above referenced site plan application incomplete for review pending the review of the following: a) Provide a complete Re-Subdivision application as separately detailed. It is important for both applications to provide consistent information and be on a concurrent processing path b) Label the dashed property line as "existing property line," consistent with the identification of the property lines on the re-subdivision plan 2) When both applications are found complete (next meetings are 5/22 and 6/5) begin the site plan review process, including: a) Distribute referrals to at least the following: Mattituck Fire District, SCWA, NYSDOT, SCDHS, Town Engineer, Town Board, Fire Marshall, Code Enforcement, LWRP; b) Classify the action as Unlisted under SEQRA as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; c) Set the Public Hearing for both applications 4 Southold Town Planr►in Board orl Session —A ril 24 2023— Pa e 2 3:00 p.m. — Executive Session (Advice from Town Attorney) 4:00 p.m. —Applications Pederson Standard Subdivision [S C-tw: 1000-21-3-15 Project.Name: Location 670 Circle ,,rive, East Marion This proposal is for the Standard Subdivision of a 9.2-acre parcel into 3 lots, 0 Description: where Lot I is 5.1 acres, Lot 2 is 2.3 acres, and Lot 3 is 1.8 acres, in the R-4 . ......... Status: Conditional Final Plat Approval ............. Review for Final Plat Determination Attachments: Staff Report Project Name, Jenkins Conservation Subdivision 1000-102-2-2.6 & 23 ........... Location: 2800pepotbe s ciipi-i-66: This oposal is for a Conservation Subdivision of a 17,89-acre parcel into two lots, where Lot 1 is 1.84 acres and contains an existing house and accessory buildings, and Lot 2 is 16.05 acres and contains a Town drainage easement of 0.28 acres and 15.77 acres of agricultural land. The Town purchased development rights on 15,77 acres of Lot 2 in 2001, and ownership of this property has not changed since that time. The property is located at 2800 Depot �..§tatusPending ......... Action: Review for Final Plat Determination Attachments_-__......._. iia ch m en ts, .... . ........ Tmiect Name: Mattituck Commercial Campys,___ SCTM#: 1000-122-6-35.7 ........... Location: 7217 Main Road, Mattituck ------ ns truction of two commercial Description: This site plan application is for the proposed co contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off- street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. Status: Pending ...... Review for Compk"t gess Attachments ......Action _ . 1Staff..Report l,--,,,,—,--,,",,.., : 7 ------ 1000-55-2-10.3 & ect Name: 1111111- SCfW_.-"-� Flower & Flores Agricultural Storage10.4 Pyilding., 48455 CR48, Southold ........ ............. Description: This agricultural site plan application is for the proposed construction of a 3,125 sq, ft. agricultural storage building and 4 hoop houses, on a 5-acre parcelinthe A Zoning District. ............. . ...... Status: qqtion Ac on: Review for Completeness L.Attachments: Staff Report Discussion: 4- Community Housing Plan Update Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date April 24, 2023 Prepared By: Brian Cummings I. Application Information Project Title: Mattituck Commercial Contractor's Yard Applicant: Terry Woodhull (7217 Main Road LLC) Date Submitted: August 22, 2022 Tax Map Number: 122.-6-35.7 Project Location: 7217 Main Road Hamlet: Mattituck Zoning District: General Business (B) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.83 acres Building size 7,000 sq. ft. + 4,700 sq. ft. III: Completeness Review This Site Plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000sf and 4,700sf, off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zone, Mattituck. §280-48(A)(4) Building, electrical and plumbing contractors' businesses or yards. Site Plan packet Table of Contents: C6 Lighting Plan T1 Title Page C7 Utility Plan Al Floor Plans C8 Landscape Planting Plan A2 Elevations C9 Irrigation Plan C1 Existing Conditions Plans C10 RPZ Details C2 Erosion & Sediment Control Plan S1 Proposed Sanitary Plan C3 Demolition & Removals Plan S2 Sanitary Details C4 Proposed Site Plan S3 Sanitary Details 2 C5 Grading & Drainage Plan A. Existing: a. Vacant 1.83 acre parcel with stone supply materials, partial encroachment from parcel to the south (Starlite Auto body; same owner, reason for resubdivision/lot line modification); Southold Planning Department Staff Report Site Plan Application Work Session — Completeness b. Surrounding land; i. North: LIRR tracks and SCWA Utility land; ii. East: 4.2acre "B" zoned parcel with existing Suffolk Times building and parking; iii. Southeast: 0.4acre "B" zoned parcel with existing residence, 0.52acre "B" zoned parcel with Starlite Auto Body; iv. West: 50' wide SCWA access easement. (subject parcel has rights over easement for access), Laurel Stone Supply Yard and wireless communications monopole with ground equipment; B. Proposed construction: a. Two (2) Metal Contractors Office and Storage buildings (slab on grade, no basement) iW North building at 144' x 48' (6,912sf) with six (6) interior suites at 1,152sf each (24' w X 48' deep) with one overhead bay door, one rest room and office space each ii. South building at 96' x 48' (4,608sf) with four (4) interior suites at 1,152sf each with one overhead bay door, with one rest room and office space b. Utilities: NYS Route -2'5'.....,.. .. SCWA Easement ------------------------------------- Primary Electric 120 V „ existing water main (underground from utility pole) r ---- .I ...... ____W w water ...r..._..b service c. Sanitary: i. Flow calculated at 460.8GPD; ii. Proposed: one (1) Hydro-Action AN550 I/A Septic Tank @ 550GPD with 50% leaching capacity future expansion leaching pool for total allowable density of 1,103AGPD d. Bulk Schedule Code requirements (General "B" Business Zone) i. Lot Coverage: 30% max; 14.6% proposed 2 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness ii. Landscape Coverage: 30% minimum; 54% proposed e. Parking required: Building, electrical or plumbing contractor's business or yard = 1 space for each employee, plus 2 spaces Parking provided 1 stall / 1,OOOsf= 11.7 (12 stalls including ADA) Staff: the incorrect parking calculation of warehouse/storage was used to provide the proposed sum. This should be revised and made accurate with regard to the proposed use as the Planning Board reviews the site plan application. f. Access: 26' wide ingress/egress to Main Road proposed as stone pavement. This is located within the 50' wide SCWA utility easement and includes five (5) exterior pole light fixtures; g. Irrigation Plan: 39,935sf or 49.83% irrigation area proposed across 5 zones (with one as drip irrigation). Soil moisture sensors will be used with the irrigation system to water only during times of low soil moisture. No more than 1,000 GPD shall be used for irrigation and the facility will not run the irrigation system between the hours of 2:OOam — 7:OOam h. State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions C. With regard to the Planning Board follow up letter dated October 4, 2022, which determined the application as incomplete for review and required the following: 1. Provide a separate Key Map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.); Submitted: yes, 2. Provide a copy of an agreement with the Suffolk County Water Authority (SCWA) that grants right of access and permission for other improvements (driveway, light poles, utilities, etc.) to the subject owner/applicant as applied for; Submitted: the attorney for the applicant, Harvey Arnoff, has provided a legal opinion letter addressing the issue along with deeds from 1969, 1972 and 1992 that purportedly proves that in 1992 the SCWA was granted right of access over the ROW owned by the subject parcel. This information and opinion letter will be sent to the Office of the Town Attorney for review. 3 Southold Planning Department Staff Report Site Plan Application Work Session — Completeness 3. Provide a lot line modification application to this department, as proposed at the work session, to account for existing encroachment on an adjacent parcel under the same ownership; Submitted: yes; a re-subdivision application has been submitted to the Planning Department for review. This application will be brought to the May 15, 2023 work session to be reviewed for completeness. 4. Provide sign renderings, location(s) and dimensions for all proposed exterior signage pursuant to §280-86(C) of the Town Code for the Hamlet Business (HB) zoning district; Submitted: yes; provided on Sheet C4 and C10 of the site plan packet. The detail provided on sheet C10 for the main sign shows a "lighting bar." The lighting of this main sign will be reviewed during the site plan process and must be found consistent with Chapter 172 in that any lighting of a sign shall be a source from above and not below. V: Planning Board items to consider: 1) Find the above referenced site plan application incomplete for review pending the review of the following: a) Office of Town Attorney to review provided deeds, legal opinion letter and rights of access information regarding SCWA easement and determine whether the applicant has the right to improve the ROW with pavement, drainage, utilities and light fixtures. b) Completeness review of Re-Subdivision application at May 15, 2023 work session; 2) When both applications are found complete (potentially at May 15 meeting) begin the site plan review process, including: a) Distribute referrals to at least the following: Mattituck Fire District, SCWA, NYSDOT, SCDHS, Town Engineer, Town Board, Fire Marshall, Code Enforcement, LWRP; b) Classify the action as Unlisted under SEQRA as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; c) Public Hearing: set a hearing at the next available Public Meeting; 4 `KA L. K McLean Associates, P.C. ❖ 437 South Country Road - Brookhaven - New York - 11719 (631)286-8668 - FAX(631)286-6314 d• 25 Newbridge Road - Suite 212 - Hicksville - New York - 11801 fttps://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F,DWYER JAMES L.DeKONING,P.E,,VICE PRESIDENT S-k1pf STEVEN W.EISENBERG,P,E, y ANDREW B.SPEISER 3"�AMATTHEW C.JEDLICKA,LEED AP February 17, 2023 KEITH J.MASSERIA P.E. Town of Southold Planning Dept. RECEIVED- VINCENT A,CORRA ,P P,E_ g p d TAMARA L,STILLMAN,P.L.S. 54375 Main Rd. iI�B 3 2023 02 3� P.O. Box 1179 Southold,NY 11971 Planning Board RE: 7217 Main Road LLC—Contra r mm� ctors Commercial Office Campus Mattituck, NY S C TM#: 1000-122-06-35.7 LKMA No. 22064.000 Dear Mr. Cummings: As Consulting Engineers for 7217 Main Road LLC, we are submitting, on their behalf, documents requested as per an incompleteness letter from your office dated October, 4`h, 2022. The following lists how each comment was addressed. 1. Provide a separate key map showing all existing buildings and uses within 200' of subject parcel. Response: Provided 9 original copies of 200' radius map. 2. Provide a copy of an Agreement with Suffolk County Water Authority. Response: Please see Attorney's legal opinion letter addressing this issue. 3. Provide Lot Line modification application. Response: Please see attached Lot Line modification application. 4.Provide Sign Renderings, locations, and dimensions. Response: Please see sheets C4 and C10 for Sign location, dimensions and renderings. To support your review our office has enclosed the following. 0 Plan Set including Sign Renderings, (9 original copies) 0 Re-Subdivision Application 0 200' Radius Map(9 copies) • Attorney Opinion letter, (1 copy) • 1969, 1979, 1992 Deeds, (1 copy ea.) If you should have any questions relative to this submission, please do not hesitate to call this office directly. Very truly yours, CFD:cfd Christopher F. Dwyer, Associate L. K. McLean Associates, P.C. Enc. (5) Cc: Terry Woodhull—7217 Main Road LLC w/enc, LKMA File Copy w/enc. TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 OFFICE LOCATION: MAILING DRESS: Town Hall Annex P.O.Box 1179 54575 State Route 25 �� „�� ^"�� Southold, Nei'11971 (cor. Main Rd. &Youngs Ave.) y " ` Southold, NY ��� Telephone: 631 765-1938 www.sontholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD � October 4, 2022 Christopher F. Dwyer 437 South Country Road Brookhaven, NY 11935 Re: Proposed Site Plan for Mattituck Commercial Contractors Yard 7217 NYS Route 25, n/s/o Route 25 & Bray Avenue, Mattituck SCTM#1000-122.-6-35.7 Dear Mr. Dwyer: I am writing as a follow-up to the Work Session held on September 26, 2022 where the Planning Board determined that the above-referenced Site Plan Application is incomplete. Before the Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1 . Provide a separate Key Map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.); 2. Provide a copy of an agreement with the Suffolk County Water Authority (SCWA) that grants right of access and permission for other improvements (driveway, light poles, utilities, etc.) to the subject owner/applicant as applied for; 3. Provide a lot line modification application to this department, as proposed at the work session, to account for existing encroachment on an adjacent parcel under the same ownership; 4. Provide sign renderings, location(s) and dimensions for all proposed exterior signage pursuant to §280-86(C) of the Town Code for the Hamlet Business (HB) zoning district; I" attitrc CornrrerciaC Ccrtraotors Yard a e October If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, c Brian Cummings Planner HARVEY A. ARNOFF Attorney At Law 206 Roanoke Avenue, Riverhead, NY 11901-2794 Tel: (631) 727-3904 Fax No.: (631) 727-3940* e-mail: laarnoff arnoffla •coin Harvey A. Arnoff *Not for service of legal papers Joseph C. Palermo Paraleal Colleen Grattan-Arnoff, R.N., LNC December 1, 2022 Town of Southold Planning Board 54375 Main Road Southold,NY 11971 RE: Starlite Auto Boday 7255 Main Road,Mattituck, NY To Whom it May Concern: I am the attorney for Starlite Auto Body and Terry Woodhull. I have been requested to give my opinion as to the right-of-way which exists contiguous to Mr. Woodhull's business situate at Main Road (State Route 25) in Mattituck,New York, known as Starlite Auto Body. On or about the 7th day of March, 1969, James M. O'Connell and Philomena Lizza acquired title to certain real property situate in the Hamlet of Mattituck, Town of Southold, County of Suffolk and State of New York. A copy of that deed,recorded`in the County of Suffolk in Liber 6516 Page 210, is annexed hereto. Thereafter and by deed dated the 28th day of December 1979, recorded in the County of Suffolk in Liber 8760 Page 426, James M. O'Connell and Philomena Lizza transferred to Harvey Bagshaw and Terry Woodhull certain real property which is the subject of the application herein, together with a right-of-way which sets forth the following: "Together with a right-of-way or right of access for ingress and egress, utilities and for all other purposes over that strip or portion of land bounded and described as follows..." That selfsame deed described the actual right-of-way which, I understand, is a concern for the Planning Board. Law Office of Harvey A. Arnoff Town of Southold Planning Board December 1, 2022 Page 2 Thereafter, by deed dated the 29 h day of December, 1992,recorded in the County of Suffolk in Liber 11604 Page 039, the right-of-way referred to herein above, was transferred to the Suffolk County Water Authority, subject to a right-of-way over a parcel of the property conveyed. It is clear,therefore, that any rights which the Suffolk County Water Authority has over the property is subject and subordinate to the rights reflected in the deed dated 1979 referred to above. The right of use of that right-of-way rests in the applicant. Therefore, there is no need for any consent from the Suffolk County Water Authority for any use intended by the application. In fact, that right-of-way is exclusive and does not run to any other person or entity. I am giving this Letter of Opinion knowing that the applicant and the Town of Southold Planning Board may rely upon same. Very truly y rs, 1-1EY A. ARNOFF HHA/ks CC: Terry Woodhull y Smndud MY 111,11 Foam 8007.9-6B-20�i—Bu�g�in and 5,4 Deed,vLA C,1.....aurue Cnuor' Aeu—lodi�idod a .� CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD 4R"RY LAWYERS Ota" LIBER Pare i� � / P s THIS INDENIURF,trade the 7th day of March,' °nes ^=hin ' s � -nine r BETWEEN C. A. PRICE CO. INC., a domestic=corporAtiori1,,lith office and principal place of business at Mattituck, Town'of 1o;th,old, Z Suffolk County, Nero York, party of the first part,and JALMM M_O"CONJTELL, ,residing at Ce " �,eGlen y Cove, New York, and Philomena Lizsa, residing, at 2 ,�����O;o Road, Oyster Bay, New York, iJ/; r i i' party of the second part, � ✓ W1TNF_9S6TH,that the party of the first part,in consideration of One and 60/10YG1 ..----- i t --- –, .. -----—--- Q� dollars, lawful money of the United States; and' other good andvaluable cOIIBlde'T8ti0II paid - " by the party of the second part,does hereby grant and release unto.the party of the se and part,the heirs or i 6R successors and assigns of the part),of the second part forever, ALIS"Otgrtain ploPpiece8ar parcelMl land, with the buildings and improvements thereon ereeted, situate, y lying and being IMOm at Mattituck, in the Town of Southold, County of Suf1', f and State of New York, bounded and described as follows: a PARCEL I: BEGINNING at a point on the northwesterly line of land-of the Long , Island Railroad Company where it intersects the eaats ly"boundary i of land of Lois W. Young, being about 400 feet ease y" rom the n°roe a where said Long Islan3. Railroad crosses the Main Road (Route 25),,- RUNNING 5),RUNNING along said land of Lois W. Young the following two coursee distances: 1) North 36° 11' 20" West 176.09 feet; 2) South 611 13' 50" West 24.12 feet to land of Camp Molloy; THENCE along said land of Camp Molloy the following two courses ail(' distances: 1 North 37° 29' 50" West 360.21 feet; 2 North 32° 00' 30" West 177.77 feet to land of C. A. Price & Co. Inc., RUNNING THENCE along said land of C. A. Price & Co., Inc., the fol ing six courses and d1s�ances: I? North 694 03' 10" East 536.38 feet; "A, 2 North 230 47" 1011 Fest 1.93.11 feet; 3 Borth 170 48' 50" West 144.72 feet; 6 a 4North 211 57" 30" West 212.40 feet; 5North 220 28" 30" West 2'54.41 feet; 6 North 20"T 59" 5t�"' West 166.59 feet to a .monument and land nota ri formerly of Hallock; THENCE along said land now or formerly of Hallock the following t::,, courses and distances: x 1) North 22° 49' 40" West 603.58 feet; 2) North 211 49' 20" West 675.60 feet to land now or formerly of Norris; THENCE along said land now or formerly of Norris, North 660 05' 0' J 1, q.� f rr Gast 133.0 feet; L'e,,°6516 PACE 2�1 '1'IU�f#CE still along said land now or formerly of 'Norris and along land now or formerly of B. R. Reeve Sons, Inc., South, 56' 19' 20" East V,82.04 feet to land now or formerly of Mary Pylko; THENCE along said land now or formerly of Mary Pylko the following four courses and distances: 1) North 5911 36' 50" East 217.0 feet; 2) North 42° 27' 50" East 124.0 feet; 3) South 19° 44' 10" East 335.64 feet; '1) South 210 53' 00" East 249.70 feet to land now or formerly of the Conklin Estate; THENCE along said land now or formerly of the Conklin Estate the Following three courses and distances: I South 22° 33" 20" East 766.99 feet; Forth 73° 001" 10" East 1664.70 feet; �) South 230 19" ",50"'' East 16.62 feet to said land of the Long Island Railroad Company; ITHENCE along said land of the Long Island Railroad Company the follow- ing three courses and distances: South 440 43' 50" West 1755.84 feet; 2 thence South 27° 22' 101" East 23.65 feet; )' thence South 440 43' 50" West 373.30 feet to the point of BEGINNING. PARCEL II: f BIZINNING at a point on the southeasterly line of laud of the Long Island Railroad Company where it intersects the easterly boundary Ling of land of Carl Besch, 'being about 1200 feet easterly from the point where said Long Island Railroad crosses the Main. Road (Route 25); RUNNING THENCE along said land of Long Island Railroad Company North 440 43' 50" East 1272.92 feet to land now or formerly of Roy Graff; RUNNING TWWCE along said land now or formerly of Roy Graff, South 23° 19' 50" East 259.55 feet to a monument and land now or formerly " of Wilsberg; 11LUCE along said ,Laud now or formerly of Wilsberg the following two " courses and distances: ? 1) South 650 05' 00" West 170.03 feet to a monument; r.) South 60° 24' 30" West 246.40 feet to a monument and land now or formerly of Chew; MLENCE South 58° 32' 00" West along said land now or formerly of Chew f end along id now or formerly of Packer, 252.21 feet to a monument; TRENCE South 23° 03' 00" East still along said land now or formerly of Packer 258.92 feet to land now or formerly of G. I. Tuthill; a, THENCE along said land now or formerly of G. I. Tuthill and along land now or formerly of R. Tuthill, South 52° 01' 20" West 197.0 feet; TACE still alongsaid land now or formerly of R. Tuthill, South 23° 03' " .' aat"186.371feet to the northwesterly line of said Main Road; r� Thence a1 ong said, nox*t .westerly line of the Main Road the following two courses and distances: 1 Sou^tba!52°a01'^20";West.155.28 feet; 2� Southo t " 5 55 20 ,West 37.72 feet to land now or formerly of Kersnowski; THENCE along said land now or formerly of Kersnowski the following a three courses anddistances: 1) North'34° 14':40" West 133 feet; 2) Nort ,.:43° 47' 40" West,. 77 feet; 3) South 49° 18' 40" West 75 feet to land now or'formerly of Carl U ' Beach, T1LEN0E along said land now or formerly of Carl Besch, North 26° 441 10" West 215.37 feet to the southeasterly side of land of the Long Island Railroad,pompaxay at the point or place of BEGINNING. ( SEE ATTACHED RIDERel ) ,3 • 2G� -/O� � +IWw 0414 lila IN-dupla AAa SAID d,d,t,mA n44946111 AeNed Uw414005 A816I911I9N«d of t1A,pn1W,• Kira ao?. COO"?YOM LAWM SMM UGNM TINA NPT —TIMI 10111 Ot WIMP BY Ldl Y: PGJ3 1 WM MOMM,made the 2 9 day of 0 Cf►nbW,,nineteen hutldred and hive' -Jrvo arrWIM rNFB MELOPKZNT CORP.s a Now York corporation with principal Placa of busInsam, at 9025 Main Road, Mzttituck, Now York 11952. party of the Pint port,and S!LFFOLK COUNTYNATER AUTHOR jTYL a Public Benefit corporation with principal place of business At. 4040 Sunrise Highways Oakdale. Naw York 11169-0901, , DISTRICT party of the second pan, 1000 VMRS11M.that flit party of the fiat part,In consideration of-------TEN AND 00/100--_--«°-0-----SECTION 121.00 BLOCK lawful money of the Unitetl Stales, and other good and valuable ct:nsideration. Miff OS.00 by the party of the urond pan,does hereby grant and release unto the party of the second part, the heirs or LOT 005.001 successors and assigns of the parry of the second part forever, ., «. - - - DISTRICT Ali.that cenaln plot,piece or parcel of land, with the buildings ant) Improvements thereon erected, situate, 1000 lying and beblg IIIUU/t at Laurel, in the Town of Southold, County of Suffolk and State SECTION of Now York, more particularly bounded and described on Schedule A attached hereto 122.x- and made a PATI: herTf.. BLOCK 02.00 .� LUT " T2_5.000 . $ - _ - - � . 16664 f JAN Ei 199.1 'I\X?I\11 : I N Uj E f' TAX f�,.1 1000 •• 122.00 1Hl 06.00 1.11.E 075.001 DISTRICT 1000 SECTION 121.00 BLOCK 05.00 LOT W01.007 001.004 001.005 11604 041 11. North 53 dogroom, 13 minutes 50 seconds last 141.70 fodtt 12. North.. 57 degrees 37 minutes 50 @soon& East 179.34 last to land now or formerly of Wolgot TMwcz along said land now or formerly of Volga South 22 degrses 23 minutes 10 seconds East 73.43 feet to a monument and land of the Long Island Rail Road Companyt THENCE along said land of Long Island Rail Road Company, the following 7 courses and distancest 1. South 44 degrees 43 minutes 50 seconds hest 151.96 foatt i. South 33 degrees 11 minutes 00 seconds East 16.81 Conti 3. South 44 degrees 43 minutes 30 seconds Nest 763.43 feett 4. North 23 degrees 19 minutes 50 seconds Wast 32.33 feats S. South 44 degrees 43 minutss 50 seconds Nest 1755.84 fsatt 6. South 27 degrees 22' minutes 10 seconds last 23.65 foett 7. South 44 degrees 43 minutes 50 ri nds West 373.30 last to the point or place of BEGINNING. TOGETHER with an easement and right of way for persons, an'i is and vehicles over a strip of land, actuate, lying and being at Mettituck, Town of Southold, County of Suffolk and State of Now York, bounded and described is follows: The easterly fine of the 33 toot right of way herein described beginning at a point on the northerly lines of the Main Road (Route 25) IS toot westerly along said northerly line from a concrete monument sort at the southwesterly corner of land of John Naastont and RUNNING over land of Lois W. Young, North 32 degrees 27 minutes 10 seconds West 152.44 feet to the southeasterly line of land of Long island Railroad Company RUNNING THZNCE across said land of the Long island Railroad Company, North 21 dagreas 16 minutes 50 seconds West 43.18 foot to the westerly line of Parcel 1 herein above describedw THENCE along the westerly line of said parcel 1 herein above described, North 36 dogrses 11 minutes 20 seconds West 176.09 testi The westerly line of tho above described 33 loop Right of Nay is parallel with, and 33 tact westerly from, the above described ossterly line, mrasurod at right les therstot 1000-122.00-06.00-033.001 All that certain lot, piece or parcel of land, situate, lying and being at Laurel.. Town of Southold, County of Suffolk, State of Now York, bounded and described as follows: BEGINNING at a point on the northwesterly side of Main Road where the southvestarly -corner of land now or formerly of Star-Lito Auto Body Inc., intersects t,ho northwesterly side of Rain Roadt RUNNING THENCE South 32 degrees 01 minutes 20 seconds West along the northwesterly aide of Main Road 70, feet to a. point of curve and land now or formerly of RG 6 RN Laurigustt RUNNING THENCE northerly along the aro of a curve bearing to the left end having a radius of 20 feet a distance of 31.42 feats THINCI Norh 37 duress 51 minutes 40 ■oconds West along said land now or formerly of RG i RSC Lauriguet 419.35 foot to land of L.r.R.R., RUNNING THENCE North 44 degrees 43 minutes 30 seconds last along land of L.I.R.R. 50.41 feet to land now or formerly of Lista i O'Connollt 042 OWING THINCZ South 37 degrees 50 minutes 40 seconds rest along land now or formerly of Liles 6 O'Connell and Star Lite Auto Body, Inc. 445.75 t to the point Or place of ,v BEGINNING, SVWICT To rights of way of record over Parcel Ii. 1000-121.00-05.00*001.003 All that certain plot, piece or parcel of land, situate, lying and being at Kattituck, Town of Southold, County of Suffolk, state of Nana 'York, being more particularly bounded and described as followst DOINNING at a point on the south aide of Sound Avenue distant 202.66 feat easterly as measured along the southerly side of sound Avenue from the northeast corner of land tl' formerly of Gary Hallocks u RANO THZNCX South e9 depress 13 minutes 40 seconds East along" the southerly side of Sound Avenue 211.65 feet to the Westerly side of 25 foot wide Right of wayt RUNNING THINCE South 21 dsgreas 49 minutes 20 seconds East along the Westerly side of said Right of way 603.40 feet to the northerly side of Said Right of way) RUNNING TIM,NCE South 68 degrees 10 minutes 40 seconds west along the northerly side of said 'Right of way, 195.41 fast) RUNNING TX9NC3 North 21 degrees 49 minutes, 20 seconds Most 686.12 feet to the southerly side of ,sound Avenue the point or place of beginnings 3( 1000-121.00-05.00-001.004 All that certain 'plot, ,piece or parcel of land, situate, lying and being at Mattituc"k, Town of Southold, County of Suffolk and State of New 'York, bounded and described as followa: BEGINNING at the northeast darner of promises to be described which point of beginning is the following two (2) courses and distances ,from where the northeast corner of land now or formerly of Mary Hallook intersects the southerly side of Sound Avenue: (1) Easterly along the southerly side of Sound Avenue 441.36 foot to the easterly lido of a 25 foot right of way and land now.or formerly of Xogliot (2) south 21 degrees 49 minutes 20 seconds East along easterly side of said Right of 'way 620 feet to point of beginnings RUNNING THENCE South 21 degrees 49 minutes 20 seconds East along land now or formerly of Keglic 951.46 feet to land now or formerly of X. Abramofft RUNNING THZNC3 North 56 degrees 19 minutes 20 seconds West along land now or formerly of H. Abramoff 366.91 featt RUNNING THINCE North 21 degrees 49 minutes 20 seconds 'Host 649.01 foot to the southerly line of 25 foot Right of way) RUNNING THINCE Norah 68 degrees 10 minutes 40 seconds East along the southerly line of 25 foot Right of way 208 feet to the point or place of EE0INNINO. TOGETHER with the landlying within the bed of a. Right of We� ovar a 25 foot strip �oi' land that lies between southerly line of Parcel III and the northly line of Parcel IV and along the easterly line of Parcel III out to Sound Avenue, and being sore particularly bounded and described as follows: SEOiNNING at a monument on the southerly side of sound Avenue distant 441.38 feet easterly from the lntersaction of sound Avenue and Sand now or formerly of Hallockt RUNNING TMCR south 21 degrees 49 minutes 20 seconds East a distance of 670.0 feat along land now or formarly of Reglio to a point at the northerly side of Parcel IVt RUNNING THENCE South 68 degrees 10 minutes 40 seconds West a distance of 390.41 fact to a point? RUNNING THENCE North 21 doroes 49 minutes 20 seconds Nest a distance of 95 feet to a point at the southerly side of parcel iii; RUNNING THENCE North 68 degrees 10 minutes 40 seconds East a distance of 195.41 feet to a pointe RUNNING THINCE along the easterly side of Parcel III North 21 degrees 49 minutes 70 seconds West a distance of 605.40 feet to a point on the southerly side of Sound Avenuet RUNNING THXNCZ along said southerly side of sound Avenue South 89 degraes 13 minutes 40 seconds East a distance of 97.08 feet to a monument at the point or place of BEGINNING. 1000-121.00-05.00-001.005 SUBJECT to a 25 foot right of way in favor of two parcels described as Lots 1 and 3 on May of Minor Subdivision known as Russet Acres at Mattituck, Now York, as mepod by Roderick Van Tuyl, P.C. dated November 4, 1965. Said right of way shown as 1000-121.00-05.00-001.005 SUBJECT TO LILCO EASEMENT caroming Parcel IV. BEING and intended to be the some premises conveyed to the. party of the second part by dead dated 8/30,/91 and recorded 12/'19/91 in the Suffolk County Clark's Office in Libor 11389, page 105, and Correction 'Dead dated December 3, 1992, to be recorded simultaneously herewith, which was made to correct the aforementioned dead as to an error in the description of Parcel ill, to include the agates and bounds on the third course of said description. This conveyance is made in the regular course of business actually conducted by the party of the first ,part and does not constitute a conveyance or substantially all of its assets. foreclos/des-bold 49NfylT IOURIAWYER oEFaRE 3tCNING tiffs.INf1AUMKNT..tN1x INS.tRUM[Nt sFf.oU1RCE U3Eo•UY► N4rNEINW tl( M. Na W' ° fir ra Iliw8�fi0P1��426 � �. ,•� 'We e`nber ' 'PHLS INDFMURE, made the 1?7dal of 4a4y nntrlecn IiunJi„I and set'cut y-7t 't] , x JAMES M. O'CONNELL, residing at Red Spring Lane, (l"to 'T�tw) i Glen Cove, Now York, and PHILOMMA LIR7% a , rosidincf t: >. Mill llivm'" Road, Oyster Bay, New York, r fip J �1 party of the first part,and GO HARVEY BAC,SAAW, residing at Deephole Dr:.Ve (no' CM number) , blattituck, Now Yar];, and TERRY WOODHULL, residing] At'°iut0—s M Lane (no number) , South Jamesport, New York, REAL MAT 1b975 JAI 101980 party of the second part, RA?41;r'R TAX VM- ESSETH, that the party of the first part,in crimideration of 5I.TPOL1{ w Qa`N y l Ten ($10.00)--------------------------------------------------Jahr,, lawful uroncy of Elie Uuilyd Swu•,, ane] other. good andv tl ua]?le consideration 7>pd by the party of the second part, dors herby grave :un] rrleaw mUo the party or 1hr srcond part, the hrJra o>t successors and assigns of the part) of the,rnnul part forrvrr, U` p'. ALL that certain plot, piece ur parcel of land, with the buildioes and improvement- therron erected, sitUtilr, lyingand heingMtcAbe at Mattituck, Town of Southold, County of Suffolk, State of New York, more particularly bounded and described as follows: BEGINNING at a point which marks the southwesterly corner of the pl remises herein described, said p point being Nor'7 37 degrees 5 I minutes 40 seconds West a distance of 180.08 fe,-� northerly from a point on the northerly side of Main Road where the same is intersected" � ry the easterly side of a fifty foot right of way; and from said 'pciin of be,linn:.rg running thence along the easterly side of said right d t ' way North 37 degrees 58 minutes 40 seconds West a distance of -265,61 10 , E feet to the land now or formerly of the Long Island Railroad; runTiiyt ` pW thence along land now or formerly of Long Island Railroad, North 44 degrees 43 minutes 50 seconds East a distance of 1046,01 feet; runningthence South 23 degrees 39 minutes 5 seconds East d' t 9 0 E a �.S secs,. +, of 259.53 feet; running thence. South 65 degrees 05 minutes West .B distance of 170,03 feet; running thence South 60 degrees 24 minutes; � ^w 30 seconds West a distance of 246,40 feet; running thence South 59. degrees 32 minutes West a distance of 252,21 feet, running thence a "South 23 degrees 03 minutes East a distance of 258.92 feet; runniTig thence South 52 degrees 01 minutes 20 seconds West a distance of Vin° mew . .215.01 feet to the easterly side of a riylil. of way and the point or. place of beginning. Together with a right-of-way or right of access for ingress and g egress, utilities, and for all other purposes over that strip or portion of land bounded and described as follows:. �E on 7'e p�/"o w % t inning at a point on the Northerly side of Main Road said )n bex tho Easterly corner of the strip or parcel abou descrx Running Thence South 52 degrees 1 tr 20 seconds �j 4 Nest along. Northerly side of Main Roa istance of 50 feet 1% to a point on t Northerly side o rn Road; Thence North 37 III degrees 58 minutes econds a distance of 439,35 feet to land t�(� sop oT formerly of the L Island Railroad; Thence North 44 dogt es. 43 minutes 50 secon ast alo aid land now or formerly o� the " Long Island Ra" o.d a distance of ;� fe-.et to zt point; Thente South 37 d yes 58 minutes 40 seconds Ea"gt-tea istance of 445,75 feet to th rtherly side of Main Road and the point of NING.I 8760P,-A-2 fi BEGINNING at a point on the northerly side of plain Road where the westerly n side of the right of way herein described adjoins land not or formerly of ,lames O'Connell and Philonnena pizza and from said point of h,. inning running thence in a nort➢weaasterly direction along a curve to the left bwkr g dN an arc of 31.42 feet and a radius of 20.00 feet to a point; running t]vum north 37 degrees 58 minutes 40 seconds west 419.35 Leet to land now or ford of Long Islam Railroad; running thence north 44 degrees 43 minutes 50 east a distance of 50.41 feet; running thence south 37 dogrees 55 minutes 40 seconds cast a distance of 445.75 feet to the northerly side of running thence along the northerly side of plain Road south 52 degrees 01 minutes 20 seconds west a distance of 70.00 feet to the point or place of . BEGIN. 'r. 5 I 4' �w m OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov CAI rou t PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2022 Christopher F. Dwyer 437 South Country Road Brookhaven, NY 11935 Re: Proposed Site Plan for Mattituck Commercial Contractors Yard 7217 NYS Route 25, n/s/o Route 25 & Bray Avenue, Mattituck SCTM#1000-122.-6-35.7 Dear Mr. Dwyer: I am writing as a follow-up to the Work Session held on September 26, 2022 where the Planning Board determined that the above-referenced Site Plan Application is incomplete. Before the Board can commence its full review, it is necessary to complete the application by submitting the following directly to this department: 1. Provide a separate Key Map showing all existing buildings and uses within 200' of the subject parcel and include key elements of those existing sites (e.g. buildings, curb cuts, parking area(s), landscaping, etc.); 2. Provide a copy of an agreement with the Suffolk County Water Authority (SCWA) that grants right of access and permission for other improvements (driveway, light poles, utilities, etc.) to the subject owner/applicant as applied for; 3. Provide a lot line modification application to this department, as proposed at the work session, to account for existing encroachment on an adjacent parcel under the same ownership; 4. Provide sign renderings, location(s) and dimensions for all proposed exterior signage pursuant to §280-86(C) of the Town Code for the Hamlet Business (HB) zoning district; Mattituck Commercial Contractors Yard Vim" a g e 12 October 4 2022 If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, Brian Cummings Planner Southold Town Planning Board Work Session - September 26, 2022-Page 2 ............ ........ ------------_� M-—attituck 66m' merciall Campus SCTM#: 1000-122-6-35.7 Location: 1 7217 Main Road, Mattituck ion of two commercial Description: This Site Plan application is for the proposed construct contractor office and storage buildings at 7,000 sq. ft. and 4,700 sq. ft., off- street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zoning District. Status: New application . ..... Action, Review for CqMp!ptp9@ss ........................ Attachments: _L§taff Report .......... .......... ...... ------ 1OdC_i40_i 6 Project Name: Harold R. Reeve — Subdivision &Sons, Inc. Standard Location: 1605 Wickham Avenue, Mattituck Description: This proposal is for a Standard Subdivision of a 5.1 acre split-zoned parcel into 4 lots where Lots 1-3 equal 1 acre each in the R-40 Zoning District and Lot 4 equals 1.8 acres located in both the R-40 and LB Zoninq Districts. .......... Status: Conditional Preliminary PI A pr9yal --p Action: ........... Attachments I Staff ..................... .......... I SCTM#: 1 1000-83-3-5.3 _qre99p.§OWe Warehouses Location: q9oP.Rq@4,_C_Utq!LPgYP -—------ Description: This site plan is for the proposed construction of a ±69,360 sq. ft. self-storage facility, and includes the construction of six (6) storage buildings: three 12,000 sq. ft. 1-story buildings, two 11,880 sq. ft. 1-story buildings, and one 9,600 sq. ftf, 1-story building. Also included is the conversion of an existing 797 sq. ft. garag& to an office, an existing dwelling to remain, and 20 proposed parking stalls all on' 5.7 acres in the Light Industrial Zoning District. —st a i,U_S: ...................... A D-D-roved"" .................... .............. ...... i Action: #3  ............ Attachments: I Staff Report ......———------------------- eon: Name: Gaines &Gwathmey Resubdivision I SCTM#: 1000-5-2-2 & 3 __.__.___.. .............. _e_r _... ........ -_ ,_R_ 11._Locat173 Phe...asantDrive & 22617 East Main Road, Fishers IslandI,-,,,--- _-- _: _ -1_1 -"--. .-.......... Description: this resubdivision proposes to transfer 6,941 sq. ft. between Lots 1 and 2 by reconfiguration of the common lot line resulting in no net gain or loss in existing lot areas in the R-1 20 Zoning District. atus: ew Application -------.................... . Action: I Review for Completeness ---—-------------- ...................... I Attachments: .I Staff Repq!t.. ........... ................ Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans Date September 26, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Mattituck Commercial Contractor's Yard Applicant: Terry Woodhull (7217 Main Road LLC) Date Submitted: August 22, 2022 Tax Map Number: 122.-6-35.7 Project Location: 7217 Main Road Hamlet: Mattituck Zoning District: General Business (B) II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±1.83 acres Building size 7,000 sq. ft. + 4,700 sq. ft. III: Completeness Review This Site Plan application is for the proposed construction of two commercial contractor office and storage buildings at 7,000sf and 4,700sf, off-street parking, ingress/egress driveway, utilities and other site amenities on 1.83 acres in the General Business Zone, Mattituck. §280-48(A)(4) Building, electrical and plumbing contractors' businesses or yards. Site Plan packet Table of Contents C6 Lighting Plan T1 Title Page C7 Utility Plan Al Floor Plans C8 Landscape Planting Plan A2 Elevations C9 Irrigation Plan C1 Existing Conditions Plans C10 RPZ Details C2 Erosion & Sediment Control Plan S1 Proposed Sanitary Plan C3 Demolition & Removals Plan S2 Sanitary Details C4 Proposed Site Plan S3 Sanitary Details 2 C5 Grading & Drainage Plan A. Existing: a. Vacant 1.83 acre parcel with stone supply materials, partial encroachment from parcel to the south (Starlite Auto body; same owner, reason for lot line modification); Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans b. Surrounding land: i. North: LIRR tracks and SCWA Utility land; ii. East: 4.2acre "B" zoned parcel with existing Suffolk Times building and parking; iii. Southeast: 0.4acre "B" zoned parcel with existing residence, 0.52acre "B" zoned parcel with Starlite Auto Body; iv. West: 50' wide SCWA access easement. (subject parcel has rights over easement for access), Laurel Stone Supply Yard and wireless communications monopole with ground equipment; B. Proposed construction: a. Two (2) Metal Contractors Office and Storage buildings i. North building at 144' x 48' (6,912sf) with six (6) interior suites at 1,152sf each (24' w X 48' deep), one rest room and office space each ii. South building at 96' x 48' (4,608sf) with four (4) interior suites at 1,152sf each, with one rest room and office space b. Utilities: NYS Route 25 J SCWA Easement Primary Electric 120 V existing water main (underground from utility.pole) mmw water servicew.._ c. Sanitary: i. Flow calculated at 460.8GPD; ii. Proposed: one (1) Hydro-Action AN550 I/A Septic Tank @ 550GPD with 50% leaching capacity future expansion leaching pool for total allowable density of 1,103AGPD d. Bulk Schedule Code requirements (General "B" Business Zone) i. Lot Coverage: 30% max; 14.6% proposed ii. Landscape Coverage: 30% minimum; 54% proposed 2 Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans e. Parking required: Building, electrical or plumbing contractor's business or yard = 1 space for each employee, plus 2 spaces Parking provided 1 stall / 1,OOOsf= 11.7 (12 stalls including ADA) Staff: the incorrect parking calculation of warehouse/storage was used to provide the proposed sum. This should be revised and made accurate with regard to the proposed use as the Planning Board reviews the site plan application. f. Access: 26' wide ingress/egress to Main Road proposed as stone pavement. This is located within the 50' wide SCWA utility easement and includes five (5) exterior pole light fixtures; g. Irrigation Plan: 39,935sf or 49.83% irrigation area proposed across 5 zones (with one as drip irrigation). Soil moisture sensors will be used with the irrigation system to water only during times of low soil moisture. No more than 1,000 GPD shall be used for irrigation and the facility will not run the irrigation system between the hours of 2:OOam — 7:OOam h. State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions V: Planning Board items to consider: 1) Accept the above referenced site plan application as complete for review with certain information to be provided immediately as follows: a) Key Map showing the location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property. Staff: This important key map would display the orientation and locations of Old Main Road and Bray Avenue (opposite Main Road) along with the proposed curb cut, in addition to displaying the footprints of all buildings within 200'; b) Exterior signage details pursuant to §280-86(C) 2) Begin the site plan review process, including: a) Distribute referrals to at least the following: Mattituck Fire District, SCWA, NYSDOT, SCDHS, Town Engineer, Town Board, Fire Marshall, Code Enforcement, LWRP; 3 Southold Planning Department Staff Report Site Plan Application Work Session — Revised Plans b) Classify the action as Unlisted under SEQRA as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; c) Public Hearing: set the hearing at the October 3rd public meeting for November 7th 2022; 4 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Mattituck Commercial Contractors Yard Completed by: Brian Cummings Date: September 26, 2022 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. 4 (2) The site plan review fee, as specified in Subsection B $2,150 below. Editor's Note: See now § 280-138, Fee schedule for 4 submitted; site plan applications. (3) A completed environmental assessment form. 4 Full EAF (FEAF) . ...... .... (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. �l (b) The name and address of the landowner on record: �l [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. �l (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given �l to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 �l feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest �l tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas �l dedicated to public use within or adjoining the property. 1 Checklist for Site Plan Application Completeness Southold Planning Department (i) A complete outline of other existing easements, deed restrictions or covenants applying to the property. Q) Existing zoning, including zone lines and dimensions. �l (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States �l Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but Identified on not limited to natural drainage swales, watercourses, existing wooded areas and wetlands, as defined by the New conditions York State Department of Environmental Conservation plan and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, �l escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the �l site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. �l (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and �l aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, Not provided, including curbcuts, within 200 feet of the boundary of the X subject property. 2 Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property �l lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in Not provided accordance with applicable sign regulations. X (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) 4 and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, 4 Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity 4 and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any 4 alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans �l showing the proposed use of floor area. Notes: N/A = Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness LIURA L. K. McLean Associates, P.C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEOAssociates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT R ECE IV ErLJ'N CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT — `-" " ---- STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER AUG 2 2 ZOZZ MATTHEW C.JED CKA,LEED AP KEITH J.MASSERIA,P.E. SOUth01d I OWn VINCENT A.CORRADO,P.E. Planning Board TAMARA L.STILLMAN,P.L.S. August 19, 2022 Town of Southold Planning Dept. 5437,5 Main Rd. P.O. Box 1179 Southold,NY 11971 RE: 7217 Main Road LLC—Contractors.Commercial Office Campus Mattituck, NY SCTM#: 1000-122-06-35.7 LKMA No. 22064.000 To whom it may concern: As Consulting Engineers for 7217 Main Road LLC, we are submitting, on their behalf, 'a Site Plan Package in order to receive approval from the Town of Southold Planning Department. The purpose of this proposed project is to construct two (2) buildings (7,000 SF & 4,700 SF), off-street parking, an entrance/exit driveway, site utilities and other site amenities to support the commercial contractor's office & storage facility. The project proposes two pre-engineered metal buildings that contain ten (10) 1,152 SF (24' wide x 48' deep) suites each having a bathroom office and storage space for contractors to run their businesses. Each suite will have an overhead garage door and man-doors (front and rear). To support your review our office has enclosed the following. • Site Plan Application Form • Check for Application Fee • Notice of Disapproval • Applicant's Affidavit • LWRP Consistency Form • Full Environmental Assessment Form • Survey prepared by Licensed Surveyor, (4 original copies) • Plan Set, (9 original copies) If you should have any questions relative to this submission, please do not hesitate to call this office directly. Very truly yours, CFD:cfd Christopher F. Dwyer, Associate L. K. McLean Associates, P.C. Enc. (5) Cc: Terry Woodhull—7217 Main Road LLC w/enc. LKMA File Copy w/enc. TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 SOUTHOLD PLANNING BOARD RECEIVED SITE PLAN APPLICATION FORM AUG 2 2 2022 Sout old Town Site Plan Name and Location Planning Board Site Plan Name: 7217 Main Road Site Development Application Date. 8 / 16 / 2022 Suffolk County Tax Map #1000- 122 - 06 -35.0070ther SCTM#s Street Address: 7217 Main Rd, Mattituck, NY, 11952 Hamlet: Laurel Distance to nearest intersection: North side of Main rd. and Bray Ave. Type of Site Plan: X New Amended Residential Zoning District B Owners/Agent Contact Information Please list name, maffi71g address, and phone n nnber for the people beloln: Property Owner Terry Woodhull (7217 Main rd LLC) Street 1730 Country Club Dr. City Cutchogue State NY Zip 11935 Home Telephone Other Applicant Terry Woodhull (7217 Main road LLC) Street 1730 Country Club Dr. City Cutchogue State NY Zip 11935 Home Telephone Other Applicant's Agent or Representative: Contact Person(s)X Christopher F. Dwyer Street 437 South Country rd City Brookhaven State New York Zip 11935 Office Telephone Other "Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site P1anApplication Form 2/18/2010 Site Data Proposed construction type: X New Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: 80,150 SFac./sq. ft. Site Plan build-out acreage or square footage: 11,700 SF ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No X If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? YN X If"yes", explain (and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: 6 / 21 / 2022 Is an application to the Southold Town Zoning Board of Appeals required? Yes No X If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Vacant List all proposed property uses: Proposed Commercial Contracting Storage Buildings Other accessory uses: Existing lot coverage: 0 % Proposed lot coverage: 14.6 Gross floor area of existing structure(s): 0 sq. ft. Gross floor area of proposed structure(s): 11,520 SF Parking Space Data: #of existing spaces: 0 # of proposed spaces: 13 Loading Berth: Yes_No X Landscaping Details: Existing landscape coverage: 46.1 % Proposed landscape coverage: 54 % Wetlands: Is this property within 500' of a wetland area? Yes No X Maybe I, the undersigned, certify that all the above information is true. Signature of Preparers ��� , F �1 -,.�,,.�Date: 8-16-2022 2 Site Plan Application Form 2/18/2010 RECEIVED AUG 2 2 2022 FORM NO.3 Southold a n TOWN OF SOUTHOLD Planning BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 21, 2022 TO: Christopher Dwyer, LKMA(7217 Main Road LLC) 437 South Country Road Brookhaven,NY 11719 Please take notice that your application dated June 10, 2022: For permit to: Construct 2)new structures(contractor's yard)on vacant land and a proposed lot line change at: Location of property: 7255 Main Road,Mattituck,NY County Tax Map No. 1000—Section 122 Block 6 Lot 35.7 and 122-6-35.5 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127,the proposed use and lot line change require site plan approval from the Southold Town PlanningBoard. You may now apply to these agencies directly. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,Planning Board OFFICE LOCATION: ;� 4T.: Q� MAILING ADDRESS Town Hall Annex ;N / •, f"^'�; '. 54375 State Route 25i` P.O. Box 1179 :_ r? ;` Southold,NY 11971 (cor. Main Rd.&Youngs Ave.) -v.L, ° ';; : ,T Telephone: 631-765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: August 22, 2022 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name $ Type Tax Map # Amount Check Date/No. 7217 Main Road Storage Building 122-6-35.7 $2,075.50 8/17/22 - #7365 Site Plan Starlite Auto Bod 7365 is Starlite Auto Body 7255 ROUTE 25 MATTITUCK,NEW YORK 11952 631-298-5933 O 50-666/214 DATE PAY TO THE ty, ORDER OF c i DOLLARS IJ �� OA Bank' Ole FOR 7,21:2 t sltOr � IVP i• I� II'00736S11' 1:02LL.066E7�: 060003730 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Terry Woodhull (7217 Main road LLC) being duly sworn, deposes and says that he resides at 1730 Country Club Dr. Cutchogue, NY, 11935 in the State of New York, and that he is the owner of property located at 7217 Main rd. Mattituck, NY , SCTM# 1000-122-6-35.7 , or that he is the of the J , (Title) L (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application;that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads;that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same;that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in str' cordance with the plan as approved by the Planning Board. Signed Owner Signed (Partner or Corporate'Officer and Title) Sworn to me this day of 30a a BARBARA H.TANDY Notwy Public,State Of Now York No. 01 TA6086001 Qualified M Suffolk County Commission Expires 01/13/20�3 Notary/Public LIURA L. K. McLean Associates P. C. ❖ 437 South Country Road Brookhaven New York,• 11719 (631)286-8668 • FAX(63.1)286-6314, ❖ 25 Newbridge Road Suite 212 Hicksville New York • 11801 https://www.lkma.coin RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED.AP KEITH J.MASSERIA,P.E. VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. Agent Authorization Form I,Terry Woodhull (Owner of 7217 Main road LLC), owner of the property identified as 7217 Main road, SCTM# 1000-122-6-35.7 in Mattituck, NY, 11952, horeby authorize Christopher F. Dwyer(Assosicate, L.K. McLean Associates, P.C.) to act as my agent and handle all necessary work involved with the 1 . subdivision/site plan application process for this property with the Southold Planning Board. Signature: ✓� Sworn before his Ir7 day of o ';- Notary Public BARBARA H.TANDY Notary Public,State Of New York No. 01TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 j TODAY'S CHALLENGES..I TOMORROW'S SOLUTIONS Shice 1950 0 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 inchiding Building Permits and other ministerial permits not located ivithin 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" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 122 - 6 - 35.7 PROJECT NAME 7217 Main Road Site Development The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board 0 Building Dept. ❑ Board of Trustees ❑ I. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital 1 ❑ 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: Application is for proposed commercial contracting storage facilities and a lot line modification At the above referenced property. Y , i Location of action: 7217 Main rd. Mattituck, NY, 11952 Site acreage: 1.847 Acres Present land use: Vacant Present zoning classification- B (General Business) 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name-of applicant: (b) Mailing address: (c) Telephone number: Area Code( ) (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by, a state or federal agency? Yes ❑ No'X] If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure-, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP'Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable Proposed work will make efficient use of infrastructure, providing commercial storage of contractors equipment, etc. Attach additional sheets if necessar)z 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 ❑ Yes X❑ No ❑ Not Applicable L No Historic or Archaeological resources in the surrounding area. 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 0 Not Applicable Project will not disturb any scenic resources in the Town of Southold. 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 IH—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Project is not in any flooding zone. 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 1:1 No 0 Not Applicable This Project will have zero impact on local water quality. 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 IH— Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑ No �j Not Applicable 4 Project will have no impact on the local ecosystem. Attach additional sheets if necessary i Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No X❑ Not Applicable Project will do no harm to air quality in the surrounding area. 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 0 Not Applicable This project will result in no hazardous substances or wastes. 4 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. ❑ Yes❑ No 0 Not Applicable This project will not provide any public access to any coastal waters, public lands, etc. Attach additional sheets if necessary WORKING COAST POLICIES ° 1 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 ❑ NoX❑ Not Applicable 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. ❑ Yes ❑ No X❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0 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 X❑ Not Applicable PREPARED BY. F l-4.•►.L,,/TITLE Agent DATE 8/16/22 Amended on 811105 Full Environmental Assessment Form Part I -Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. 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;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part 1 is accurate and complete. A.Project and Applicant/Sponsor Information. Name of Action or Project: 7217 Main Road Mattituck,Commercial Contracting Storage Buildings Project Location(describe,and attach a general location map): 7217 Main rd Mattituck,NY, 11952 Brief Description of Proposed Action(include purpose or need): The proposed action of this project is to make a lot line modification and construct 2 commercial contracting storage buildings resulting in 11,500 SF of gross floor area. Name of Applicant/Sponsor: Telephone:631-286-8668 Christopher F.Dwyer E-Mail: cdwyer@Ikma.com Address:437 South Country Road City/PO:Brookhaven State: NY Zip Code:11719 Project Contact(if not same as sponsor;give name and title/role): Telephone: E-Mail: Address: City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: Terry Woodhull E-Mail: Address: 1730 Country club dr. City/PO: Cutchogue State: NY Zip Code:11935 Page 1 of 13 FEAF 2019 T 1 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, ❑Yes®No or Village Board of Trustees b.City,Town or Village ❑Yes®No Planning Board or Commission c.City,Town or ❑Yes®No Village Zoning Board of Appeals d.Other local agencies ❑Yes®No e. County agencies ❑Yes®No f.Regional agencies ❑Yes®No g. State agencies ❑Yes®No h.Federal agencies ❑Yes®No i. Coastal Resources. i. Is the project site within a Coastal Area, or the waterfront area of a Designated Inland Waterway? ®Yes❑No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ®Yes❑No X. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ®Yes❑No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a:Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ❑Yes®No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes❑No would be located? b.Is the site of the proposed action within any local or regional special'planning district(for example: Greenway; ®Yes❑No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): NYS Heritage Areas:U North Shore Heritage Area c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ' ❑Yes®No or an adopted municipal farmland protection plan? If Yes, identify the plan(s): Page 2 of 13 i C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ❑YesONo If Yes;what is the zoning classification(s)including any applicable overlay district? b. Is the use permitted or allowed by a special or conditional use permit? ❑Yes®No c.Is a zoning change requested as part of the proposed action? ❑Yes®No If Yes, L What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located?Mattituck-Cutchogue UFSD b. What police or other public protection forces serve the project site? Southold Town PD c.Which fire protection and emergency medical services serve the project site? Mattituck Fire Dept. d.What parks serve the project site? N/A D.Project Details DA.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational; if mixed,include all components)? Commercial storage buildings b.a.Total acreage of the site of the proposed action? 1.847 acres b.Total acreage to be physically disturbed? 1.378 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.847 acres c. Is the proposed action an expansion of an existing project or use? ❑Yes®No L If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: d.Is the proposed action a subdivision,or does it include a subdivision? ®Yes❑No If Yes, L Purpose or type of subdivision?(e.g.,residential, industrial,commercial;if mixed,specify types) Commercial ii. Is a cluster/conservation layout proposed? ❑Yes®No iii.Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will the proposed action be constructed in multiple phases? ❑Yes®No i. If No,anticipated period of construction: 5 months H. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 f.Does the project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Family four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i.Total number of structures 2 ii. Dimensions(in feet)of largest proposed structure: 22' height; 48'width; and 144'length iii. Approximate extent of building space to be heated or cooled: 6,912' square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, L Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: ❑ Ground water❑Surface water streams ❑Other specify: iii. If other than water,identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,'mining,or dredging,during construction,operations,or both? ❑Yes®No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii. How much material(including rock,earth, sediments, etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged, and plans to use,manage or dispose of them. iv. Will there be onsite dewatering or processing of excavated materials? ❑Yes❑No If yes,describe. v. What is the total area to be dredged or excavated? acres vi. What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? ❑Yes❑No rt ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of, increase or decrease in size of, or encroachment ❑Yes®No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 fl. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities, alterations and additions in square feet or acres: iii.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes®NO If Yes,describe: iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ®Yes ONO If Yes: L Total anticipated water usage/demand per day: gallons/day ii. Will the proposed action obtain water from an existing public water supply? ®Yes❑No If Yes: • Name of district or service area: SCWA • Does the existing public water supply have capacity to serve the proposal? ®Yes❑No • Is the project site in the existing district? ®Yes❑No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? ❑Yes®No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes®No If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes®No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: V. If a public water supply will not be used,describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),what is the maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? ®Yes ONO If Yes: L Total anticipated liquid waste generation per day: 460.8 gallons/day ii. Nature of liquid wastes to be generated(e:g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): Sanitary Wastewater iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes®No If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 • Do existing sewer lines serve the project site? ❑Yes®No • Will a line extension within an existing district be necessary to serve the project? ❑Yes®No If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes®No If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? V. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): Proposed I/A OWTS to treat site sanitary. vi. Describe any plans or designs to capture,recycle or reuse liquid waste: Proposed i/n OWTS is proposed to treat all Ilquld sanitary waste on site e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No sources(i.e. ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e. sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or .314 acres(impervious surface) Square feet or 1.84 acres(parcel size) ii. Describe types of new point sources.impervious Asphalt areas,impervious roof iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? Catch Basins and leaching pools are proposed to handle an surface runoff. • If to surface waters, identify receiving water bodies or wetlands: N/A • Will stormwater runoff flow to adjacent properties? ❑Yes®No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ®Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions, including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes, identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) ii. Stationary sources during construction(e.g.,power generation, structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers, electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPS) Page 6 of 13 h. Will the proposed action generate or emit methane(including,but not limited to, sewage treatment plants, ❑Yes®No landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes®No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of to ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks): iii. Parking spaces: Existing Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? ❑Yes❑No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access, describe: vi. Are public/private transportation service(s)or facilities available within 1/2 mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k. Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑Yes®No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility, or other): iii. Will the proposed action require a new,or an upgrade,to an existing substation? ❑Yes❑No 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 7am-3pm • Monday-Friday: 7am-3pm • Saturday: • Saturday: • Sunday: • Sunday: • Holidays: • Holidays: Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑Yes®No operation,or both? If yes: i. Provide details including sources,time of day and duration: ii. Will the proposed action remove existing natural barriers that could act as a noise barrier.or screen? ❑Yes❑No Describe: n.Will the proposed action have outdoor lighting? ®Yes[]No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Proposed Light poles and building mounted light fixtures Fixture height ranges from 12-16 feet.See lighting plan for location ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes®No Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes®No If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes®No or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored H. Volume(s) per unit time (e.g.,month,year) iff. Generally, describe the proposed storage facilities: q. Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ®No insecticides)during construction or operation? If Yes: L Describe proposed treatment(s): ii. Will the proposed action use Integrated Pest Management Practices? ❑ Yes ❑No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes ®No of solid waste(excluding hazardous materials)? If Yes: L Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (unit of time) • Operation : tons per (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: • Operation: iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: • Operation: Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑ Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station, composting, landfill, or other disposal activities): ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour, if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑Yes®No waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? ❑Yes❑No If Yes:provide name and location of facility: If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.I.Land uses on and surrounding the project site a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ® Commercial ❑ Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious surfaces 0 Ac. .314 Ac. +.314 Ac. • Forested .85 Ac. .2 Ac. -.65 Ac. • Meadows,grasslands or brushlands(non- N/A N/A agricultural, including abandoned agricultural) • Agricultural N/A N/A (includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds, streams,rivers,etc.) N/A N/A • Wetlands(freshwater or tidal) N/A N/A • Non-vegetated(bare rock,earth or fill) N/A N/A • Other Describe: Page 9 of 13 J c. Is the project site presently used by members of the community for public recreation? ❑Yes❑✓ No i. If Yes: explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, L Identify Facilities: e.Does the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: iii. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: L Has the facility been formally closed? El Yes[:] No • If yes,cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: iii. Describe any development constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: L Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes®No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above, describe current status of site(s): Page 10 of 13 v. Is the project site subject to an institutional control limiting property uses? ❑Yes®No • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain: E.2. Natural Resources On or Near Project Site a. What is the average depth to bedrock on the project site? feet b.Are there bedrock outcroppings on the project site? ❑Yes®No If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: Fine Sand 100 % d.What is the average depth to the water table on the project site? Average: 25 feet e.Drainage status of project site soils:® Well Drained: 100%of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: ® 0-10%: 100 %of site ❑ 10-15%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yes®No If Yes,describe: h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑Yes®No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes®No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification • Lakes or Ponds: Name Classification • Wetlands: Name Approximate Size • Wetland No. (if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes®No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑Yes®No j.Is the project site in the I00-year Floodplain? ❑Yes bio k.Is the project site in the 500-year Floodplain? ❑Yes[Z]No 1. Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ®Yes❑No If Yes: i.Name of aquifer:Sole Source Aquifer Names:Nassau-Suffolk SSA Page I I of 13 in. Identify the predominant wildlife species that occupy or use the project site: N/A n.Does the project site contain a designated significant natural community? ❑Yes®110 If Yes: i. Describe the habitat/community(composition,function,and basis for designation): H. Source(s)of description or evaluation: iii. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑Yes®No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of ❑Yes®No special concern? If Yes: i. Species and listing: q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes®No If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑Yes[Z]No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands consisting of highly productive soils present? ❑Yes®No L If Yes: acreage(s)on project site? ii. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes®No Natural Landmark? If Yes: L Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ®Yes❑No If Yes: L CEA name: SGPA,Central Suffolk Pine Barrens ii. Basis for designation: Project Groundwater,Benefit to human health and Protect Drinking Water iii. Designating agency and date: Agency:Long Island Regional Planning,Agency:Suffolk County,Date 3-19-93,Date 2-10-88 Page 12 of 13 e.Does the project site contain, or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i. Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii. Name: iii. Brief description of attributes on which listing is based: f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project,site? ❑Yes❑No If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yes®No scenic or aesthetic resource? If Yes: L Identify resource: ii.Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): iii. Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild, Scenic and Recreational Rivers ❑Yes®No Program 6 NYCRR 666? If Yes: L Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Chirstopher F.Dwyer Date 8/16/22 Signature �. ` �r.�ti —Title Agent PRINT FORM Page 13 of 13 ' I EAF Mapper Summary Report Tuesday, August 16, 2022 11:36 AM Disclaimer: The EAF Mapper is a screening tool intended to assist - -- --- - - ._,_.._:.. — - --- _ _ -. eta - -'122:=2-25= "�-'�" ./_ project sponsors and reviewing agencies in preparing an environmental Y q-22-6-2$1 =... assessment form(EAF).Not all questions asked in the EAF are :. .. — - a ed by the EAF Mapper.Additional information on any EAF . ...: . .., �: .. •• - .f�f, ... -� hues d bhe consulting Although .. �' •: . :._;.;122;;b ':2T f er tion can be obtained nsu EAF Workbooks. Alt _�22fi-29: a EAF Mapper provides t most up-to-date digital data available o `- •1,2-z;47 ;@ DEC,you may also need to contact local or other data sources in order not d by'the Mapper.Digital data is not a to obtain data provided substitute for agency determinations. 122: l\ 122`6-29 2 - - 122 -6=29:1• _ v-�=-`- •-.---.�-.�-.-= •'_' }12:11'5 5:11 .. . _ .: r 4122';5-3 �' 2(� 2 5.35 , - �32 1 ra22=;7."3:21'1, �: :,':,,.,• :,. •:,_. , ' i'a`'..I-:9 ,.. ' Toronto r" 22 5:33 /� : 122c=6:35:9;1 `J �... :. .'. ... ws„'' f3t�tlo:o.Ruch3ytoi r:t 1 `�4 ;, 122:_7-'1~ _ 15 tl akrar x;122"_,6:3514' -: : IyA Z :f f; _: r:Baetcn a frtal l�- {Q �c .f.� �.�!-' , "�_'.: ""•". -f, ` =r.7�'IrCWId�'rICB �r - ' 125'-T1-9-1422;1'--f6-3 125.E 11 �., K' .z '` r x'_1.2` t1- ..Rv'nxls,;luoltl'"- i ,(r�etl k - ��125�.--1._19 6, �” - - 126 car .. � ' r�tiiF�,.:::rt- :•;• �,. .1" Y ="- - ._ _ a �Pitt�Eie�glry. Ph,lladeiphia '�`nin:uSGS, lrrteii 21I�I.0 tE�1T �U:_EbnE1,�]t�a 4 Efn Filn�r Fi'urlZj l Unr(i Esn- t,tENT_ f+JW;Can:tEsfiUapan.tv1d1;-_sn:China (Honk Konyii;Bit n _ 'rtlz't^'^ .' -� ,,,rte - �'^ Irl:, "... =r:,,-,:-:u,r.. s; 'y ..; _r_ _. ._� 'lssri.4"Glaiy�r� !�,�1C;(cj: i ' ti 18dr�ttjl�lrk6:.yi7clthzul3'. asiL� i]1' rnrh' Ff, r.Oja n'Stiz#I41aj�:cei�tri ��r �ltr�ieGlSUserErmmtuiihr -------- - - - - - - --- — - - - - - - B.i.i [Coastal or Waterfront Area] Yes ;B.i.ii [Local Waterfront Revitalization Area] ;Yes 'C.2.b. [Special Planning District] !Yes- Digital mapping data are not available for all Special Planning Districts Refer to EAF Workbook. C.2.b. [Special Planning District- Name] }NYS Heritage Areas:LI North Shore Heritage Area E.1.h [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Potential Contamination History] Workbook. E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Listed] Workbook. E.1.h.i [DEC Spills or Remediation Site - Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. E.1.h.iii [Within 2,000' of DEC Remediation No Site] E.2.g [Unique Geologic Features] 'No E.2.,h.i [Surface Water Features] i No E.2.h.ii [Surface Water Features] No ,E.2.h.iii [Surface Water Features] No E.2.h.v [Impaired Water Bodies] No E.2.i. [Floodway] No E.2J. [100 Year Floodplain] No. 'E.2.k. [500 Year Floodplain] No E.2.1. [Aquifers] Yes E.2.1. [Aquifer Names] ;Sole Source Aquifer Names:Nassau-Suffolk'SSA E.2.n. [Natural Communities] No E.2.o. [Endangered or Threatened Species] ;No Full Environmental Assessment Form - EAF Mapper Summary Report 1 :.1.p. LKare Plants or Animals !No E.3.a. [Agricultural District] I No E.3.c. [National Natural Landmark] lNo E.3.d [Critical Environmental Area]Y—�-_-_- Yes -.--_�-----`�---�_, •_-___-_.__._----_--_—._.__.__._...____.�._____________..._______; E.3.d [Critical Environmental Area- Name] 1SGPA, Central Suffolk Pine Barrens E.3.d.ii [Critical Environmental Area - Protect groundwater, Benefit to human health & protect drinking water — `Reason] E.3.d.iii [Critical Environmental Area– Date !Agency:Long Island Regional Planning, Agency:Suffolk County, Date:3-19-93, and Agency] _ _ 'Date:2-10-8_8 E.3.e. [National or State Register of Historic 1 Digital mapping data are not available or are incomplete. Refer to EAF Places or State Eligible Sites] Workbook. E.3.f. [Archeological Sites] No E.3.i. [Designated River Corridor] o Full Environmental Assessment Form - EAF Mapper Summary Report -2 Southold Planning Department Applicant 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 information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid-same. Your Name: Terry Woodhull (7217 Main road LLC) Last,First,middle initial unless you are applying in the name ofsomeone else or other entity, such as a company. Ifso, indicate the other person's or company's name. Nature of Application: .(Check all that apply) Subdivision or Re-subdivision Site Plan X Other(Please-name other activity) Do you personally(or through your company, 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 X If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town 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 applicant(when the applicant is a corporation); B.the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D.the actual applicant Description of Relationship: Submitted this da of l� 203. Signature Print Name T r oodhull (7217 Main road LLC) Disclosure Form MATTITUCK , NY 1 1952 APPLICANT INFORMATION : DRAWING DRAWING LIST DRAWING TITLE w , APPLICANT NAME:...... TERRY WOODHULL (7217 MAIN ROAD LLC) NUMBER � s _ T1 TITLE PAGE y i- 17 0 COUNTRY CLUB DR. ADDRESS:.................. 3 C R�� ��' { � � � � :�' � � � � � �fs� � �� � x 5 �*� � � Al FLOOR PLANS T CITY:........................... C U CHOUGE 3 �� A2 ELEVATIONS LE ATIONS s STATE:........................ NEW YORK Y: C1 EXISTING CONDITIONS PLAN ZIP CODE:................... 11935 n r f , EROSION & SEDIMENT Y3 C2 W�< R M i-� V { Y f 5 3D �. l � DEMOLITION 8c REMOVALS C3 r PLAN = fi , s+, , ,a 6'.0 ,:y._ "£'.;'o.. ,r„ = �.,y ., .. ..,: '.. ,,<,:... .'; ....' E� 3 '+R'36 R'•� SITE INFORMATION . C 4 �: PROPOSED OP OSED SIT PLAN N x :. E,� K_ d �x . 3, fi § 0 sz C5 GRADING & DRAINAGE PLAN TOWNSHIP........... SOUTH LD C 6 LIGHTING PLAN �- , , a a HAMLET................ LAUREL -� y� U . ,r 9 �.p , n R h C7 UTILITY PLAN FIRE DISTRICT..... MATTITUCK FD C8 PLANTING PLAN S.C.T.M. NO........... 1000-122.00-06.00-035.007 . x; C 9 IRRIGATION PLAN b t REA OF SITE...... 80 ( )466 S.F. 1 .847 AC „ ^, °r � �.,�. � : F; �^ � ��a SITE DETAILS n + .. d ... VACANT s� CURRENT USE..... PZ DETAILS c^b` fit, . ... . » PROPOSED SANITARY a. � , +a ;, . �,, ^ , , � �# .f" .� �� � � , e � ,��4 .„ , �" ARY PLAN PROPOSED STORAGE BUILDINGS �. " � .�e" ^� � y^ PROPOSED USE... " � � ?� � Vis, I A . -. DETAILS � F � 4�; S2 SANITARY rR� 4"b i sr. of A xi , - •^aa'.I �rr"'.' '- '. tti' `tet, � f S3 SANITARY DETAILS 2 R , Fs rN5 s%""' �� .dye� >+ � ,s.,✓,.' �'a..;'e, ^;.� - tic•' ��. M i.. ,a R m A f rz. , fet.. ., E�s .n ff,r ;� sr PROJECT r LOCATION PERmy ! TPLANS F ' R � q�d TE DEVELOPMENT F nu FDD\ Laurel l Stare [--kE-C Supply Plus E I V E® o FEB 2 3 2023 u �. UMMERC A L CONTRACT N & 0' Southold -Lown- - r�7 L planning Board USTO RAG E u DATE BY DESCRIPTION APPROV. BY 0 U U S T 2022 REVISIONS E " � 7217 MAIN ROAD p� MATTITUCK NY 11952 SITE DEVELOPMENT FOR COMMERCIAL E CONTRACTING & STORAGE 0 F NEW TITLE PAGE 00 S N o �° F L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 / 2 A RUAD o L 0 C A T I 0 N MAP THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ��, (N ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED Sheet NO. 0 397 N AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S G V� UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 1� 0 ,-' N.T.S. PROFEER, WHEREAL SUCH CR MUSTSIGN, ARE MADE, THESEALDATE AND A te.+/� Drawn B MF Date: AUGUST 2022 o DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE y. T 1 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 22064.000 1441 - 011 241 - 011 241 _ 011 241 . 011 241 . 011 241 . 011 241 . 011 00, i i I I I 0 00 Rest rest Rest Rest Rest Rest Rae Reom Room Room Room Room Office Office i Office Office Office Office I/ kq 0 1r=I L PreliminaryFloor Plan - North Building 961 . 011 24,11 - 011 241 . 011 241 . Off 241 - 011 i I I 0 0 Cn 0, C- 0 VED ooRest Rest �' -� Room Rest Rest � o Roan Room ROOM FEB 2 2023 i L--51ouci tho� -rawn 0 Planning Board p Office Office ii Office Office DATE BY DESCRIPTION APPROV. BY REVISIONS 7217 MAIN ROAD E I =L MATTITUCK NY 11952 SITE DEVELOPMENT FOR COMMERCIAL CONTRACTING & STORAGE o � FLOOR PLANS I N 00 Preliminary Floor Plan - South BuildingL. K. McLEAN ASSOCIATES P.C. N O s O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 _ Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF CFD Scale: THE EDUCTION LAW OF THE STATE OF NEW YORK PROHIBITS / /C7 p» 1_0» O AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL C) N ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THEAl PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022 Q DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 22064.000 ❑ ❑ ❑ ❑ ❑ P as as as oo as o0 Preliminary Front Elevation - North Building o 0 Preliminary Side Elevation - North Building �, ❑ ❑ ❑ ❑ C- o0 00 00 � as 0 In Preliminary Front Elevation South Building0 0 17 C - " C - - FEa 2 3 2023 U i Southold foWn r� Planning Board U DATE BY DESCRIPTION APPROV. BY U � REVISIONS 4-1 4-1 7217 MAIN ROAD E MATTITUCK NY 11952 SITE DEVELOPMENT FOR COMMERCIAL CONTRACTING & STORAGE 0 E Preliminary Side Elevation. - South Building111111111 TIT' . �E.® NEW N C- ELEVATIONS CN4 ' � 1 0 0 r- _L . K. McLEAN ASSOCIATES, P.C. O n y CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 77 t���` »_ > » Sheet No. O AND/OR THANY E FROM ALTERING ACCOMPANYING SPECIFICON THE ATIONS.ONS, UNLESS DRAWINGS s\ ��/ ; Designed By: MF/CFD Scale: 1 /8 —1 —0 (v UNDER THE DIRECTION OF A LICENSED PROFESSIONAL \ FE C U N ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE C Jam/ Drawn B MF Date: AUGUST 2022 A Q� / PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND - y: f� r DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE 2 SECTIONS7209 2TION (NYS E0. LAW Approved By: RGD File No. 22064.000 Y LAN ISLAND RAILRDAD - 307.23 :DDD TOPOGRAPHIC- - GRAPHIC SURVEY 3364 28.97 OF _ �.. 33.37 r 3 2 31.51 319 \ 1 ' �- DESCRIBED PROPERTY 23'18' E N 33♦2310 WOODED x r _ _ \ 3t.D6 DEBRIS v SITUATED AT 50,41'3 EA SEMEN \ x 3DaP / 31.95 - MATTITUCK _ EDGE OF WOODS \ \ x31.63 x30.61 N / CHAIN LINK FENCE _ 1 �-� 2794 27,95 � ` / / W TV 421 �1 T 6 "x MASONRY 27 \�'9 \ \ x41 �2 I I N MON, TOWN OF SOUTHOLD 3 3 34.06 .� I / J x u n \ MATERIA \ \x \ \ ✓ x 29.32/ I I 2900 (/ 1 _ SUFFOLK COUNTY, NEW YORK x 28,09 \ /FENCE ¢ �3 3x21 '---- _-� x29.36 \2B,oa '^ X END Y _ .4 034.68 ,�^I ✓ p9.84� '•J �•'� 29.59 0.2'E _ w°« x29.57 / %28,, %2780 \ FENCE AREA OF PARCEL = 80,466± SQ.FT. OR 1 .847± ACRE 32 30.31 /� / / CORNER x2A27 \ \ 30.46 •16 0.07 9,9} 2978 C1 N _/ / 2.6E 2995 X30.07 29.98 30.0+ TV A95 x 9 /- 28A4 \ / CORNER 2998 30.02 30.12 TV 31.82 � .29.,9 \x I 28.68 28.31 \ �- \\ r / 08 - 13'V TV 3211 � / � �29%,+8 -%�. �x 28.74 29.32x ..J//. 928 \ x2B.6e MASONRY MATERIAL x 28.86 28.09 / 1 x29.35 - .x \ 2L70 \ 2Z75 / e9_58DEBRIS/PALLETS %28.62` 27.68 x 2735 ' ci _\ x 2749 2 27.98 �l --�-�, NOTES 51 29.46 x x 28.95 28, x 28.26 \ �_ 29.12 29.34 it--' _- %2929 Q W m / 8,35 P8.05 709 ' 2'35 I ( X� 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. / z ^ X28.65 x28,08 \ / \ / � \I I( � / / 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, 26.38 / X 27.81 / X O q MASONRY MATERIALS �K2871 X30 30Dt I II / 3 LONG ISLAND ZONE. 28.93% � � --29 "•3 ~� / x 28.20 28.05 %28.48 X 30.37 x 30.37` x l / r1 I V Z x / �/� Aq 2871 ` x2802 \ I I \ �x 26.53 29OO I 2a.7e . j x283+ / x N/F J. ELEVATIONS REFERENCE NA VD 1988 (GEOID 12A). / \ x 7.97 \ M ^ O q / 28'20 28.33 \\ I I �) J FENCER MATT MED L L C x 29. x 2888 0\ N V m ^. \ 2779 DEBRIS\ J Q\ x28.69 J I I \ \� _j kFENCE E A. J 4 28.39/ I xP8D2 I \ ��_ OREER `t UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED 2856 28.48 O x28.08 2790 \ i / F LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE 2851 _� %, s2• ._ %�'. A Q I ' MASONRY MATERIALS I _ / 725- 30.24 k NEW YORK STATE EDUCATION LAW. x 2859 vj ` MASONRY MATERIALS x1'93 _-��,_ _-� � X\ 28.51 �,--56 '-P8.6x 6 x28.75 \ x28.64 % ���/ �� 7.97 3P.¢7 x28,45 10' / - A, x39 \ 28.27 5• ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF --� Ui 1-4 ' 28.51 I /�/� k� THE LAND SURVEYOR'S "EMBOSSED"OR 'INKED"SEAL SHALL BE CONSIDERED TO BE DEBRIS/� 30.02 �• %28.,2 dD32.,, 29.1D ep 21., P796 \ x26.26 3 / VALID TRUE COPIES. x x x--29PALLETS/DEBRIS 28.0230/ eh P7.75 X28,46 \ 28.10 x�x29.33 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN � 2652 X . 29 2 Z 279a x76.12 EDGE OF WOODS 2a•39 28.24 28.60 x2787 X27.64 / -'' x 29P�- - � 20, / / ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS x28.21 228 / \_ � 6 �23j\ 30� / x ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND \ 33.1 - \ I SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM 26.16 28'2' r__ /� -32- 24• / THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, j• 6' u t� / I6' 6' / k GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE x ' ', �6 B' / '/ / 30,51 ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 2766 6 MASONRY 12' �l�, PIKE 6• TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. \ I .MATERIA 6' -� 6' L 16' 12' 0 30.05 f 1 9'X TWIN j 16' 10' 6. 10' L 9.`\L/ 10, 12' B _ So ,2 1' 26.9 622" 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. . x ,6' �6'CHAIN LINK FENCE i•�6' 8' 6' i _ -'-'5 d& I j 28.05 2862 8 x 28 i 2 L I8' L 6' C 6 j,/ B' .6.B �11 J� "5� I I '"_ 8. THE SURVEY CLOSES MATHEMATICALLY. J ' 28.45 -- -_� x 14' 16' 6" , M � 36 36,60 �I I 8' 9, �P�56 "� 3 36 TOP OF_PILf I 6" \ D�799 j' j' x� -- x x 30' 10' 3555 31.6 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT X28.62 j' 69 2367 - - x , 35.14 35.03 6' LOCATED ON THE GROUND AND/OR RECORD PLANS. BEFORE ANY EXCAVATION IS TO x 2B 02 26.7 x ��� %2786 T 6' _ � �_ ----._- _--- x�� 12' , �\ -�� / 26.87 �.. _ 2693 x \ BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, x2784 B' 1 I ' -�_� 2S� \ 26.03\ �:30� z J / EDGE OF -_ 24� \ \�54 6" �'��' SIZE AND TYPE BY THE RESPECTIVE UTILITY CAMPAN/ES. GRAV 1'x �- ( /10' 2786 27.57 . .24' x 2 U EL \ \ �_ /%►., 26.43 14• 26.0 0 OF PILE 26.44 6' /N 6• B,B j I o / 6' CLUSTER 26,,9 / 20 x �(� 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT. SUBJECT TO 10, I t o � ° \ ' \ 2�i I �) ANY EASEMENTS, CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY I I o o / GRAVEL / REVEAL. J I ' 6' 6,. / 6" 6 14' 8' k J \ �12' 8• 12 - x --4ao B0" / / ]0'\vv�•••''' 6� TWIN a/ 14'/6' 9 7' .9, 8' I 16 _ 20' � 2 I I l4, 9 •IR', / / / o, 8, a' 8' 818 xb SUFFOLK COUNTY REAL PROPERTY TAX MAP NO.: 0' 12' 2351 1 ♦ ♦ I 22.51 l N�7L 6' PIPE 0.6'W /_� DISTRICT 1000 x2544 / S 0 40 48 W `V-' i s7 6• X X2P.,2 245,01 6' 4 SECTION 122.00 \�Ic 26 46 j' I 22.75 18' I --27 ' 6'CHAIN LINK FENCE 14" BLOCK 06.00 23.93 LOT 035.007 N6, 8' P4.63� 25.21\ I 8' 2+.+2 x POST \ ^` ' - � MON• MON BRICK \/ POST X 24.08 (� . j-;-�24�_ A W � I Z � 4'FjDCKADE (n Q ENCE c o I W W N c N/F l l X U) 'X2331 I O TERRY AND LAURA N/F 00 O 23.66 .� � O W17ODHULL 7355 MAIN ROAD CORP, � 0ON � ON r _j ti Q 4_1 � ¢ - ^ o � W w % W tiN/F l / 23,59 Q li X2304 / I MATT MED LLC, cn Z.Q W / / CHARLES V AND GARY J 3 Lj_ Q � \ '� 3 SAL_ICE 3 � 11 I 2 0, 4_1 �- \ y � x 4 I� -+-� �23.04.1 I � / / \\ C \ Z' / o �9 \\��O X23.15 FEB � � 2oZ o ,I, j o 2276 " BROKEN PAVED I j J2279 SIDEWALK I W STARLITE `a _ .,= ur0 BODY Plana pg Board % x23.04 23.X0 P2.71� 1 y _ . X \\- 196,73' MON. _ ----------------- -- ----- - ------- - - - - - - - - - - CONCRETLKW - _CONCRETE SIDEWALK LEGEND_ S 40°40'48' V ® E -___-0- # 3 EDGE OF PAVEMENT x2271 x22.76 22.78% 70.00' EASEMElVL23-- - 0 DECIDUOUS TREE DATE BY DESCRIPTION APPROV. BY 2297 x23.30 x2330 - CONIFEROUS TREE -xP306 %23.25 REVISIONS 4- (VAR. WIDTH)) O UTILITY POLE MAIN RDAD S-R, 25 E X2340 x2352 x23.63 xP367 x23.65 0E ELECTRIC MANHOLE 217 MAIN ROAD 0 FLAGPOLE MATTITUCK NY 11952 Da WATER VAL VE SITE DEVELOPMENT FOR COMMERCIAL x 2339 �X23.11 x2327 x23+2 x2343 ° - FIRE HYDRANT CONTRACTING & STORAGE (- •- EDGE OF PAVEMENT \ � C) GROUND LIGHT E X 2313 X 2322 X23,01 I TRAFFIC CONTROL BCX ,oF Ilk. E r yo EXISTING CONDITIONS PLAN X2s,s2 SPOT EL c� �` FF I N f" I N (\ d TW TDP WALL �0�' <e% CN o a SITE PLAN �� SIGN DOUBLE POST 4 _ W L. K. McLEAN ASSOCIATES, P.C. 0 H -W- UNDERGROUND WATER CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Z SCALE: 1 "=30' rq T -E- UNDERGROUND ELECTRIC THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. co /V 0 30 60 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS \ p77 Designed By: M F/CFD Scale: AS NOTED -� UNDERGROUND GAS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS TT'S N Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL c U ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE O J \O Drawn B M F Date: 1 N N EASEMENT AREA PROFESSIONAL ENGINEER MUST SIGN, SEAT. DATE AND _� y: AUGUST 2022 I / 4...� DESCRIBE THE FULL DaENT OF THE ALTERATION ON THE �J DRAWING AND/OR ISECTIONSPZ�2TON (NYS ED. LAW Approved By: RGD File No. 22064.000 NSF AUTHORITY I ' t NOTES: IMPACT ON NOISE ODOR & LIGHT: WATER Tom' r. §�< I 1 . SUFFOLK COUNTY STATION ( " ' t 'I �I t w - - 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO MONITORING BY A QUALIFIED 1• Prior to start of any construction activity, notify PUMP xF x _ � r{ F,2 j;: ` � t I # )' EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED the Town of Southold Planning & Engineering 1.'I I; t l i TO THE AGENCY FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS. Departments a minimum of 2 business days in � �; �°• I , 1 i,�, �-�-� 3072 advance; An inspection is required of the installed ISLAND RAILRDAD '-�' � } 4'-" �I s i / 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES turtle barrier fencing aka erosion control LANG !�=%�s �. DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE CONSTRUCTION. 9 \ W prevention/silt fencing) by Town Engineers office 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT and Planning staff prior t0 clearing. tU PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE E VOODED __32 e1 CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. 3. Construction activities shall only occur from • 3'18 / CO �p COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. 7:00a.m. to 6:00p.m. on weekdays and Saturdays; N 33°x3'18" E N 33 2 DEBRIS �"� 4. No construction activities are permitted on 50,41' EASEMENT 3� N 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY - WooDS 3 to THE ENGINEER. Sundays, year-round, or the following holidays: �;i, EDGE OF New Year's Da CHAIN y 6' LINK F -,' __' (� -- 1 / v1 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE DOWN-SLOPE LIMIT OF ALL ' Y CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS AND ONTO ADJACENT PROPERTIES OR ROADWAYS; Memorial Day J l 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO CR 48. THE CONSTRUCTION Independence Day (July4th) ` SF SLAB \3� 3� ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; Labor Da i ca i u � STORY, 6,912 U - - I 0�1- GE BUILDING o y - _ 34 _ g0, �• pROp GRADE STORA l 9 \ ^� 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC ROADWAYS. Thanksgiving ON F.F•=2g•50/ / 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE EXPOSED; Christmas Day 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND OTHER MEASURES AS APPROVED BY _- / _ • /' ATERIAL 28 --- THE PLANNING BOARD AND THE TOWN ENGINEER; �- MASONRY M I V 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; ti DEBRIS/PALLETS Cd 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. PAVED AREAS AND �p� I DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE ANY SILT AND DEBRIS; R5 28 I -�� 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. c; 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES Ul Ctl MASONRY MATERIALS 14. SPILL REMEDIATION SUPPLIES E.G., ABSORBENT PADS WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED SMALL SPILLS THAT MAY OCCUR. 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE CONTAINMENT OF ANY POTENTIAL •:rx .b. 29 I \ I 2� LUBRICANT OR FUEL SPILLS. FTI J C 28, DEBRIS r__-( 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED UPON THE REQUIREMENTS OF 3 a� �~ NYSDEC AND SPILL RESPONSE CONTRACTOR. • r 31 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND HANDLING, ETC. SHOULD BE MASONRY MATERIALS y PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS SHALL BE ENACTED. '. . ' • '.• . .�3' 3MASONRY MATERIA -�'- I'l Z DEBRIS / ( _ 2a 29 PALLETS/DEBRIS ( C ` co .: _- ON I "' o m\ --2$ SLAB F �L9.50 / o _ 1LD ti R7 50' MIN. ` ^ ♦ BUT avcrT�xr TD xEEr BU S `✓' J 0 FLOW r \ �B'-0"MAX.C.M C. l�IHIT ON WIE ry-ryMAY DAL ANDAIR SLT FENCING MAS .Y.C. ;. _ o� ✓ E f' I -/ y )� ii� y' y xLL "v?�� ,r,"r"�.:r. y,r.•a; r. r- �t C WOODED Pr P\ MA ALS /,,. J � � I it til � N � Y'f ,i/ MIN � +T•.'�f: ��`� -'S•, +••k? \/ O 6 4" VERTICAL \ � I •'i�r1a'••' 'k,.tiJ'i I..y .r f.A1 yv-;MV.�.:l<a;�N'- I�: �7 /'E ( i n� 1Q SLOPE �i 6 3k~� `r.,�.o r. '>3 y;y c•y`a ti , fTt 9' r FACE O f'Cv11N LlhE, FENCE�' � `€ T ti�r' '.u:�'s .+.. , ,..-•. -- 5BEDDINGm• k....-.. � t"' � VPERSPECTIVE VIEW � .r `.�2• ,,..?`�'*�` ty •+' •e -+�-`�.•�ti � .:-��-f�'•�: mA�.YI4��: w-�- ti •�'�.'.�;::;�' N � • 1 � I A.VFF��r ..S•1 1+'i J'.•Ll.,� .r�'• S^. L.Ih!Y 9' CIDi - -- --- - -- - P""^- TOP DF PF� ti3. 'i,-Ii: �".1rY'�Ii�4J C§,", :fi..•<,*ti�'r+ g / I 1 I � • N Z -- ;\ - �s t.,r'1 / ANGLE FIRST STAKE TOWARD G� �� ::, C\ �_- - _ PREVIOUSLY LAID BALE, yG� r 36" MINIMUM 2 x 2 O -_ - %(� FENCE POST - TON aPC`W O "L. ! ---- 27 �i�C.`^ G i� s/0 SMW"e ar ao r.m�o.W. Waw ACU D m --- _, -25 26` �_ -� j rG R1 TDIB'oa)ADI EWING WADE PGR AGE, -� J' �/ FLOW fTl O E f(''''• ', �t kLGE GiAU 24 �� �1 -� +� �- . nfL` WOVEN WIRE FENCE F0'� I £7 e r -- -�PILEL'C� ^ (6 z 6 - 10110 WWF) -D 70E }<' ( Z C � I b 1y j e(L CG L:^ �� •--- FILTER CLOTH PLAN VIEW • f" �i i 'n �t G S�OPf z \< ,. _ '^ GRAVEL (� `� ` �•!,` C7 I ti ^7 ! EMBED FILTER CLOTH DF R 0 A D D.tl` ry PLACED ON CONTOUR MIN. 6" INTO GROUND - , ' ✓ ��� Z CONSIM iaN DnRANM-FauNnATww OF aarACIM 2 RE-BARS: STEEL PICKETS OR -� �o RAY DAL NO/OR 3/r Sf01E BIRO GR M.Y.STATE 110.7.APR MM FI 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: ar rERalo RLL TMW Nh)AEON ocslNo GRADE`WI CRAUAaE 8 DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA S 40.40'48' W >, 245,01' ti,� ,,w L` ✓tea - ;. CROSS SECTION ' r HAY BALES. 1/2 ACRE / 100 LINEAR FEET SECTION ANCHORING DETAIL � a y•• 1`. - __ 6'CHAIN LPNk Fi.rV1_"C � 3l p -� •�, 2 •, 0 STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS SCALE.NTS O6 --: I / / SCALE NTS SCALE.NTS -r+ BRICK _I � � PAST ,• - - o BF':CK �s U POST G -- C ,' . 41 ' '�4 •,OE KALE . (n N F 2' o TERRY AND LAURA WOODHULL / / CS DEVELOPED N/F 7355 MAIN ROAD CORP. o �'. . �; ;• • ' ti PUBLIC WATER DEVELOPED �. PUBLIC WATER 0 r :�; N/F o r. :. ' . ' MATT MED LLC, CHARLES VALACND GARY J / . . . - / 0, 3 ;';' '. '. / / DEVELOPED PUBLIC WATER i .�• ti a _: ON z GI ti C) z� �' �� � o �` ,. �o '� ' ' I FED 2 � 2U23 ',. '.' / / / 9�� y,�0_ - - -- Q ROKEN AV •• .••'.•. ?�� STARLITE 3 N SIDE 1. XTAR r R r Ctrt'r)O d i own _ , ' •:•:�•. ' LEGEND: Planning Board ----------------- --- - - - - 196,73' CON•CRET"t_ --______ -- �LZINCRETE SIDEWALK ^m M - "- ---- PROPERTY LINE S 40°40'48" W E"�.) �^ -G G G G G - 1 1 .0 -- -- EXISTING CONTOUR DATE BY DESCRIPTION APPROV. BY U PROPOSED CONSTRUCTIRM` PA`s" 70,00' EASEMENT_ -4 D 4- ENTRANCE W/ GATE -- - '_ _ PROPOSED SILT FENCE REVISIONS MAIN RAW SR, 25 (VAP- ��) a -o PROPOSED CONSTRUCTION FENCE 7217 MAIN ROAD EXISTING TREE MATTITUCK NY 11952 `'- SITE DEVELOPMENT FOR COMMERCIAL EDGE OrPAVENENr c� � UTILITY LIGHT POLE CONTRACTING & STORAGE � o -0 UTILITY POLE EROSION & SEDIMENT CONTROL � � o�--•, LIGHT POLE �--OF -- I "' WELL ��� A. o PLAN N cl SIGN `0 0 'p CN o � SITE PLAN � POST * L. K. McLEAN ASSOCIATES P.C. �--5 CONIFEROUS TREE r CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 _ Z SCALE: 1 "=30' "'` 1- W DECIDUOUS TREE THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. ANY PERSON FROM ALTERING v y MF/CFD Scale: AS NOTED AND/ORO 0 30 60 /OR THE ACCOMPANYING SPECIFICATIONS. UNLESS TIT'S 7 Designed B N n Feet UNDER THE DIRECTION OF A LICENSED TONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE V PROFESSIONAL ENGINEER MUST SIEPART,O C) S Drawn By: MF Date: AUGUST 2022 C Q 1.a DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE �•7 C2 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 22064.000 NSF A ORITY _yrs 'a3 COUNT WATER UTH SUFFOLK P STATION ,. - j 307,23' DEMOLITION NOTES: ?°`.R{' I ISI { .f.�6 •c..t.='^'+"{r -s^". LANG ISLAND R ' i ¢ t - - 1. THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE DRAWINGS DESCRIBED IN THESE NOTES AND t °32 °39W REASONABLY INFERRED AS NECESSARY TO COMPLETE THE SCOPE OF WORK. \ • 32 - 32 x 1 07 ( V CU 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO VERIFY ACTUAL CONDITIONS AND FULL N 33.2318 E 31 °$ z SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED PRIOR TO BID. N 33°23'18 E - _ DE 30 41' EASEMENT X 1.07 3� - N 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE AND ADEQUATE PROTECTION FROM Cn 50, -- 2.51 2.27 / £ TD or WOODS 29 3 X-1 6 X-D .7 DEMOLITION WORK. y,CMAZN LINK r£Nek' ,-.• .--__._, .\:o 29 ---- - - - X�04 C 015 _0.30 29 'K'� ___ X-0.33 X 2.01 2 X-349 ' 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, PIPES, WIRING, CONDUIT, ETC. QUESTIONS XO 52 1.71 , X0,88 X0.s6 \30 /-2.51 REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE ENGINEER. X0.41 x0.00 -0.21 X� 2 C-1 61� -� 0 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING AREAS TO REMAIN. --34 �0M " x046 X0.31 Xd.59 9 x 1 2 X 2.2 / 8 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS BE LEFT CLEAN. z •:. ' 111 X°.56 X0.33 r . X 6.33 J \ 2a X0.39 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS APPROVALS ETC. FROM ALL -CI '� I X 0.01 - X 0.63 \ I X 0,35MASONRY MATE.23 X-0.37 2 33 + + o "' X0.49X 073 �� RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. HAVING JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED COPY OF SUCH X 7ie� i{.S/PALLETS X O.4 X 0.82 X10.01 X°.84 2B x 21 0) / (p TO THE ENGINEER. W . L XO.13 ' � !ti 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, POLLUTANTS AND OTHER DISTURBANCES •x-d,t ``�' g • ' X0.08 2 2) En• `L. .X .21 ' -X0.20 8 i X-0.94 ;' X 0.97 X 0.38 X 0.48 9. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES ADJACENT TO THE AREA OF OPERATION UNDER X0.22 29 0.33 " THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, n �'rA^ - - X003 28 - . X 1 51 _ -0,34•. •r(ACAS' MASONRY MATERIALS X-1.52 REPLACE R I � _29 °'b1 X-0.61 XO 04 �'87 jC1.15 2� X o 38 D, OR REPAIRED A NO EXTRA COST OF THE OWNER. X .89 g 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. a .y X' ,� :X' a C,. 28 �X 1.10 2 L \ / ` 3; y� X 0.96 0.62 cb� 28 DEBR\x-103 X0,20 1 ,i 11. PROTECT, REROUTE, ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED THROUGHOUT THE AREA OF WORK. 3 a�• X 0.73 2a CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE Z 0 1 � X 0 3Q"- E DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. VS X 0.50 . 00 37 28 t ALL REPAIRS NEED °'t 3 m , 09 X I X-3 12 / TO RESTORE DAMAGED SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO COST TO THE OWNER. '•:..'. .�ii� X-0.91 X-0. 1 soHRY MATERIALS <-143 h3 3 I X-0.01 J X0.02 12. ALL DEBRIS AND MATERIAL PILES ARE TO BE REMOVED. X,0,07'.0 MASaVRY MATERIALS X 0.30 X-0.22 1 • X-1,r,; • X�0 r 1 X 1L X-0.56 X-0 09 '- 0. °I 17) DEBRIS �I ~ X 0.50 X 0 2� / 1 X 0,63 Q) 35 r ' 29 X-0.58 / 4$ .'. '. '. 'X-' � --28 I ` _ 9 X 0.39 PALLETSXdIRj'3 / �' 31% ,' + --X-d 7 LLL���------ �X�J ,5 D 2 `30 �', X0.41 - - X1.02 X 0.75 X-07 r ��� z -- X0.53 ED FJ voo o r'7 r� SURVEY NOTES: -0,1'2 X 0. 9' �O X 9 �o 7N 00 X o.23' -- 2aX0.12 009 1 1 X O.66 o 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. X-0,115 X-0 49 /-Y`�Y`�1 �7 r g X-3.28 X-1.3 0_" 2, BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. r- - �� 1, -0.7 1 ��i �9 l � X 0.61 10 t jCf 6 X0.10 ! -o:oz X-025 _s , 3. ELEVATIONS REFERENCE NAVD 1988 (GEOIDI2A). \ MASO RY' x-1 y0 • ' Q g" X O.3U E w \ I MATEALS .. . X-1.00 �t t X✓nTrrD J ri 72 3 X � a �/� �� taE d`o2 Nr 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION r \/ X0.21'' /. =---1 z 720 I ti �.� /\ X0. 6 rr 3� 9, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. (A W X^ �' CHAIN LINK rENCE 1U.47 I ' W o Z ;. ``��- ,_X_p, ��� �J'58 5. ONLYCOPIESFROM THE ORIGINAL IOFTTHIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S "EMBOSSED" OR "INKED" SEAL M m z X-''86. �' � _� � 1 .. t. s°2 X • 01 -TnP OF Pry ! SHALLBE CONSIDERED TO BE VALID RUE COPIES. r- - - c^'o n c� ; I I ' n - _ -2a; 7 w '' -e 29 X1.1 f 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING COD - -25- + 2 E OF PRACTICE o D ; -o; ' �: ' I'! --- _ -26 g. FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS m M o x t err rRAVEt�3 �4 \ > 6 -9-080- J SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL -27 f -� 2, : '` - TE or PILEX2.16 ltij AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT c ,r? I i I I i� TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. X13.9' X 0.48 2� d Njb Z GRA VEL N X1.70 Xd.5 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. C7 I 0 �^� I -- a 8. THE SURVEY CLOSES MATHEMATICALLY. 0.2, ry :5 -µtv -400.- __- e.o t+' t �� rX {� 2 1 34 x0.10 S 40.40'48' W 245,01' 1, a CarAZN LINK r£NC•~ 7 s ? X -°• �' 6� 1 / / Cut/Fill Summary � BRICK - - _ POST ' ' Name Cut Factor Fill Factor 2d Area Cut © • ' Fill Net n BR ICK 1 S .43. _ EG vs. SG 1.000 1.000 86217.60 Sq. Ft. 2143.85 Cu. Yd. 572.02 Cu. Yd. 1571.82 Cu. Yd.<Cut> Cf) ' - • '•� Totals 86217.60 Sq. Ft. 2143.85 Cu. Yd. 572.02 Cu. Yd. 1571.82 Cu. Yd.<Cut> ' 2 =- 0 .1 .4, 4' FE O Xa:o'. N/F a� o TERRY AND LAURA WOODHULL N/F o DEVELOPED 7355 MAIN ROAD CORP. C- d'' _. . ' ", �% 04� PUBLIC WATER ,�. DEVELOPED PUBLIC WATER 0 0'.91, N/F MATT MED LLC, / ;• / / CHARLES V AND GARY J SALICECn / .'v � : .'j� ..; I . 3 PDBLCLOPWADR ,y 1� X j9.48. , :0 . 27 F- <�.. :": : 0 02:f Z / / / � FES S 3 2023 N o�llhaci OVvr'I •BROk qty •, W2> STAPLFrE Planning Board r., Aura Deer 9 �+�•��L 196,73" • CONC-RE"F W W W �""'Iv•'" w_-- CRETE SIDEWALK G`V L7./N ---- PROPERTY LINE j S 40°40'48' W _ G G G - 10 SUBGRADE CONTOUR DATE BY DESCRIPTION APPROV. BY EDEE OF PAVEMENT 70,00' EASEMENT_ 23 ---_- „ - - - - 1 1 .0 EXISTING (-4 ) CONTOUR REVISIONS MAIN RL1AD S.R. 25 Naa. ��� - PROPOSED GRADING LIMITS 7217 MAIN ROAD E X -0.46 DEPTH OF EXCAVATION X 0.46 DEPTH OF FILL MATTITUCK NY 11952 { SITE DEVELOPMENT FOR COMMERCIAL EMENT EDGE a'PAV - EXISTING TREE TO BE REMOVED CONTRACTING & STORAGE O -, UTILITY LIGHT POLE /V E r I � UTILITY POLE c�,�� a r DEMOLITION & REMOVALS PLAN N d 0 LIGHT POLE � FFA No WELL � ` �W L. K. McLEAN ASSOCIATES, P.C. H c SIGN n = CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Z SCALE: 1 =30 r POST C9 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBTS l 7 9 �� Sheet No. T � ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS w� Designed By: MF/CFD Scale: AS NOTED IV ° 30 60 _ - CONIFEROUS TREE AND/OR THE ACCOMPANYING SPECIFlCATIONS, UNLESS ITS Y N Feet �` UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ,` U ENGINEER, WHERE SUCH ALTTRKIIONS ARE MADE, THE O N DECIDUOUS TREE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022 4.. DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE �•! DRAWING AND/OR SECTIONS7209 SPECIFICATION (NYS ED. LAW Approved By: RGD File No. 22064.000 NSF AUTHORITY SUFFOLK COUNP S ATION k} =.x;= 4E:j k` � i j ;'i0` `I Pu 7,2 D 30/ NG ISLAND RAI RDA , LEGEND: L[7 � — ' � a J w SITE DATA TABLE PROPOSED ASPHALT PAVEMENT 1. SUFFOLK COUNTY TAX NUMBER(S) 1000-122-06-35.7 33°2 `1 E N 33'2318 E :, ' ' ' a 25'STBK _ �"„l. a =' 1 � `O 2. ZONING CLASS „ „ N — — , :� N M B GENERAL BUSINESS a, l' RSEMENT X25:0' , , -' , ,, PROPOSED BUILDING 3. AREA OF SITE 1 .84 ACRES (-80,150 SF) 6'CyAIN LINK FENCE ;. ;. . ' "LJ �•1��„ .7 J 3 _ x ,. :, k -4 =� W y 4. INTENDED USE OF PROPERTY COMMERCIAL CONTRACTING & STORAGE FACILITY 75. ' � ' W " W PROPOSED TOPSOIL & SEED 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S. NAD83 HORIZONTAL & NAVD88 VERTICAL 9 SLAB STORY, 6,91 GILDING 7. DEPTH TO GROUNDWATER ?? +/— m L6 �' I PROPOSED E STORAGE B ' /� PROPOSED CONCRETE SIDEWALK ZONING COMPLIANCE TABLE (B — GENERAL BUSINESS ZONE) r :;: N! a � ON GRAD(F.F._29.50) , : b ' ALLOWED (REQUIRED) PROPOSED = PROPOSED STONE PAVEMENT MINIMUM LOT SIZE 30 °° ,000 SF —80,150 SF (1.84 ACRES) •' '. ' ••tea• '• '. '. ' � ••:!•, ., � � � '1 c~n X44.0 p ,, � z.'. .'. 3 I +� ti 3 , �� 77,2/ �, o 0► MINIMUM LOT WIDTH 150 FT 262 FT I.�, ; �` 4i — PROPERTY LINE — w 3 ' " MAXIMUM LOT COVERAGE 30% T>rj . • .� ,3 If / � cZ (-24,045 SF) 14.6% (11 ,700 SF) w. . . . . . �+ O O MINIMUM FRONT YARD SETBACK VARIABLE FT 75 FT '• • '• '.'.�.• • D OR p p � � y � � PROPOSED HANDICAP PARKING ( ) :, '. ': • �.'' ,, � � I � 2 IN TIO 9. � 2p 0, � � � ��' MINIMUM SIDE YARD 25' (50' TOTAL) 25' & 75.5' (100.5' TOTAL) . . ,, (NP) = PROPOSED SIGN MINIMUM REAR YARD 35 FT' 35.0 FT p O p p p p p p MAXIMUM BUILDING HEIGHT 35' HIGH (2 STORIES) 35' HIGH (2 STORIES •:. '. '. '. :. . �' 7 :J x PROPOSED DUMPSTER ENCLOSURE MINIMUM LANDSCAPED AREA 30% (-24,045 SF) 54% (43,552 ACRES) r R•30.0. '. '. _ � PROPOSED LIGHT POLE o O O O PARKING REQUIREMENT R30.o. �, 4:5 ® NUMBER OF PARKING STALLS 2 ' 2 COMMERCIAL CONTRACTING & STORAGE FACILITY BLDGS = 1 STALL 1,000 SF • • :.� ��;:� � � .1 ,� / _ (11.7) 12 STALLS r / PARKING PROVIDED 608 CD ZEPROPOSED TRANSFORMER ^ D 4 0 c� a POS1 STORY, 4'ORAGE F, � � � � f � n rn REGULAR STALLS = 11 STALLS =PROPOSED MRPZ, I FR SLAB ON GRADE Zg,50) / �, i a a 5 N A.D.A. HANDICAP STALLS - 1 STALLS 00 o BUILDING (F•F TOTAL - 12 STALLS rk o� O DECIDUOUS TREE CONIFEROUS TREE d 6.0 k UTILITY POLE PAVEMENT /SURFACE SCHEDULE I, PROPOSED ., :.L-► , - ., 7 p e r0 ELECTRIC PROPERTY LINEm-, �e FLAGPOLE MANHOLE MODIFICATION ,�`�ak k _4 � k I WATER VALVE SYMBOL SECTION DESCRIPTION REMARKS x / .k N ; : _ f, :a Q6'cNAtN c�NK rE;,E 29 25 j o SECTION/ DESCRIPTION S BK. - yl ' FIRE HYDRANT mom GROUND LIGHT 5�t/) Z p .' `�� ., ,a � � > � TRAFFIC CONTROL BOX 1l" TYPE 6 ASPHALT PAVEMENT D_u x r..... SPOT ELEVATION 2j" TYPE 3 ASPHALT PAVEMENT TOP WALL s" RCA CONC. WALK SIGN DOUBLE POST "� F,' "`' `} N — — — — — — 6" STABILIZED SOIL —I I — I— I—I UNDERGROUND WATER Z UNDERGROUND ELECTRIC O p,0F ,` y, . ;,; =k =k a - UNDERGROUND GAS . :, • �• � �:. , .'' v_ ��;� ���k ��, t-"�,.� �„ ,�' EASEMENT AREA HYDROSEED AS SPECIFIED • � ( � ,w" f � _''. 's ' _$"`�_;;,�., `! ,� �`�'' ` ON LANDSCAPING PLAN O• I — — — — — — — `—�t„ w w 4-(MIN.) DEPTH OF TOPSOIL o S 40'40'48' W f 245,01' I f � . � w v I —I—.,—• I -----I•I IOI—.L COMPACTED SUBGRADE GRASSED AREAS ti BRICK Pasr '. � , • '. ".� — — � � � � � � 6" DEPTH �" STONE BRICK � O O Przsr O p O STONE DRIVEWAY i — 6 Oz. NON-WOVEN FILTER FABRIC " 6" STABILIZED SOIL N/F / / BROOM FINISH, STEEL TROWEL EDGE o TERRY AND LAURA WOODHULL N/Fcn (UNLESS OTHERWISE NOTED) �. DEVELOPED 7355 MAIN ROAD CORP. . .;, PUBLIC WATER DEVELOPED a aD ro g PUBLIC WATER — — — —° — 4" (3500 PSI) CONCRETE CONC. WALK cn a. Q p .D _ I — I— I — I _ COMPACTED SUBGRADE PROPOSED MATT MED LLC, / n ENTRANCE SIGN / / CHARLES V AND GARY J (SEE DETAILS) SALICE / vvvvvvvvvvvvvvvvvv vvvvvvvvvv 4" DEPTH OF MULCH (n Z' / / DEVELOPEDCD " �i 3 PUBLIC WATER - EDGE PLANTING BED (4 MIN. P T I DEPTH) TO REMOVE ROOTS & VEGETATION MULCHED AREAS � COMPACTED SUBGRADE FEB 2, v 2023 p STARLITE > c . aura ROPY : outnoid Town 196,73' — — — — — — — — -� Planning Board cL7NCPE r 4 61LK__ __v N_ __ TMS C 3 cf4 Y�L rE mrVALK — — �y��,• 12/12/22 FP ADDED ENTRANCE SIGN CFD S 40°41'48' V `edti/ v tk# 3 DATE BY U EDu?"PIF PAVEMENT 70,00' EASEMENT DESCRIPTION APPROV. BY REVISIONS 4-1 MAIN RDAD S.R. 25 (VAR. V=V) E 7217 MAIN ROAD MATTITUCK NY 11952 0 SITE DEVELOPMENT FOR COMMERCIAL ' EDGE Cr PAVEMENT CONTRACTING & STORAGE O C7 ,`�Qf NEI �' r C-;, A. SrF ��� PROPOSED SITE PLAN O a SITE PLAN w L. K. McLEAN ASSOCIATES, P.C. O F--i t CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Z SCALE: 1"=30' THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS r 07 Sheet No. Designed B ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS `�� 9 y MF/CFD Scale; AS NOTED O 0 30 60 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS TT•S NFeet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL \ U ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE e N > PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022 4 0 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW 6 SECTION 7209-2). Approved By: RGD File No. 22064.000 N/WATER AUTHORITY , ; Il � : COUNTY TATION _ I; ; ° �, .j I.il ��� suFFO�K _ LEGEND: PUMP S _r ;? 0723, REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: (JAIL ,2 £(j } I };'� �tl s a^C ' 3 _ ` � ' ;: a '" -. . ,1 qa - PROPERTY LINE ISLAND RAILR ; , !" � _ / CB1 & CB2 _ CB1 & C82 LLING i 0) PROPOSED 100 LEACHING CATCH BASIN PERVIOUS (STONE) - 7,110 SF 718.05 CF REQUIRED =�MI -�„�. - - \ Ld / C=(7,110 X 0.5)= 3,555 (2) 10'0 x 6' DEEP LEACHING POOL = 68.42CFfVF X 12 = 821.04 3,555 X 2"/12" (RAINFALL)= 592.5 CF TOTAL DRAINAGE PROVIDED = 821.04 CF 32 �� 1 N D it "tPROPOSED 15 CPEP DRAINAGE PIPE ' E N 33.2318' 31 PERVIOUS (UNDEVELOPED) = 2,511 SF N 33°P3�1P" - 30 31 '• (I s PROPOSED SANITARY PIPE C=(2,511 X 0.3)= 753.3 CB3 & LPI 50,41` EASEMENT 0 o 753.3 X 2"/12" RAINFALL)= 125.55 CF 1,231 CF REQUIRED 29'-' 9- 29 W _ - _ . . • �2��( \ LP3 29 � PROPOSED 2 DOMESTIC WATER SERVICE TOTAL STORAGE REQUIRED - 718.05 CF (2) 10 � x 10 DEEP LEACHING POOL - 68 42CFa/VF X 20 1,368.4 e craArN' "` ' 28 -- _ �- (n -Fs- SUPPRESSION WATER SERVICE TOTAL DRAINAGE PROVIDED = 684 CF l PROPOSED 4 FIRE SUPPR 1 3 e PROPOSED U.G. ELECTRIC CB3 & LP1 CB4 & LP2 ^ �. IMPERVIOUS (ASPHALT) = 900 SF a - 912 SF, SLAB I / ti - - 712.83 CF REQUIRED �-' ` ` ', LP5 /�` SED 1 ST?TIORAGIE Y, 6, BUILDING �� P4 \ 28 0 PROPOSED LIGHT POLE C-(900 X 1)„ 900 . \�/ PROPO / 900 X 2 /12 (RAINFALL)= 150.0 CF (2) 10'R x 6' DEEP LEACHING POOL = 68 42CF/VFX 12 = 821 04 ON GRADE -29.50) / / PROPOSED TRANSFORMER PERVIOUS (STONE) = 10,290 SF TOTAL DRAINAGE PROVIDED = 821.04 CF -�- (F.F•- �-- . CO C=(10,290 X 0.5)= 5,145 LP3 & LEA 5,145 X 2"/12" (RAINFALL)= 857.5 CF 576 CF REQUIRED •oT 9 RIM ELEV- CB4 DECIDUOUS TREE %o =27 26 r (L PERVIOUS (GRASS) = 13,410 SF (2) 10'� x 5' DEEP LEACHING POOL = 68.42C�VF X 10 = 684 2 C= 13,410�� X 0.1 = 1,341 TOTAL DRAINAGE PROVIDED = 684.2 CF � .. •• ;. _�_E�--E---""E F � \ !< � �° CONIFEROUS TREE ( )- _ �, �' ' •• £: ; :• '. ^• • LP6(� _..----E � � i(� -t�- UTILITY POLE _1,341 X 2 f 12 RAINFALL- 223.50 CF TOTAL STORAGE REQUIRED = 1,231 CF LP5 & LP6 28 2� , b . ;• ;. �V _2g PROP. I '29 LP2 \ FLAGPOLE CB4 & LP2 (2) 10'0 x 5' DEEP LEACHING POOL = 68.42CFfVF X 10 = 684.2 SANITARY � �'� IMPERVIOUS ASPHALT = 1,260 SF TOTAL DRAINAGE PROVIDED = 684.2 CF c ---30- \ / a'1 WATER VALVE (ASPHALT) • ;: --E---_E SYSTEM r RIM ELN--' � FIRE HYDRANT C=(1,260 �X 1)�� 1,260 \ 1,260 X 2 12 (RAINFALL)= 210 CF LP7 E.= '• ;; m =27.go ��, ` a"'�i 28 AK GROUND LIGHT PERVIOUS (STONE) = 4,920 SF 384 , C=(4,920 X 0.5 - 2,460 (1) 10'0 x 6 DEEP LEACHING POOL - 68.42CF/VF X 6 = 410.52 is CB3 \ TRAFFIC CONTROL BOX ��)- zz, :': :'£� r / g PROP. �� I 28 _ k x,., � SPOT ELEVATION 2,460 X 2 /12 (RAINFALL)= 410 CF TOTAL DRAINAGE PROVIDED = 410.52 CF 2 PERVIOUS VEGETATED = 7,810 SF . \ DUMPSTER I f 2,9 y (VEGETATED)) LP8 ;tsRn. 3 ENCLOSURE �, _ 30 TOP WALL C=(7,810 X 0.1)- 781 384 e � - SIGN DOUBLE POST 781 X 2"/12" (RAINFALL)= 130.17 CF (1) 10'0 x 6' DEEP LEACHING POOL = 68.42CFfVFX 6 = 410.52 '� --.-; - -� \LP1 r, UNDERGROUND WATER TOTAL STORAGE REQUIRED = 750.17 CF TOTAL DRAINAGE PROVIDED = 410.52 CF 9 / � / r �£ E 29 ..........I. - UNDERGROUND ELECTRIC LP3 & LP4 CB5 - UNDERGROUND GAS IMPERVIOUS ROOF 30. _ . '. OR`(, 4,608 SF, �- LP7 w,� (ROOF) = 3,456 SF 83.33 = _ _ 2'9 - ED 1 ST RAGE \ / nT EASEMENT AREA C=(3,456 X 1)� 3,456 (1) 10'0 X 2' DEEP LEACHING POOL 68.42CF/VF X 2 136.84 ..:. ? - _28 PR SSB ON GRADE_1050) 3o I �v/ o 57\ 3.456 X 2 f 12 (RAINFALL)= 576 CF TOTAL DRAINAGE PROVIDED = 136.84 CF BUILDING (F•F' J X ° a 17 TOTAL STORAGE REQUIRED = 576 CF IMPERVIOUS (ROOF) = 3,456 SF rill rws 29 ter_C I / C=(3,456 X 1)= 3,456 I: `` I 29_ orf - ✓ % / ` 3,456 X 2"/12" (RAINFALL)= 576 CF 29 --! of \ TOTAL STORAGE REQUIRED = 576 CF Fri rrw_r \ / (-I - � LP7 V � ` 35 f I - - - VLP8 ! IMPERVIOUS (ROOF) = 2,304 SF c o z C=(2,304 X 1)= 2,304 c�M(n Z : £'`'. . ' ; S _ - -27 28 \ 36 / I f 2,304 X 2"/12" (RAINFALL)= 384 CF c� - 26 w - D o y I i I ' - -_ _ - -25- \ TOTAL STORAGE REQUIRED - 384 CF 24 �l moi : _:; �� . ecz � ic `_ tr .M LP8 .. ; I'li Uk �- -- ..• ; j=l� �ti IMPERVIOUS (ROOF) = 2,304 SF (n c£• Wt ^) N fv C=(2,304 X 1)= 2,304 CIV 2,304 X 2"f 12" (RAINFALL)= 384 CF GRAVri ti ! o CB5 TOTAL STORAGE REQUIRED = 384 CF . • � _ �. ... C-) _4 V r • - CB5 PERVIOUS (GRASS) = 5,000 SF _ _ _ _ _ _c• r C-(5,000 X 0.1)= 500 r>5. S 40040'48' W 245.01' is 500 X 2"/12" (RAINFALL)= 83.33 CF f TOTAL STORAGE REQUIRED = 83.33 CF 61 CHAIN L1W FrN�'C CP 311 - Basi .`"? 6 \. /RIM ELEV. - - BRICK =25.77 Pasr In ££ C N/F i o TERRY AND LAURA WOODHULL N/F DEVELOPED 7355 MAIN ROAD CORP. PUBLIC WATER DEVELOPED �. �• PUBLIC WATER 0 , . : N F 0 { MATT MED LLC, / p . . 1; ;: • / / CHARLES VAND GARY J SAILICE DEVELOPED N U PUBLIC WATER OuI E " :I ti CON -a-1 U 01 . • .�;.. o '. :' ::�: ,. : FEB 2 3 2023 v �� �`', C•;... 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A3 + +o.0 0.0 + +o.0 0 'J QQQ"' + f+o �'tao� o.o + +°.0 00 + .+ao rr, +0.0:. - i.i-. ' + ° +o.o +o.o o +' +ao +o.o +0.0 0.0 1 C� • ' Q3 :+ :•' •,t4'S' .t 7• +0.° +0.0 +°.0`,..f.: 40.0-"„' t' +o.o +o.° +o.° +0.0 +o.o o.° + +o �+' +a.o GROUT , ' 11� 07-� 0 + 0.0 x- D m ,1 . } ;+2s :'; ;+9': .0 -- _ -- - +o.o +o.o +0.0 0.0 + +N -7 M ao' 4a7;. . .420 . £r G,1v;._ +°,° o.o t +d0 +ao a (' +0.2; 0.9 .'. ' + #o a r o.o + +o.o +o.o +0.0 +o.o t'o� , (� d+ `�+ +o.o +0.o o.o r 3/4" X 17"L HOT DIPPED I I a C o'. ' C ' + o.o TI CAI + +0.4' . 06 0 4r j +00 +o.o ft b GALV. ANCHOR BOLTS W/ +0.0 + +0.0 +O.o 0.0 "L" BEND (TYP. OF 4) Z +0.2 40.6':' .4o.a :' 0 CP4VEL �o.0'r o.o + +0.0 +0.0 (�o.o d c, t +0.0 0.0 +0.0' 0.3 �- "� rF •1.0 r'+a0 0.0 r C"'� '� r^••.•..i•O.0 +0.0 +0.0 X0.0 +o.6'. _ 461.61` _- moo' + +oa (+0.oi /� YF + 4X4-W4.OxW4.0 4 � RE FABRIC t��' +Q0 0.0-` REINFORCING LD IDR EQUAL W i l (TYP) O +0.0'. ' 4.' 1 i I f {" 4 +00... - r4ro.o 0 '0. `° .0 PROPOSED 3,000 PSI . •+24'. .:.426•: 0 1 - - S 40'40'48' W - - =1.. o.� _'+�°'' 0•� ��`'>��,+� a0 � � }ao CONC. BASE d +i.2'. '. '.�e' +0.0 245, 1 + +a(0 C 0. 4 53 6'CHAIN LANK rt'WT7 awl •+0.0• .. . .41.2 .'. ',HA2 0.0 . .. ' . ' .+' t+. +a I I MQIE� d t +° +28 . '. ', 6 I EACH LIGHT POLE SHALL BE d . ', o.o / INSTALLED W/ PULL BOX 9RICx , © PAs; +°:0.;. �'i1.1 taa'O - - AT BASE. BRICK 0.0 as .:.:.+. '. '. . 41E:: : •a.a +aa TYPICAL �, ' a5 • . .;.2'. ' '.o, ' +aa FIXTURE & BASE DETAIL �. + t . +0.02 0.7': .' •0 0.o N.T.S. 0.0 0.. -.a4' •, +a7'' 't0'a• +0.0 + C + I' 0.2 �. .+0.7' N F C= ` + I + a5 :+ O +o.o TERRY AND LAURA WOODHULL / / 4a0 ;+',4:',: ;+0;9:$: g DEVELOPED 7355 MAIN ROAD CORP. -++•4, , ' +00 . ', -��0 PUBLIC WATER DEVELOPED +0.0 +oo 43.0: +ao PUBLIC WATER ti.e'. .4i.4 o. N�F att7,1 + +°'0 MATT MED LLC, / + 6I tat ..At +0.o CHARLES V AND GARY J / U) +o.o Q0,3-,I '•+i.e'. '. / / SALICE / �. + +0.5 +0.0 / / DEVELOPED C r. .", ? + 0 Ity� PUBLIC WATER . CIS rr! T}•' •+1.7 3 +' t0•0 V. 0.5 .``�. � + +0.0 5. � � a� X40.0 C �, J + . ' +Le'.' i`� . el• / ! +: maw . t� �.,..D +0.0 .3 . ' t ., +0.0 / .. -202 --- 42.0 9�'0 +a1 t0.7' '.+. .. '. '. ', FEB y 2 23 O w ° STAUL+YO - e�utliol1 foWii ax•pvk�:u E7P• &" ssr ', ' +4.z': :: B'd BADr °. +0.T• • •' .�'1 - - - - 196,73' Manning [3oard U CDWRET ao a 0 cTvcrzer sr�CVAcx - t°'' S + 40 449.o t0.' oo *3 DATE BY DESCRIPTION APPROV. BY EDGE A PAvcN� ° 70,00' �a SEMEN' 4 +0.0 REVISIONS o.of 4-� + +0.0 +o.o +1 +4-1 00 ao F- MAIN WAY S,R:a°25t°Nay+°•�r�� 7217 MAIN ROAD MATTITUCK NY 11952 SITE DEVELOPMENT FOR COMMERCIAL - CONTRACTING & STORAGE Fes£�-P�v� r E o ofyo� LIGHTING PLAN NN b t,�`? � A Sr a SITE PLAN �' L. K. McLEAN ASSOCIATES, P.C. LLJ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Z SCALE: 1 =30 V 0 0 30 60 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Desi ned B Sheet No. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS t- N AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS �w 9 y MF/CFD scale: AS NOTED U Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL (�I Q ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE ^ PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND ESS Drawn By: MF Date: AUGUST 2022 t(V' {J1 V DESCRIBE]THE AND/OR IN THE 3 ECIFlCATIOOF THE N ALTERATION ED.ON n SECTION 7209-2). Approved By: RGD File No. 22064.000 NSF 1��`a.- WATER AUTHORITY - � )t4-Ty COTION _ I SUFFOLKPUMP STA 307,23, ILROAD LCJNG IS 4. .- - - LEGEND: 1 - _ _ w E - - i PROPOSED BUILDING . E N 332318 25 K— —"► . MSG G. _ _ �.� (Y� 50.41' EASEMENT •O ---- PROPERTY LINE CHA,u LINK r'ENcE _ N x : --PE PROPOSED HANDICAP PARKING SLAB ; 6,912 SF+ STORAGE �"\ /� < PROPOSED SIGN ' ; '_ '. ' I PROP N GRADE TORY, gU1LDING 0 (F.F• 29 50) `r/ `° ���---•� PROPOSED LIGHT POLE ti y PROPOSED TRANSFORMER ru d ! I PROPOSED 100 LEACHING CATCH BASIN �. •. cn cel � ,� / \--/ D- 0 PROPOSED 8" HDPE DRAINAGE PIPE ��'_ ° ° OSETRFOROPOSE R Y DYZOIR / —*�— PROPOSED 2 DOMESTIC WATER SERVICE CTION SE I 'TANK I —� PROPOSED U.G. PRIMARY ELECTRIC ;• : PROPOSED 120 V / - E PROPOSED U.G. ELECTRIC \ DEDICATED UNDERGROUND SEE C�0 SOVER 3 • ; \0 / DETAIL ( ) ON ELECTRICAL SERVICE IN PROPOSED CONTROL PANEL ETAI CONDUIT TO HOT BOX �e OSED f ENCLOSURE ANITARY ALARM 1 PROPOSED BLDG. MOUNTED LIGHTS \ CONTROL PANEL t DECIDUOUS TREE E of N :, : , W ' • ; , : � � ; I ^\ CONIFEROUS TREE SED 1 STORY, 4' RAGE F' �,�� ' UTILITY POLE PROPOSED 'SCW : fA FRO D. PRO ED 2 PROPO ON GRADE STO /��/ o�\ ELECTRIC MANHOLE W ER: ET .IN A T. W TE MESTIC SLI gU1LDING (F•F•-29.50) ° a-0 o cp FLAGPOLE {E:.•: ;.' / I �r- f�c WATER VALVE / s FIRE HYDRANT ra £:�: : `- -- -.... GROUND LIGHT M, TRAFFIC CONTROL BOX Y23..``• SPOT ELEVATION L }ITOP WALLPROPOS D , • o SIGN DOUBLE POST 0 ro c� : . '.'` ; ; j 4 HRUST BLOC ,, ' ,� ,. ATER UNDERGROUND W EASEMENT AREA m OP PRO OS D FEBGO`` ��� `` ; F : Al�� SMO EL F825Y - 2" IZ DEVICE INSIDE - M OF " l BOX" HEATED • EN LURE OR /' L — — '` �v UTILITY NOTES: z AP F�0 ED EQUAL c rr_ y 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY \v/ j " Y WITH THE APPROPRIATE UTILITY COMPANY 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG :':' •�• '. • ,.r I of � `�� ��' �.: .,� � ?� � � �-� f t d d 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR C S 40.40'48' W ' 245,01' "� jl SEE LIGHTING PLAN FOR SITE LIGHTING b'Cif sIM L7Nk'FCh'WL" ' e / 5. WATER MAIN - SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN j TO METER VAULT) AND METER ON SITE. 6. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ S, RPZ ENCLOSURE AND I.. ' \ ALL WATER SERVICES ON SITE (FROM METER VAULT TO BUILDING) PC1S ', '• BRICK . '. 1 \0 - - - 7. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE BUILDING PUS TO THE CURB. .:. I 8. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 10. WATER SERVICE SIZING: 10.1. DOMESTIC SERVICE "- 2 'E o TERRY AND LAURA WOODHULL / N/F / ' .j; �. DEVELOPED 7355 MAIN ROAD CORP. _ � . ..,•`"t .£.£. �.� ti PUBLIC WATER DEVELOPED Rad" �. '. �p PUBLIC WATER N F MATT MED LLC, , j 'p• CHARLES V AND GARY J / 1 1 SALICE is 3 r•(� �t t',`£ : ;' / / DEVELOPED C- 3 PUBLIC WATER 0A I . F-- / Q i"� recrkEu "AVE • '. ' O \ ,� SrARLITE OLI 196,73' Planning Board t- oid row-n ,R�GCi'>`t. TE SIDEWALK S 40'40'48' W k 3 U SAGE iF PAVEMENT 70,00' EASEMENT ATE BY DESCRIPTION APPROV. BY 41 4-1 REVISIONS MAIN ROAD S-R, 25 (vow vm>D) 7217 MAIN ROAD E MATTITUCK NY 11952 SITE DEVELOPMENT FOR COMMERCIAL EDGE PA��r"T CONTRACTING & STORAGE � E pf NV✓ 0�.. UTILITY PLAN N d c`�o4,R o a SITE PLAN - L. K. McLEAN ASSOCIATES P.C. o ►—., :.� "=30' L+I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 SCALE: 1 1 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS � Designed B Sheet No. 0 30 60 AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS TI•S 397 tt� 9 y MF/CFD Sale: AS NOTED U N Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL> ENGINEER, WHERE SUCH �v /-� THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATTIONS ARE E AND Q ES�� Drawn By: MF Date: AUGUST 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE lV_ DRAWING AND/OR SECTIONS72 IFICA710N (NYS ED. LAW Approved By: RGD File No. 22064.000 TN(/WATER AUTHORITY xr .. �' ,,P- I I ti l COUN ,� ,;;€: I. £,� P L A N T M A T E R I A L L I S T UFFOLK p STATION . ; I I '4ii�s _ LEGEND: S pUM `� } SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES . �- ;`;;rt';� jli .t � r . . 307,23 ---- PROPERTY LINE RAILROAD : ; ` '!: ` - AgAB 3 AMELANCHIER AUTUMN BRILLANCE 2»-2.5" AS DECIDUOUS IS PROPOSED BUILDING L ANG � - - ���WWW I W GRANDIFLORA x AUTUMN SERVICEBERRY CAL. SHOWN SMALL TREE � BRILLANCE Cu FYI. E 323,18' E - v �� PROPOSED DUMPSTER ENCLOSURE GCcA 2 CERCIS CANADENSIS WHITEBUD REDBUD 2 -2.5" AS DECIDUOUS N 33 2 N 3 WN E EASEMCNT v v v a v v �' L M 'ALBA' CAL SMALL TREE 50.41 �" �' I� PROPOSED LIGHT POLE AIC 4 AMELANCHIER LAEVIS CUMULUS 2"-2.5" AS NARROW `11 ChP v " v v v & cs�Anv LTNK FSE u �' ,, v v 'CUMULUS' SERVICEBERRY CAL. SHOWN DECIDUOUS -_ PROPOSED TRANSFORMER TREE W �_PE ° lJ JV 11 JUNIPERUS VIRGINIANA - 8 -10 HT., AS 5 -8 u �. , g.cn : : ''``• •' 912 SF, SLAB U w DECIDUOUS TREE , � . ': 5 CcA v OSED 1 STORY, 6, g�ILDING 11 CONIFEROUS TREE 41 EASTERN RED CEDAR B&B SHOWN PROP STORAGE Y 9 RaLG rtb (NATIVE EVERGREEN �:o :•.` ,, ON GRADE 50) ' -O- UTILITY POLE HEDGE } ELECTRIC MANHOLE 1 AgAB ;- c---' FLAGPOLE 1313Am 18 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' 0.C. FRUITING 0 s Fxc s, 3 HxH y CONTAINER SHRUB -- / �ti i WATER VALVE (3G 1� HxH 6 HYPERICUM x HIDCOTE HIDCOTE ST. #3 3 0.C. FLOWERING 11 JV „ I` , FIRE HYDRANT JOHNSWORT CONTAINER LOW SHRUB w '• v 1 AIC v t Y) I ti GROUND LIGHT RaLG 1 5 RHUS AROMATICA GROW LOW SUMAC #3 3' 0.C. LOW SHRUB 1 AgAB `" 10 Am ( TRAFFIC CONTROL BOX GRO-LO CONTAINER b'. ;•;. AA s FAC r SPOT ELEVATION DrRW 13 DIERVILLA RIVULARIS LOW BUSH #3 3' 0.C. FLOWERING TOP WALL RU-BEE WREN HONEYSUCKLE CONTAINER SHRUB _-� 1 Al E .a N u � 0 ° o SIGN DOUBLE POST ChP 20 CEPHALOTAXUS YEWTOPIA (COMPACT #3 3' 0.C. COMPACT -r v x O HARRINGTONIA PLANIA JAPANESE PLUM YEW) CONTAINER EVERGREEN . UNDERGROUND WATER OR ALT. TAXUS X MEDIA . . b UNDERGROUND ELECTRIC OR ALT. HICKS YEW : ° 4 DEPTH TOPSOIL SEED MIX FOR UNDERGROUND GAS I �, w'.f 3 , / ] EASEMENT AREA NATIVE/NATURALIZED TURF AREAS ✓`K, 3 DEPTH MULCHED , ► . , (WHERE MOWING IS ANTICIPATED) SEE ;, -. 10 DrRW I` v THIS SHEET FOR SEED MIX SPEC. & I ., \ `X`•; %': PLANTING BEDS AS SPEC. 71 1 CcA I �e � r 5 VdB6 u EROSION CONTROL DETAILSCD RaLG TORY, 4,608 SF, �a, r- 1 1 Alc 7 PROPOSED 1 S ADE STORAGE �r 2 Q PLANTING NOTES: LAB ON GR __ g,50) 0�\ G6 o Q 1. PLANT : 9 ChP 8 Am I ��. S gUiLDING (F,F' 2 �' -moi O �QO Q MATERIAL SIZE & TYPE SHALL FOLLOW THE LATEST AMERICAN STANDARD FOR NURSERY STOCK (ANSI) AS j nt o r 0G6 Q PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 41 y I ., u _,►` Q O �Q 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN APPROVED UNDERGROUND SYSTEM. DRIP IRRIGATION y „ -- `"'�� '' - aQ� Q O SHALL BE USED AT ALL PLANTING BEDS AROUND BUILDINGS AND PARKING AREAS. I• : i `' 1 CcA `V `�' `� 3 HxH ` L_--- - '` t' TREE DUG AS PER 3. ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES AND SHALL BE A MIN. 5' SETBACK FROM RIGHT C:: =!f y a° v �� RECENT STANDARDS FOR Q 0 m 5 VdBB ,> ,� ,v �' of es- v / NURSERY STOCK AS V OF WAY. y 3 DrRW � PUBLISHED BY THE Da j_ C.AINLLP.''vrr,V1r ' , a' ft= AMERICAN NURSERY & 4. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, MATERIALS AND SURFACES NOT PLANTED. -I ;, v y qv� � LANDSCAPE ASSOCIATION a 5. AN ORGANIC MATTER SOIL AMENDMENT I.E. COMPOSTED LEAF MOLD WILL BE INCORPORATED INTO THE TOPSOIL c z ti AT A RATIO OF ONE PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO INCREASE ITS WATER-HOLDING Co x y a- r,1 �, µ a, r0 C� gf .v 44 WRAPPING AS SPEC. CAPACITY. D m Y _ ' `- _ ti TREE FLARE AT TRUNK 6. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED ON ALL PLANTED MATERIAL. rr \(� 3 MULCH AS SPEC. TO BE SLIGHTLY -- `� 7. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER AS SHOWN ON THE M HIGHER THAN APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE BE DESTROYED IT MUST BE REPLACED WITH THE 4" HIGH SAUCER (TYP.) SURROUNDING GRADE SAME SPECIES AND SIZE AS SHOWN ON THE APPROVED SITE PLAN WITHIN' 6 MONTHS. ANY CHANGE IN TREE OR N ` r t:: c ,. r 01 FINISHED GRADE w M GRAva � f LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY THE PLANNING BOARD. y I 8. ANY TREE NOT SHOWN WITH SHRUBS LOCATED AROUND THE BASE OF THE TREE SHALL BE PLANTED WITH A 5 , RADIUS MULCHING BED FROM THE CENTER OF THE TREE. PLANTING SOIL AS SPEC. NOTE: DIG 2'(MIN.) DEPTH 9. STREET TREE PLANTING ALONG FRONT RIGHT-OF-WAY (R.O.W.) SHALL FOLLOW THE TOWN OF SOUTHOLD S 40'40'48' W 245.01' ` ' TEST HOLE TO VERIFY LANDSCAPE CODE 161-44 A THRU K. AS DETAILED AND SPECIFIED. ///\//\j/\//\ WELL DRAINED ::.• : : �' 6'CHAIN LIW FEA E a ROOT BALL / SUBGRADE MATERIAL FERTILIZER/PEST MANAGEMENT NOTES: x 1. THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. / I X ROOT BALL WIDTH (MIN. 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE PROHIBITED. TAMPED POROUS BRICK y , :•;.;. .;. 1 _ - (WELLDRAINED) TYPICAL TREE PLANTING 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS (WETLANDS, STORM WATER CONTROLS, PONDING) IS P°� �` '. . ' '° PROHIBITED. P�Isr N.T.S. 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE NECESSARY BY SOIL TEST, AND ONLY ::. IN THE SMALLEST AMOUNT NECESSARY. 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT RATIO AND HIGH PERCENTAGE OF SHRUB- DUG AS PER N/F / / WATER-INSOLUBLE NITROGEN (WIN), 50 PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL RECENT STANDARDS FOR TERRY AND LAURA WOODHULL N/F NURSERY STOCK AS ALLOW FOR SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY BIOLOGICAL ACTIVITY, TYPICALLY IN SOIL DEVELOPED PUBLISHED BY THE TEMPERATURES ABOVE 55' F, AND WILL PREVENT NITROGEN LEACHING. � � �'. •. •. •, •' •�' OD 7355 MAIN ROAD CORP. PUBLIC WATER DEVELOPED AMERICAN NURSERY & �t. :. ` C_ k . . . , • . PUBLIC WATER LANDSCAPE ASSOCIATION 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS PER 1,000 SQUARE FEET PER YEAR IS PERMITTED. TOP OF ROOT `o MATT ED LLC, / 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN : 3" MULCH AS SPEC. MASS TO BE OR SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE �•p / / CHARLES V AND GARY J SLIGHTLY ABOVE SALICE / SURROUNDING GRADE BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, E.G. DEVELOPED 4" HIGH SAUCER (TYP.) 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A PUBLIC WATER FINISHED GRADE NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST . INDICATES IT IS NECESSARY. ° �' . . `� .�• MRI : z- = PLANTING SOIL AS SPEC. U ' � .', � • '. ' . ' °N DIG 2' MIN. DEPTH �.,' ",. p A >.. O / TEST HOLE)TO VERIFY r "" '- = WELL DRAINED O ���. N \//\//\//\//\//\� SUBGRADE MATERIAL i FEB 2 v / / ROOT BALL \\ \ \ \ \ \ I 2 2� �N_ e akFu AVFv• '• O STAPLITE' \ - :•,outsold I'own e� AUTO RV9 X ROOT BALL WIDTH (MIN. I Manning Board g 196,73' TAMPED POROUS ��- j ------- - - - - - - - - - - (WELL DRAINED) " � CIXhmur sm_-VAtK SUBGRADE S 40* 0'48' 3 SHRUB & EVERGREEN PLANTING DATE BY DESCRIPTION APPROV. BY Fra c raF PAv xFNx 70,00' EASEMENT N.T.S. REVISIONS E MAIN RL7AD S-R, 25 (vae � � 7217 MAIN ROAD SEED MIX FOR NATIVE/NATURALIZED TURF AREAS: M ATT I T U C K NY 11952 (WHERE MOWING IS ANTICIPATED) SITE DEVELOPMENT FOR COMMERCIAL O 34.0% - FESTUCA RUBRA -CREEPING RED FESCUE Ln .- EDG�EOrPAVE•WNr 33.0% - FESTUCA OVINA - SHEEP FESCUE CONTRACTING & STORAGE � O 10.0% - FESTUCA BREVIPILA, 'BEACON' - HARD FESCUE, 'BEACON' E 5.0% - FESTUCA OVINA VAR, DURIUSCULA. 'RHINO' - HARD FESCUE, 'RHINO' O 5.0% - FESTUCA OVINA VAR, GLAUCA (F. ARVERNENSIS) (F. GLAUCA), 'BLUE RAY' - BLUE FESCUE, 'BLUE RAY' V N 'w PLANTING PLAN 5.0% - POA PRATENSIS. 'ARGYLE' - KENTUCKY BLUEGRASS, 'ARGYLE' ��' Y N r 5.0% - POA PRATENSIS. 'SHAMROCK' - KENTUCKY BLUEGRASS, 'SHAMROCK' C-, A. F N b 3.0% - AGROSTIS PERENNANS, ALBANY PINE BUSH-NY ECOTYPE - AUTUMN BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE Ft NO O 3 260.00 POUNDS BULK VIABLE SEED PER ACRE OR 6 POUNDS PER 1,000 S0. FT. CA ' L. K. McLEAN ASSOCIATES, P.C. O a SITE PLAN N r � ' + O �--� USE EROSION .) EROSION CONTROL MAT (JUTE MESH) ON SLOPES 15% OR GREATER. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 _ � Z SCALE: 1 =30 �, � �'JJJ Sheet No. SEE EROSION CONTROL MAT DETAILS ON THIS SHEET. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS A.. O 0 30 60 Al THE ACCOMPANYING SPEaril IONS, UNLESS IT'S ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 077 Designed By: MF/CFD Scale: AS NOTED N 0Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL OF 0�9'• U ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE _ ^ N N PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND - Drawn By: MF Date: AUGUST 2022 yU( 4.. DESCRIBE THE FULL IXTENT OF THE ALTERATION ON THE �J DRANANG AND/OR IN THE SPECIFICATION7 (NYS ED. LAW SECTIONApproved By: RGD File No. 22064.000 N N/F AUTHORITY i t ., ` SUFFOLK COU Sm t` "l '.1! I _ LEGEND: LAWN IRRIGATION LEGEND _ SU PUMPS n Ea, -C II• �"� IRRIGATION A 39,935 SQ. FT OR 49 83% u 307. 3 ---- PROPERTY LINE r :� 1 PROPOSED FULL CIRCLE AILRDADIRRIGATION HEAD (TOTAL SITE AREA= 80,150 SQ. FT.) IS PROPOSED BUILDING FIVE ZONES FOR THREE DAYS OF IRRIGATION WITH ZONES L[ING ��� > PROPOSED HALF CIRCLE o, I W LTJ IRRIGATION HEAD 2 & 4 SCHEDULED FOR ONE DAY EACH AND ZONES 1, 3 t - ! ti I� PROPOSED QUARTER CIRCLE & 5 ON THE THIRD DAY. E: PROPOSED DUMPSTER ENCLOSURE += N x • 3'13' E N 33'2318 �� r\ `� / / \ / a � t U IRRIGATION HEAD 50, EASEMENT _ - � i\� �� !��., \r. �i �� .Y� 1 a a �: M ZONE 1 = 9,470 SQ. FT. a i ►\ N PROPOSED ADJUSTABLE. , v ! \ \ , PROPOSED LIGHT POLE ..,r. rI / � / �/ ,, �a® L�� CIRCLE IRRIGATION HEAD 6 CHAIN LINK ► ._______ - x- .-\-�. y� ®. �, / � �' - ,I t�,�,"W�°•.�'.� .k "� M- "� � PROPOSED TRANSFORMER ZONE 2 11,865 SQ. FT. _a- SEE IRRIGATION DETAILS ON THIS SHEET SLAB DECIDUOUS TREE ( ) 912 SF 9 ! y v;� ` ,'/� `. / STORY, 6' G ! �.'� ZONE 3 = 10,700 SQ. FT. . ��- �� > \..' :. pRpppSED STORAGE gIJiLDIN �� i �.t I` ,;; `- � E ! CONIFEROUS TREE �-- � + - -- I` IRRIGATION PLAN NOTES: �-Q ® ON GRAD , ,/I.., - r t ;• O UTILITY POLE T- (v ! a \ �F,F,=29.50) �� ;• , t a I a =_ T) ELECTRIC MANHOLE 1 . SEE LANDSCAPE PLANS FOR PROPOSED PLANTINGS. �, � ZONE 4 = 7,900 SQ. FT. ,X _ FLAGPOLE 2. SEE DRAINAGE & GRADING PLAN FOR PROPOSED .o�c • ': t .- l- .-- "'� 'f GRADES & STRUCTURES. 7' a ® /` I / t� \ a ti C•�3 WATER VALVE �a 3. SOIL MOISTURE SENSORS WILL BE USED WITH THE ]+ a ZONE 5 DRIP IRRIGATION c+ ► N FIRE HYDRANT = ( ) �, I �''; ;• - . , � rte, �. -E E t t� ,� IRRIGATION SYSTEM, TO WATER ONLY WHEN NECESSARY t ( GROUND LIGHT DURING TIMES OF LOW SOIL MOISTURE. �' r �`� r ' f'W ��_� ---'E4. NO MORE THAN 1 ,000 GALLONS PER DAY SHALL BE . . . . . .. : ; l �' I / ! r, 0 TRAFFIC CONTROL BOX NOTE: AN IRRIGATION TIMING PLAN WILL BE IMPLEMENTED ' - �+. USED FOR IRRIGATION. .• '.;: ; ;•;• I at \ .� - -1'' / > >:f.:. SPOT ELEVATION 5. THE FACILITYFOR THE SITE TO BE IRRIGATED IN PHASES SO THAT .n, "� / < / E WILL NOT RUN THE IRRIGATION SYSTEM y SECTIONS OF THE SITE ARE TO BE IRRIGATED IN ON =< w, TOP WALL BETWEEN THE HOURS 2:OOAM & 7:OOAM ALTERNATING DAYS AND ENTIRE SITE IS NOT rn o o ° � SIGN DOUBLE POST IRRIGATED ALL AT THE SAME TIME. o UNDERGROUND WATER UNDERGROUND ELECTRIC Y . m TYPICAL SIZE OF IRRIGATION HEADS QUANTIT UNDERGROUND G •; : ;• 3 _ `. I EASEMENT AREA at PROPOSED -30 FEET RADIUS ZONE#1 = 2 AIRRIGATION HEAD t ZONE#2 = 8 1 ZONE#3 = 8 } CZ7�o � MODEL 1-20-00 ROTOR HEAD ZONE#4 = 64 608 SF, STORY pRppOSED DE N30 FEET RADIUS ZONE#2 1ON GRA „ PROPOSED SLAB F.=29.50) -0 o MODEL SgSHRUB STAKE"'T' IRRIGATION HEADING F. i4 RVLNGASBUILD ZONE#3 = 1 f •fit /.I i t / t .-- ' -.` /""'_ "` l 4 'F MODEL HC-75F-75M n, " CHECK VALVE ` - �' ' � __ '`` \ + ;`' i '° y -�"a _•_._.s --g I - $ , / t� / \ PROPOSED -20 FEET RADIUS ZONE#1 - 2 ; ;•; t' \ IRRIGATION HEAD ZONE#2 = 2 C:i7 �' a \ 1.Y 1 a ! a ✓ 1'~ \ I ! / \ SCH 50 NIPPLE r # Q'W61FINISH GRADEZONE 3 1 CHAIR'Li,v F¢-wE -� � a � �` :k'-4 ZONE#4 2 Z x .. !. \ t ' SCH 40 THREADED COUPLER ��rn _ `i` / }'PVC STREET A1C(3) '-` PROPOSED 10 FEET RADIUS n rn N Z z, s ! t " <. � SCH BD NIPPLE t ^' ZONE#1 = 1 IRRIGATION HEAD ZONE#2 = 2 �rn _ E { ,«m ( (L �rn ; �" u r 6 ® s �Jy� f `� LATERAL TEE OR ELL :, ! { , T ZONE#3 1 c ; _ - /! " .. ;I1 ; �ti LATERAL PIPE ZONE#4 = 1 rRA�L ! _ ,'y „`, � PROPOSED -16 FEET RADIUS ZONE#1 = 19 / a ; � �. -. " tt. , � IRRIGATION HEAD ZONE#2 = 3 ROTOR HEAD ZONE#4 = 1 . ••' F -° } -t" ! d ) 1 :d :k I a 1 N.T.S. S 40'40'48' W i 1 245.01' t"YR''� f i. IRRIGATION PLAN CALCULATIONS: B'CHAIN LIAR'FE%^r4f FINISH GRADE MP ROTATOR 1 . USING HUNTER IRRIGATION NOZZLES MP3000 (30' RADIUS) AT 40 PSI, • '. .• . •®. �```-- 360' = 3.64 GPM, 180' = 1.82 GPM & 90' =0.86 GPM. 2. USING HUNTER IRRIGATION NOZZLES MP1000 (10' RADIUS) AT 40 PSI, BRICK . l 360' = 0.84 GPM, 180' = 0.42 GPM & 90' =0.21 GPM & 210' _ POST 0.49 GPM 3. USING HUNTER IRRIGATION NOZZLES MP815 (16' RADIUS) AT 40 PSI, ,BRICK pffST ( 360' = 1 .87 GPM, 180' = 0.93 GPM & 90' =0.49 GPM & 210' _ MODEL 1 .10 GPM PROS-04-PRS40-CV 4. USING HUNTER IRRIGATION NOZZLES MP2000 20' RADIUS AT 40 PSI, SCH 80 NIPPLE 360' = 1 .48 GPM, 180' = 0.77 GPM & 90' ) 0.43 GPM & 210' _ : � : / PVC STREET ELLS (3) 1.10 GPM N/F // // 5. USING HUNTER IRRIGATION NOZZLES ABOVE WITH AN IRRIGATION RATE TERRY AND LAURA WOODHULL N/F LATERAL OF 0.39 TO 0.97 INCHES/HOUR. xj ' ;•;.;. DEVELOPED 7355 MAIN ROAD CORP. TEE OR ELL 6. HAS ZONE#1# (2) 30' RADIUS AT 180', (2) 20 RADIUS AT 360', (1) PUBLIC WATER DEVELOPED LATERAL 10' RADIUS AT 360° AND (19) 16' RADIUS AT 180', WITH A TOTAL OF C_ . '; PUBLIC WATER PIPE w' 25.11 GPM. N/F 7. ZONE#2 HAS (1) 30' RADIUS AT 360',(8) 30' RADIUS AT 180', (2) MATT MED CHARLES V ANDL GARY J / 20' RADIUS AT 360', (2) 10' RADIUS AT 360' AND (3) 16' RADIUS AT SALICE / SPRAY HEAD W / M P ROTATOR 180', WITH A TOTAL OF 25.63 GPM. �; ;. : ;': 1 / / DEVELOPED / 8. ZONE#3 HAS (1) 30' RADIUS AT 360',(8) 30' RADIUS AT 180', (1) v 13 PUBLIC WATER SPRINKLER 20 RADIUS AT 360 AND (1) 10 RADIUS AT 360', WITH A TOTAL OF cv e,7 20.52 GPM. N.T.S. 9. ZONE#4 HAS (6) 30' RADIUS AT 180', (2) 20' RADIUS AT 360', (1) ON :I >'• '. ': o\ 10 RADIUS AT 360 AND (1) 16' RADIUS AT 180', WITH A TOTAL OF -4- 15.65 GPM. .-.__ C_ \� / - - �f°y V,� / / PROPOSED VALVE FEB �, ZO23 �,K2 BOX MODEL# D STARLITE VB-STD AS AUT17 FQAY y t3 MANUFACTURED BY ;,ou�rlold i o"' 196,73' RAIN BIRD OR Planning Roard ` - - - - - - - - APPROVED EQUAL. 1 . --- _._. .._ ..- -- --- -- --_ --t ------- - - TO - I.f CIETF.�XI�cwzi--__ ----- �7 1 CovCRET£SIDEVALK PROPOSED u S 40°40'48' W t ` "'ems# FROM WATER *- ® IRRIGATION -� SITE PLAN ERLE`7F PAVEMENT 70.00' EASEMENT SERVICE SEM DATE BY DESCRIPTION APPROV. BY 1 .38 REVISIONS SCALE: 1 "=30' MAIN READ S-R, 25 '(VAR. VT W) 18-24" COILED WIRE PROPOSED 1"d O 0 30 soWATERPROOF CONNECTORS (2) 100 PSI NSF 7 217 MAIN ROAD E Feet POLYETHYLENE PROPOSED 1"0 REMOTE CONTROL VALVE MODEL PIPE 0.40 100 PSI NSF MATTITUCK NY 11952 ICV-XXXG ACCO-SYNC-ADI PROPOSED DOUBLE POLYETHYLENE i 0 FINISH GRADE CHECK VALVE 0.45 PIPE SITE DEVELOPMENT FOR COMMERCIAL ED CONTRACTING & STORAGE If) •- MODEL # sncE LXF P�vFNENT STANDARD VALVE BOX AS MANUFACTUFACTURE LF007 QT � C) STANDARD p� E Q�x BY WATTS OR O APPROVED EQUAL fjF NE N M ' SCH 80 T.O.E. NIPPLE TYPICAL. DOUBLE CHECK VALVE DETAIL C., %V C7 PLANTING PLAN N ty MAIN LINE PIPE & FITTINGS N.T.S. o 0 3 W L. K. McLEAN ASSOCIATES P.C. N O D BRICK SUPPORTS (4) ' O }'-� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 _ Z 3/4 MINUS WASHED GRAVEL r rr) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. T VC SLIP UNIONS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale; AS NOTED O /V AND/OR THE ACCOMPANYING SPEcincATONS, UNLESS R•S N IRRIGATION DETAIL UNDER THE DIRECTION OF A LICENSED PROFESSIONAL U ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE \_ PROFESSIONAL ENGINEER MUST SIGN, SERI. DATE AND Drawn By: MF Date: AUGUST 2022 - DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR SECTION7009 SPECIFICATION). (NYS ED. LAW Approved By: RGD File No. 22064.000 SIGNAGE FOR NOTE: — 10.0' ACCESSIBLE SIGN HEIGHT SHALL BE SET 6" CONC. SLAB WITH WELDED DUMPSTER(S) TO BE PARKING TO MAKE IT CLEARLY VISIBLE < .3 .. SUPPLIED BY OTHERS TO ALL PEOPLE WITHIN THE WIRE MESH, SEE PAVEMENT/ •• :.: , •; �J ~J!, DRIVER'S SEAT OF ANY ROOF LEADER SURFACE SCHEDULE ON SITE '. ' ' • VEHICLE RESERVED DETAIL SHEET J♦. •• 8' WHITE VINYL FENCE PARKING J' '•; ENCLOSURE I_, 12" - I SEE SIGN • 4 (SEE TYP. FENCE DETAIL) ���' 5.0' ® FOR TRANSITION `' • y IJ GJO �., LANDING { LETTERING 0(DERHE3G 8 ) AND PARKINACCESSIG w J.. _) ♦ • •'. ♦ :4 ..i REEK E,� DETAIL J REVEAL :Al .I • J � � , WHITE BACKGROUND AND SCHEDULE 40 PVC CLEAN OUT ♦ . • _ , PR '�I 3/8" MARGIN VAN "r" BRANCH WITH PVC PLUG 15.0' J : L;J, J 1 ,, 18' ACCESSIBLE • •J ,' ;J', , ` DROP CURB .' d�F` ` i Imo ' 0~'I BLUE INTERNATIONAL •J . • 1• SYMBOL OF ACCESSIBILITY J • ♦ ♦ _��� � _I— C 4" MIN. ADS DRAIN PIPE : .r`� .: •',' i. CONC. WHEEL ,.. ,� _\0 ,. J , • �.. i r>>' .0�J•O 3/8 GREEN BORDER Z ° . . •: STOP (TYP.) 1 % MIN. PITCH • a. • ' ° J ♦ "'> •"` �'`° + 1 1/2" GREEN LETTERING O STEEL POST GRADE `' •' 4 (TYP.}-i- € 4" (TYP. t-1 2" (2"X2") �. : •' • .I S i•. 4. M I WHITE BACKGROUND AND VINYL 5x5 POSTS s'. : 6 ACCESSIBL WITH STEEL .♦ , •' PAVEMENT a BLUE3 3/8" MARGIN CHANNEL (TYP.) J . J, ` ! Jp. . .4 • , •. . •.� • r , '• o MARKINGS N ° • J♦. .. N ,,- Z CONCRETE BASE 12" HAUNCHED CONC. SLAB WITHi�/�12 SIGNAGE FOR ACCESSIBLE PARKING #5 BARS ® 16" O.C. EACH WAYS N.T.S. U ENCLOSURE DETAIL yar. �V ';i... D MPSTE R N.T.S. 1-12"--1 8" ADS t j -51-Op" SLOPE @ 1 % SIGNAGE FOR 1 ,0.0' 10.0' ACCESSIBLE 30.0" PARKING t---24"--I N.T.S. ROOF LEADER DOWNFALL DETAIL 6" TYPICAL ACCESSIBLE PARKING DETAIL �34" •-I N.T.S. T N.T.S. SECTION PLAN NOTES: 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR 35B SPECIFICATIONS VINYL EXTERNAL 6'-0" 3" 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY A FLAT TOP CAP (TYP.) (POST CENTERS) LOADING 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND SOLID LINE (WHITE) 6„ PRECAST OR APPROVED EQUAL. 24" 0 HEAVY DUTY FRAME & COVER N.T.S. N.T.S. VINYL TOP RAIL WITH STEEL CHANNEL NOTE: ALL SIGNS SHALL 12 (TYP.) NOTES: (TYP.) BE IN ACCORDANCE WITH 3'-0" (TYP.) THE NEW YORK STATE 1. ALL PAVEMENT MARKINGS SHALL MANUAL OF UNIFORM BE IN ACCORDANCE WITH THE VINYL FILL TRAFFIC CONTROL DEVICES. z 45' FEDERAL MANUAL ON UNIFORMPICKETS (TYP.) 39” 3: TRAFFIC CONTROL DEVICES & rel THE NEW YORK STATE SUPPLEMENT TO THE FEDERAL MANUAL ON UNIFORM TRAFFIC VINYL MIDDLE 2' MI 6 o CROSSHATCHING " - - CONTROL DEVICES. RAIL WITH -O I� " —I WHITE STEEL CHANNEL 10 8' . SECTION N.T.S. (TYP.) 6 ROADWAY PLAN NOTES: 1. MATERIALS SHALL CONFORM TO ASTM CLASS 2. LOADD RATING SHALL BE AASHTO & HS PAVEMENT MARKING DETAILS 144" VINYL 5"x5" POSTS STOP SIGN PLACEMENT DETAIL 20-44 HIGHWAY LOADING N.T.S. WITH STEEL 24" 0 HEAVY DUTY FRAME CHANNEL (TYP.) 3I99P N.T.S. & OPEN GRATE COVER 2" THICK HDU SIGN FACE �_ N.T.S. WITH CARVED COPY 1 VINYL BOTTOM 5"x5" VINYL POST SLEEVE -, RAIL WITH WITH TREATED 4"x4" CORE i Q) Mattituck Commercial 8" THICK REINFORCED DRAINAGE NOTES STEEL CHANNEL 6" Contractors Yard tia CONCRETE TRAFFIC BEARING 1. STEEL REINFORCED WELDED WIRE FABRIC 6'x12"#6x#8 (TYP.) PROPOSED LIGHTING BAR cn SLAB 24 DIAMETER 7217 MAIN ROAD SURFACE AS PER CAST IRON INLET GRATE & 2. ALL CONCRETE TO BE 4000PSI ® 28 DAYS PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS PER DRAINAGE PLAN) 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE PROPOSED BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE I I FINISHED GRADE I ( GRADE Ni ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY CONCRETE PAD 2" 4 MI THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. I I AS SCHEDULED) BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN10"� NORMAL; -IRI .C 8" ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE I I I I I._ �,• ..� _ ' 4_1 ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. 12 © CORNERS SITE SIGN ELEVATION o I I I NO DIRECT PAYMENT WILL BE MADE I I CONCRETE I N.T.S. I FEB n S 2023 j — II 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET FOOTING (TYP.) L sautroia "iown FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED O — asa �\ I Planning Board c'e0 BY THE ENGINEER. CLEAN [_Planning _ oo•o yd GRAVEL Bac 48�• _ 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. b�g0ao� HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE (TYP.) ++ 12/12/22 U EFF. DEPTH A PER GRADING ao°o (SEE PLAN BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. 6FP ADDED ENTRANCE SIGN CFD & DRAINAGE PLAN — A0: DATE BY DESCRIPTION APPROV. BY U ° DEEP PRECAST CONCRETE LEACHING FOR SIZE) 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS CON RING UNLESS OTHERWISE NOTED. REVISIONS 0 MAIN ROAD E as 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING TYPICAL V 9 H T WHITE VINYL 7217 �_— 8p DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE Oo.•cA O I — — �Ooogo- GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND odero+ _�) SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF FENCE ENCLOSURE DETAIL MATTITUCK NY 11952 dcy7 0. E FFM o�oPo° _ TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND SITE DEVELOPMENT F 0 R COMMERCIAL 0 be o — HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT Ln .� — °moo°g _� PAYMENT WILL BE MADE FOR THIS OPERATION. N.T.S. CONTRACTING & STORAGE da � 2' MIN. c•86 ° ° OS g8p4 o00.ea d°do °do°,gg.aaogg�;aa° 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". �^'oos�:�'0000e:ao CLEAN SAND & GROUND ddeq.>o=b..eao GRAVEL FILL -� E N WATER AS APPROVED REINFORCEMENT NOTES: C�P�E A \ SITE DETAILS + ++ BY THE E.I.0 1. STEEL REINFORCED ON LEACHING SECTIONS F ° N 2 MIN. 10 -0 2'M IN. SEE NOTE 1 WELDED WIRE FABRIC 6"x12"#6x#8. y, o " ` � L. K. McLEAN ASSOCIATES P.C. NOTE 1: N CLEAN FILL MATERIAL IMPORTED LEACHING BASIN DETAIL r* I N O FROM OFF SITE SHALL BE FREE OF 2. STEEL REINFORCING ON CONE SECTION 12- 2 O # C'� � CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ORGANIC MATERIAL & CLAY. VERT., 1-#3 TOP, 1-# BOTTOM. CO N.T.S. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITSu �� Sheet No. O AND/OR THE ACCOMPANYING SPANY PER ON FROM ALTERINGIE RING ON ONSTHE, UNLESS DRAWINGS S 7 9" �� Designed By: MF/CFD Scale: AS NOTED (v UNDER THE DIRECTION OF A LICENSED PROFESSIONAL U N ENGINEER, WHERE SUCH ALTERATIONS ARE MADE_ THE N PROFESSIONAL ENGINEER MUST SI N. SEAL, DATE AND � y /� DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Drawn B Date: AUGUST 2022 ( O DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW lV SECnON 7209-2). Approved By: RGD File No. 22064.000 GENERAL NOTES: BACK FLOW PREVENTER NOTES, 1. LOCATION OF EXISTING AND PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE 1. INSTALLATION OF THE RPZ DEVICE SHALL MEET ALL SCWA CROSS-CONNECTION I AND MUST BE CONFIRMED INDEPENDENTLY WITH THE OWNING UTILITY COMPANIES PRIOR CONTROL UNIT AND SCDHS REQUIREMENTS. 12'$ MIN. TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES EXIST, THE CONTRACTOR CLEARANCE SHALL NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. WHEN OPEN 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL HEATED HOT BOX ENCLOSURE PROPOSED GF U HUBBEL MODEL HB2-DT OR �0 1 AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY APPROVAL. I OUTLET (120V 30 MIN. WORK. THE CONTRACTOR MOST CONTACT THE APPROPRIATE "ONE-CALL" SYSTEM TO TESTCOCK STANDARD) WITH CONDUIT, SUPPLIED APPROVED EQUAL CLEARANCE TESTCOCK (TYP ) OF 4 ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE 4. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN . 3.3 BY CONTRACTOR. CONTRACTOR TO WHEN OPEN (TYP.) OF 4 FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD SECURED PRIOR TO STARTING WORK. INSTALL HEIGHT TRACING AND PIPE I J/ LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. _ _ _ __ _ _ _ _ __ _ INSULATION ALONG ALL EXPOSED 5 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY PIPE & RPZ DEVICE PROPOSED GFI OUTLET (120V 3. MAXIMUM DISTANCE OF 125' (AS MEASURED ALONG THE PIPE) FOR RPZ/DCV TO BE REASON UNLESS SCWA IS NOTIFIED. HEATED HOT BOX 3.3' STANDARD) WITH CONDUIT, SUPPLIED ACCEPTABLE INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS ENCLOSURE HUBBEL - I BY CONTRACTOR. CONTRACTOR TO REQUIRED TO BE INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE IS MODEL H82-DT OR ( b INSTALL HEIGHT TRACING AND PIPE INSTALLED ACCORDING TO THE APPROVED PLANS AND SIGNING THE APPROVED EQUAL I I INSULATION ALONG ALL EXPOSED 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING CERTIFICATION STATEMENT ON FORM NYSDOH 1013. I i-- - - - - -- - -- --1 PIPE & RPZ DEVICE AND PROPOSED), DRAINAGE, DRIVEWAYS, CATCH BASINS, UTILITY POLES, TREES, 7. THE BACKFLOW PREVENTER DEVICE SHALL BE TESTED ANNUALLY BY A NEW FEBCO MODEL LF825Y - OBSTRUCTIONS, ETC. TO PROPOSED WATER SERVICES. YORK STATE CERTIFIED TESTER. 2" RPZ DEVICE OR GFI 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR APPROVED EQUAL I FEBCO MODEL LF825Y - TRENCH NOTES, FREEZING. 3.0' I I 2" RPZ DEVICE OR I I 30"MIN. APPROVED EQUAL I 1. UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON 9, TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. 18"MIN. I 3"0 MIN. DRAIN PORT BOTH SIDES OF THE TRENCH PRIOR TO EXCAVATION. CLEARANCE). I I 2 I I WITH SCREEN I I I (TYP.EACH END) 2. ALL TRENCHING RESTORATION DES SHALL MATCH PROPOSED OR EXISTING 10. ALL CONNECTIONS, TEE'S, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED I I SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. DOWNSTREAM OF RPZ DEVICE. 3' 3.33' I I 2 MIN. DRAIN PORT 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' 11• PROPER MAINTENANCE SHALL BE PERFORMED. WITH SCREEN I 8 MI N- DIRECTION OF FLOW LIFTS. (TYP.EACH END) I 12. DEVICE SHALL BE FROM N.Y.S.D.O.H. APPROVED LIST AND SHALL HAVE USC I I L- - - ---- - - - - -- --- -J 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL. GALV. ANCHOR BOLT AS EACH UTILITY INSTALLATI❑N. PER MANUFACTURER'S a 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION REQUIREMENTS ,; ,' ' • a :. ` . : • 6.. HINGE SIDE OF ENCLOSURE 5, THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OR ACCESS TO RELIEF VALVE. . ''• ' ' •a. i • OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND UTILITY '' • •' • • :• GRADE (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) AND ❑IL 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, LIGHT POLE, DOMESTIC WATER ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIRELINES. NOTE: DIAPHRAGM ON FEBCO MODELS MUST 6" THINK REINFORCED ELECTRIC TRANSFORMER, TREES, OR ANY LARGE ❑BSTRUCTI❑NS. PROPOSED 6" THINK REINFORCED BE INSTALLED ON THE 30 CLEARANCE SIDE L CONCRETE SLAB ON 15. EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND PIPE STANCHIONS L CONCRETE SLAB ON OF THE ENCLOSURE. COMPACTED SUBGRADE INSTALLATION OF SERVICES UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTI❑N COMPACTED SUBGRADE 1. INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO DEVICE. THE PROPERTY LINE OR AS SHOWN ON THE PLANS, 16. THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER, 2" DOMESTIC RPZ ELEVATION VIEW 2 DOMESTIC RPZ PLAN VIEW 2. LEAVE A 1' RISER ABOVE THE GRADE ELEVATION AT THE POINT WHERE THE 17. DEVICE MUST BE LEAD FREE, NO LEAD SOLDER SHALL BE USED FOR THE PROPOSED WATER SERVICE WILL CONNECT T❑ THE EXISTING SERVICE LINE, INSTALLATION, N.T.S. N.T.S. 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF INSPECTION, MEASUREMENTS ARE TAKEN FROM TWO (2) NEAREST 18. THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER CORNERS OF THE BUILDING TO THE END OF THE PIPE AT THE PROPERTY LINE. METERS AND BACK FLOW PREVENTION DEVICES. SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT THE SCWA NEW SERVICE DEPARTMENT, 19. BACK FLOW PREVENTI❑N DEVICES MUST BE TESTED ANNUALLY BY A NEW HEATED HOT BOX ENCLOSURE 4, THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY YORK STATE CERTIFIED TESTER, HUBBEL MODEL HB2-DT OR FROM ANY OBSTRUCTION SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, ❑RAPPROVED EQUAL DRIVEWAYS, 20. TEST REPORTS MUST BE SUBMITTED TO BOTH THE WATER DISTRICT AND THE APPROPRIATE COUNTY DEPARTMENT OF HEALTH. FEBCO MODEL LF825Y - 5. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE 21. ALL INSTALLATI❑NS SHALL CONFORM TO BOTH THE WATER DISTRICT'S 2" RPZ DEVICE OR FROM WATER SERVICE. RULES AND REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH APPROVED EQUAL WATERLINE SPECIFICATI❑NS DEPARTMENT REGULATI❑NS. 1. FOR PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IR❑N (CLDI) PRESSURE TYPICAL S.C.W.A. WATER METER AND PIPE, 22, LAYOUTS SHOWN ARE APPROXIMATE, ADJUSTMENTS MAY BE REQUIRED TO SMALL 36" METER VAULT. METER VAULT I _ SATISFY FIELD CONDITI❑NS, ALL ADJUSTMENTS SHALL BE SUBJECT TO 2. FOR PIPING 2' AND UVDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA THE APPROVAL OF THE WATER DISTRICT. z TO BE FURNISHED AND INSTALLED IN STANDARDS ACCORDANCE TO SCWA STANDARDS. 3. PLASTIC PIPE SPECIFICATIONS, 23. MINIMUM CLEARANCES SHALL BE MAINTAINED. 3.1, PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS 24. ALL MATERIALS SHALL BE NEW, NO USED MATERIALS SHALL BE 10' MIN CAN BE INSTALLED FROM THE BUILDING TO WITHIN 15' FROM THE PROPERTY INC❑RP❑RATED INT❑ THE WORK. w LINE. THE LAST 15' TO THE PROPERTY LINE MUST BE CLDI PIPE OR 'K' a 20 MAX SOFT COPPER TUBING, 25, PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH � PROPOSED J L 3.2. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 MANUFACTURERS INSTRUCTI❑NS, AWWA MANUAL M23 AND THE REQUIREMENTS VALVE BOX °- EMERGENCY SHUT OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, PROPOSED DRAIN HOLE P.S,I. (WITH BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING OFF VALVE r• ':•,.i•; e ;• PRESSURE) 26. A CONTINUOUS AND UNIF❑RM BEDDING SHALL BE PROVIDED IN THE TRENCH ' :•R •' �, w. .••�• 3.3. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6' NOT ACCEPTABLE, (BRASS COUPLINGS ARE REQUIRED,) LAYERS. STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF 3.4. FIFTEEN (15') FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE AT LEAST 6' BELOW THE BOTTOM OF THE PIPE, PROPOSED CONCRETE THE BUILDING TO THE START OF THE PLASTIC PIPE. 27. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54'. SLAB SERVICE LINE INSPECTION PROCEDURES 1. CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN 28. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION INSPECTI❑N WHEN YOUR WORK IS COMPLETED. (BEFORE 213OPM FOR FOLLOWING BLOCKING ❑R TIE RODS T❑ PREVENT MOVEMENT, NOTE: ALL VALVES, BENDS DAY) 29. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE AND FITTINGS TO BE PER 2. CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE TESTED IN ACCORDANCE WITH THE LATEST EDITI❑N OF AWWA STANDARD EXISTING THE LATEST AWWA AND 54" MIN. DAY OF INSPECTI❑N, C600. SCWA OWNED SCWA STANDARDS. WATER MAIN 3. IF REINSPECTI❑N IS NECESSARY, A $25.00 FEE MUST BE PAID PRIOR TO THE 30. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA CONTINUE 2" PLASTIC WATER REINSPECTI❑N. STANDARD C-651-86 OR THE LATEST REVISION, 4. LEAVE THE TRENCH OPEN. D❑ NOT BACKFILL THE TRENCH UNTIL SCWA LINE TO INTERNAL BUILDING INSPECT❑R HAS APPROVED THE SERVICE LINE. 31. BACTERIOLOGICAL ANALYSES ❑F WATER SAMPLES COLLECTED AFTER DISTRIBUTION. DISINFECTI❑N ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK 5, IF THE SERVICE LINE INSPECTI❑N PASSES, THE END OF THE PIPE BY THE COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, A CURB WILL BE PAINTED BLUE, IF SERVICE INSPECTI❑N FAILS, THE END OF BACTERIOL❑GICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF THE SERVICE WILL BE PAINTED RED AND A REINSPECTION FEE OF $25,00 WATER MAIN OR PORTION THEREOF. WILL BE BILLED, f& 6. PLEASE D❑ NOT CALL SCWA OFFICE UNTIL 4130 P,M. IF YOUR INSPECTION 32. AN OPEN OR CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED, DIRECTION OF FLOW FAILS. 33. ALL ASSEMBLIES MUST BE INSTALLED WITH THE MANUFACTURER SUPPLIED 7. NO OTHER UTILITIES (E.G, GAS, ELECTRIC, CABLE TV, ETC,) SHALL BE BURIED RESILIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY, w' ;3 END TYPE "K" COPPER PIPE AND IN THE WATER SERVICE TRENCH, 2 90° ELBOW (TYP.) 2 90' ELBOW (TYP.) CONTINUE SITE WATER PIPING WITH C900-CLASS 150 PIPE - METER SETS WIRE AND WARNING APEICSHALL BETONE AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE CONTINUOUS ALONG ENTIRE LENGTH OF N DEPARTMENT TO HAVE THE METER SET. MAIN ry / HEATED ENCLOSURE NOTES, WATER TAP BY S.C.W.A. ALL FEES TO BE PAID BY 1. THE HEATED ENCLOSURE SHALL BE HOT BOX, HOT ROK, HYDROCOWL, CONTRACTOR 3: SAFE-T-COVER, OR APPROVED EQUAL. 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. THE SCWA SHALL BE OWNER INSTALLED AND - -"-'- v 3. THE HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND RESPONSIBLE FOR CONNECTION MAINTAINED PIPE TO METER RE C, -- MAXIMUM OF 20' FROM THE PROPERTY LINE. TO WATER MAIN, CURB STOP, WATER METER, ASSOCIATED PIPING 0 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR AND CONNECTION TO OWNER I I FEB G 3 20123 v OF THE HEATED ENCLOSURE WALLS, WITH TEST COCKS ON THE EXTERIOR SIDE. INSTALLED PIPE __ __-. J / TEST COCKS ARE TO HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTION DOMESTIC WATER SERVICE W Z RPZ DEVICE outhold Town WHEN THE HEATED ENCLOSURE DOOR IS OPEN. TEST COCKS MUST BE -� Planning ESoard POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE TESTING. IN HEATED ENCLOSURE ELEVATION -- N.T.S. j 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER CU FOR THE REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. 6/13/22 F.P. AS PER COMMENTS FROM SCWA 6/8/22 CFD 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). DATE BY DESCRIPTION APPROV. BY MATERIALS & JOINTS EQUIVALENT TO 7. ENCLOSURE MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT WATER MAIN STANDARDS OF REVISIONS _ BE SUBJECT TO FLOODING. CONSTRUCTION AND PRESSURE TESTED 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB TO ASSURE WATER TIGHTNESS PRIOR UTILITY 7 217 MAIN ROAD (TO PREVENT LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY TO BACKFILLING WILL NOT OBSTRUCT THE FUNCTION OF THE RELIEF VALVE. �- WATER MAIN OR MATTITUCK NY 11952 WATER SERVICE SITE DEVELOPMENT FOR COMMERCIAL � 9. ENCLOSURE MUST BE N.Y. DESIGNATION. 18"MIN. Ln 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. - - - CONTRACTING & STORAGE 0 r- NEW ,0'-0" -,- ,0'-0" STF RPZ DETAILS N O 00 UTILITY ; z L. K. McLEAN ASSOCIATES, P.C. O y G �; CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 WATER/UTILITY CROSSING DETAIL TMNLAW OF THE ATE OF NEW KPROHIBITS 3 �. I ANY PERSON MOM ALTERING ANYTHING ON THE DRAWINGS ����'� Designed By: MF/CFD Scale: AS NOTED Sheet NO. O N.T.S. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S (N UNDER THE DIRECTION OF A LICENSED PROFESSIONAL U ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE ------� r� C 1 1 N PROFESSONAL ENGINEER MUST SIGN, SEAL. DATE AND Drawn By: MF Date: AUGUST 2022 t� DESCRIBE IME FULL EXTENT OF'ME ALTERAl10N ON THE DRAWING AND/OR IE�OENS7209-2. (NYS ED. LAW Approved By: RGD File No. 22064.000 N/F WATER AUTHORITY UFFOLK COUNTY STATION LEGEND: S PUMP 23� - PROPERTY LINE NG ISLAND RA �-❑ LQ ,"LpO PROPOSED 100 LEACHING CATCH BASIN ` r _ 32 �`� t `t PROPOSED HYDRO ACTION AN550 I A OWTS SEPTIC TANK PROJECT ' Fr N 33.2315 31 31 °° '\\ O 41` EASEmEN o / ST"'rr LOCATION ���1 StJ. 29; - -- 28 - --- 2g \�^ 29 ( It) i 6'CHAIN LTNK FENCE \ r I FEPE PROPOSED FUTURE EXPANSION 1 : .;..: /\-✓- y PROPOSED DISTRIBUTION MANHOLE , /,"�• 0\,6,GLAB -/DM 912 Sr Laurel stonys PROPOSED SANITARY PIPE PROPOSED 1 STOR' 'AGE BUILDIN Supply Plus ON GRADE STORF.F.=29.50) F•F•_29.50) �/ \ - •- PROPOSED 2" DOMESTIC WATER SERVICE '� I .cCoPE- PROPOSED U.G. PRIMARY ELECTRIC D PROPOSED U.G. ELECTRIC P _ -{ E_----�E 0 PROPOSED 15" CPEP DRAINAGE PIPEqS w , PROP. h DUMPSTER 2a 5'MW� ti PROPOSED LIGHT POLE NCLOSURE ti r ! f h a . ° - -2g r•--�v 5'MIN5,MIN. 29 \ PROPOSED TRANSFORMER 20'MIN. --c - - ` cri cII 5'MIN. 30 .,� , "E E--E DM \FE� i; ( PROPOSED CONTROL PANEL `* �'+� ler5� cp 71*MIN. 0�- 8>> �� 2 ! PROPOSED BLDG. MOUNTED LIGHTS 10 LIP 1 a TEST HOLE LOCATION a cp� y ;; ;;•:: : : �; \0 2$ ZB PROPOSED U.G. f 5'MI 1 ELECTRICAL AND A DECIDUOUS TREE ?�; 3 N 10 MIN' 3o HOSE FOR HYDRO CONIFEROUS TREE r E I ACTION SEPTIC TAIUTILITY N. \ + LE / \ I -10r ELECTRICMANHOLELOCATION MAP ION £: ,I * E, __E E 29 - . c N.T.S. =31�: ' . I• SF, �,,� � o� '��'' FLAGPOLE V , � - 30. : -- TORY, 4 608 "'\ p� � WATER VALVE --- -- =2'9': W - SED 1 S RAGE / c� E£ . 2 2$ pROPO ON GRADE STO �o / { o�� FIRE HYDRANT SLAB •50) t` '` a o � I` BUILDING (F-F-=29 O GROUND LIGHT U TRAFFIC CONTROL BOX SPOT ELEVATION PROPOSED w TOP WALL I. : : 9 29 {' I ""` ✓ o� \ � SANITARY{ CONTROL PANEM -Cr= SIGN DOUBLE POST ;U PUNDERGROUND WATER i UNDERGROUND ELECTRIC C:o .• -__ -- _ w - ' - UNDERGROUND GAS �m x 27 36 - - I . ._. , I n m cn� ---_ - 2s -�" x- 28 •�.,� t� � ------ 2 EASEMENT AREA r ' \ D m ;,:• �,.; I PROP SO ,EQ�R "-- - _25- 24 • �<f GRADE DEP TH II HEAT�C 0,�m . CLOS IE 0 4 SEWAGE DISPOSAL SYSTEM DESIGN r ? I C5 } r ^J f r N N N �•;. <�': 4. ry f (tij ALLOWABLE SITE SANITARY FLOW (POPULATION DENSITY EQUIVALENT) i ,t` -• GROUNDWATER MANAGEMENT ZONE: IV 600 GPD ACRE 600 USE GPD/ACRE - U GP CRE X 1.839 ACRES - 1,103.4 GPD PROPOSED DESIGN FLOW S 40'40'48' V 24501' (2) PROPOSED 1 STORY STORAGE BUILDING 6'GrtAIM LINk'F!'tdCE � �'"a c< $ DESIGN SEWAGE FLOW RATE: GENERAL INDUSTRIAL (STORAGE) = 0.04 GPD/SF xI I BUILDING Brown and pate brawn fine sand SP sezcx . r< / / 11,520 SF X 0.04 GPD SF = 460.8 GPD PCsr .:. 1? 6 \ RIM ELEV. - - / PRICK =25.77 P17Sr •� :; SEPTIC TANK REQUIRED: 460.8 GPD 4; PROVIDED: (1) HYDRO ACTION AN550 I/A SEPTIC TANK = 550 GPD � I ;: �.�;;; ;•, // LEACHING POOL ` REQUIRED: 460.8 GPD / 1.5 GPD/SF = 307.2 SF C_ c� • 0 N/F / / CO 307.2 SF / 31.4 SF/LEACHING POOL = 9.78VF _ o TERRY AND LAURA WOODHULL N/F �. DEVELOPED 7355 MAIN ROAD CORP. PROVIDED: (1) 10'0 x 10.67 EFF. DEPTH LEACHING POOL = 10.67 V ti PUBLIC WATER DEVELOPED FUTURE EXPANSION . PUBLIC WATER N/F REQUIRED: 50% OF LEACHING CAPACITY 11.5 17' 0 r. £'� "1 MATT MED LLC, PROVIDED: (1) 10'� x 5.67' EFF. DEPTH CONCRETE LEACHING POOL U") CHARLES V AND GARY J / (HIGHEST EXPECTED GROUNDWATER = 4.5) (nr"I / / SALICE / TOTAL DENSITY VS. ALLOWABLE DENSITY �' £ ;- '. .; / / DEVELOPED ACTUAL DENSITY: 460.8 GPD TEST PUBLIC WATER ALLOWABLE SEWAGE DENSITY: 1,103.4 H0LE 1,103.4 GPD - 460.8 GPD = 642.6 GPD REMAINING N.T.S. -0 ;I (By McDonald GeoServices, 4/23/22) �� C` �ON v �`'�, £�• '. ' / / FEB 2 3 2023 RIM ELEV. =23.15 9 '� c C I. O (950.0' xPra Avs, sra�zT Southoia Town szr x, AU7V Pl7Ar Planning Board TO LAUREL TRAIL -� =c ' 23 196.73' U crz _@ _- v - -_w - / S 40*4� 3 SITE DATA: G G G G G-- DATE BY DESCRIPTION APPROV. BY U ErSE Qr PAVEMCNT 70,00' EASEMENT-23- -- SCTM #: 1000-122.00-06.00-035.007 SITE AREA: 1.847 ACRES REVISIONS +-1 MAIN ROAD S.R. 25 (VAR VmTm' SITE PLAN NOTES: 7 217 MAIN ROAD 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. M ATT I T U C K NY 11952 SCALE: 1"=30' 2• NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. 3. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM. SITE DEVELOPMENT FOR COMMERCIAL 6 -23 0 30 60 u7 I Feet SURVEY NOTES: CONTRACTING & STORAGE C) EDGE rlr PAVF_A9L:NT � E 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. _ O 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. -N 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. ��'0 y� PROPOSED SANITARY PLAN 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION C_ 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. F� N 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S "EMBOSSED" OR "INKED" ON O3 SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. L. K. McLEAN ASSOCIATES P.C. N O D 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE 4 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 O H FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS 1 THE EDUCATION LAW OF THE SPATE OF NEW YORK PROHIBITS Z SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, V r i 7 Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. 077 7 �, Designed By: MF/CFD Scale: AS NOTED O AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS rrs CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 7 U ER N ENGINE . WHERE SUCH ALTERATIONS ARE MADE. THE . RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. \� N PROFESSIONAL ENGINEER MUST SIGN. SEAL, DATE AND D 8. THE SURVEY CLOSES MATHEMATICALLY. ^�_�/ Drawn By: MF Date: AUGUST 2022 RIBE THE FULL / AWING AND/OR IEXTENT SPECIFICATION RATION ED.NLAWE SECTION 7209-2). b SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Approved By: RGD File No. 22064.000 30" H2O TRAFFIC BEARING, 8" THICK TRAFFIC RATED HYDROACTION 30"0 CONCRETE CHIMNEY (TYP) HEAVY DUTY CAST IRON TOPPING SLA B FOR PRETREATMENT FRAME AND COVER BY SUFFOLK PRECAST HEAVY DUN WATERTIGHT AND WATERTIGHT, BOLTED LIDS LOCKING FRAME & COVER TO 8" THICK TRAFFIC RATED HYDROACTION WITH GASKETS TO GRADE GRADE TOP OF RIM END CAP TYPE CLEANOUT & EXTERIOR DECK PLATE TOPPING SLAB FOR PRETREATMENT (ELEV. 28.62) FLUSH WITH GRADE TANK BY SUFFOLK PRECAST ELEV.=28.54' LEVELING DEVICE F.F.=28.5 F ----------- 2.5'MAX. N M -- ��-...... ............... 6" DIA. -- 4.0' MAX SDR 35 PVC PIPE D PER PITCHE MIN. 1/4" P s 1' MIN. 4" DIA. 5" SDR 35 PVC PIPE PITCHED 2" MIN. ABOVE MIN. 4" DIA. MIN. 1/8" PER 1' OUTLET INVERT CONTRACTOR TO CONNECT NEW i SDR 35 PVC PIPE PITCHED 6"SDR 35 PVC PIPE TO EXISTING MIN. 1/8" PER 1' 4" CAST IRON PIPE WITH DREDUCER. EXISTING 4" CAST IRON SANITARY INVERT (IN) 8 PIPE WITH TRAP LOCATED INSIDE ELEV. 25.12' 2" MI 0O- j'\- INV.=24.88 OF BUILDING (INV. - 26.00) INVERT (IN) ELEV. 25.05' INVERT (IN) ELEV.=25.29' (DIAGRAMMATICALLY SHOWN, ACTUAL DISTRUBUTION/SAMPLING MANHOLE PIPE LOCATION TO BE ON SIDE OF TANK AS SHOWN ON SHEET S3) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 8'0 PRECAST CONCRETE PERFORATED ........ ERFORATED MANHOLE SECTION 8'0 PRECAST CONCRETE PERFORATED 1 8 MANHOLE SECTION �1_ CAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F" 4" ADJUSTABLE CASTING TO GRADE HYDRO-ACTION AN550 OWTS TANK W/ H-20 LOADING KIT FINISHED GRADE (550 GPD SECTION - --- ADJUST TO GRADE WITH N.J. SHALE - --.----RED BRICK & MORTAR (MIN. OF TWO RSES & MAX. OF 15") STAINLESS OF STONE PROPOSED HEAVY DUN AND PLAN STEEL BOLT 8 IN. 6" SEPARATION LOCKING CAST IRON COVER TO RICKWORK AND STRUCTURE GRADE EL 28.59 1/8" THK. WASHER SEE PROPOSED CONCRETE CHIMNEY PROFILES CONCRETE NOTES: 3/6" 0-RING GASKET 6"DIAVC PIPE 6" LBOW NOTES. " 2.0 MAX. 20" 1. CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. CSD 28 DAYS. CHIMNEY S25MAX' 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR X6" 60' WYE BRANCH 2. ALL FRAMES & COVERS SHALL BE HEAVY DUTY, H-20 LOAD 35B SPECIFICATIONS 2. LOAD RATING: H2O BEARING, WATERTIGHT, INSECT-PROOF AND LOCKABLE. 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND ,. FLOW PRECAST OR APPROVED EQUAL soft-3t 3. CHIMNEYS SHALLBE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT. (TYP.) WATER TIGHT HEAVY DUTY LOCKING FRAME TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL 4. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED & COVER N.T.S. ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. N.T.S. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. DOMED SHAPE FOR Il-DUCTILE IRON 3'MIN. UCTILE IRON 3'MIN.---1 5. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL MAXIMUM LOAD STRENGTH COMPACTOR AT 6" LIFTS. INVERT (IN) HANDLE FOR EASY REMOVAL OF DOMED SHAPE FOR ELEV. 24.79' 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF SAFELY SCREEN SIZED TO FIT INSIDE MAXIMUM LOAD STRENGTH ANY DISTURBED AREAS. FIRST 24" RISER HANDLE FOR EASY REMOVAL OF 25'MAX. SAFETY SCREEN 7. ALL LEACHING POOLS TO BE INSTALLED AT THE SAME 0--- PROPOSED UTILITY ELEVATION. - SIZED TO FIT INSIDE NOTES: 1. SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE FOR FIRST 24" RISER A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. 0 21.25" 01A USED WITH OR WITHOUT SCREWS 2. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING, ALL HOUSE CONNECTIONS MUST BE 0 25.08" CAN BE USED WITH OR CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE WITHOUT SCREWS BUILDING. U' SANITARY/UTILITY CROSSING DETAIL N.T.S. N POLYLOK 24" SAFETY SCREEN POLYLOK 20" SAFETY SCREEN p POLYLOK 20"0 HDPE, PART NO. 3009-SS POLYLOK 24"0 HDPE, PART NO. 3008-SS (OR APPROVED EQUAL) (OR APP NOT SD EQUAL) u N.T.S. I/A O.W.T.S. NOTES: 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON-SITE USING A METHOD APPROVED p BY THE MANUFACTURER. 2. THE DESIGN ENGINEER SHALL OBSERVE THE O.W.T.S. PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. +� I THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANTICIPATED SCHEDULE AT LEAST 48-HOURS IN �-•e v 3• I ADVANCE OF WORK. THE CONTRACTOR SHALL NOTIFY SCDHS FOR INSPECTION IF/AS REQUIRED. V, 4, , J 1 E Lj `-' 3' COLLAR 3. THE CONTRACTOR SHALL PREPARE A COMPACTED 3" BED OF ASTM C33 SAND AT THE BOTTOM OF THE FEB B 5 2023 C: colter EXCAVATION, AND SHALL SET THE STONE LEVEL TO WITHIN 1/8". THE CONTRACTOR SHALL PLACE THE I/A v O.W.T.S. ON THE PREPARED SAND BED (AND/OR CONCRETE SLAB WHERE NOTED) AND SHALL SET THE I - TANK LEVEL TO WITHIN 1/8 INCH. Soumoia i ow i Planning Board _ I BOTTOM OF POOL. 4. UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 10'ti . VERIFY THESE LOCATIONS. > ELEV.: 14.12' U 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ANY DISTURBED AREAS. 3' MIN. ABOVE, HIGHEST 6' MiN..PENETRATION INTO 6. AR P STRUCTURES, ASSOCIATED APPURTENANCES ALL CONSTRUCTED DATE BY DESCRIPTION APPROV. BY ALL SANITARY PIPING, STRU U AND IATE AP URTENANC SH BE C T CTED IN ACCORDANCE WITH SUFFO K R U EXPECTED G OUNDWATER: A VIRGIN.STRATA OF L COUNTY DEPA TMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL : SAND & GRAVEL,. QUALITY STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES, DATED JULY 21, 2020. REVISIONS .:..: c ) 7217 MAIN ROAD 7. THE ONSITE WASTEWATER TREATMENT SYSTEM OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS 8. THEM OWTSOL INSTALLER DEPARTMENT M REGISTER THE SERVICES TREATMENT AND L SYSTEM E AN U WITH AUTHORIZED SUFFOLK LL COUNTY M ATT I T U C K N Y 11952 PROPOSED LEACHING POOL 13ACKFILL SAMATERIAL ND AND DEPARTMENT OF HEALTH. SITE DEVELOPMENT FOR COMMERCIAL Q0 GRAVEL 9 PROPERTY OWNEAN EXECUTED ORESHALLNBENPROVI EDENONCE SUFFOLKRACT _COUNTY DEPARTMENTEEN THE MOFTENANCE HEATH S RVICIDS. AND THE CONTRACTING & STORAGE n E 10. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. _ O 11. ALL ELECTRICAL LINES FROM THE BUILDING TO THE I/A O.W.T.S. CONTROL PANEL SHALL BE ENCLOSED IN 't� NEW 0 SANITARY DETAILS SCHEDULE 40 PVC AND MAINTAIN A MINIMUM EARTH COVER OF 24 UNLESS GREATER COVER IS REQUIRED f Q N -- - - - - - - - ---- - HIGHEST EXPECTED WATER ELEV.=4.5' � - -- - - - - - - - - - - - - BY MANUFACTURER. c-d N 12. ALL PENETRATIONS INTO THE O.W.T.S. SHALL BE SEALED AND WATER TIGHT. �. 0 0 W L. K. McLEAN ASSOCIATES, P.C. N O 13. THE I/A O.W.T.S. SHALL VENT THROUGH THE GRAVITY SEWER PIPING IN THE EXISTING BUILDING. NO Z CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ADDITIONAL VENTING IS REQUIRED. �n v OF NEW YORK Q TMANY PERSONE EDUCATIONFR M ALTERINGLAW OF THE �ATE ANYTHING ON THE DRAWINIGS (37 � Designed By: MF/CFD Scale: AS NOTED Sheet No. O AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS A U N UNDER THE DIRECTION OF A LICENSED PROFESSIONAL \� ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE ^ ^ Q) N PROFESSIONAL ENGINEER MUST SIGN. SEAL, DATE AND Drawn By: Date: AUGUST 2022 J L/ DDRAAWING AND/OR IN THEESCRIBE THE FULL SPOF ECIFITHE CATION (NYS ED NLA E n SECTION 7209-2). Approved By: RGD File No. 22064.000 MODEL NO. PUMP COMPRESSER POWER CIRCUIT 120105 = G II 04.5185 n BLK y— BLK M1 BLK ��; L��` �\ PAGE . 02.0407 054971 L1 SP1 SPRAY ° 06.0801 > N WHIT WHIT N _ �J — j PUMP � 1 02.0718 ° ° > \ MOTOR PUMP RATINGS: In ,�� 3/4HP © 115V 02.7 0 2 70° CB2 M2 CSR 6 LOOPS 11 G � 15.0 F.L.A. s�2 0718 ° a_- BLK '"-1� BLK -- I BLx --FR—P-1 — — — — 7 RECIRC \PUMP RATINGS: ° `1 PUMP 3/4HP @ 115V .+ ° ° 1 WHIT I-, WHIT r�—— — — — - M OTOR 15.0 F.L.A. 6'-4" Ln Az ZT- T— --I I CB3 M3 z � BLK O BLK —� Buc 1 �'1 � MIXER \PUMP RATINGS: �J I ° WHIT PUMP ) 3/4HP © 115V ° ° 02. 407 ° N - - - -� MOTOR/ 15.0 15.0 F.L.A. CB4 Ili _ G GRY GRY C1 _ _ _ 7 COMP \COMP. RATINGS: — ° ° ° ° WT MOTOR j 1/4HP @ 115V 04.2686 ° ° 06.3300 ° ° ° ° 05.8303 5.4 F.L.A. ° ° IF!, ` _ 04.7683 NOTE: ALL MOTORS CD MUST HAVE INTERNAL 13 NJ Cn OVERLOAD PROTECTION. GPLC CONTROL PANEL BLU LR1 —Q1 RED WHIT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES W/ HP80 COMPRESSOR M1 BLU LR1 —Q2 PINK wH M2 WHIT 11 0DO E PINK QDR—E�CIRC H D-D3 RUNNING BLU LR 1 —Q3 YELnM-I M 3 w�'T LZEL:M MIXER RUNNING BLU LR1 WHIT LR1 —Q4 BLU RED 16 PLC INPUT FL LI AS-1 BLU PINK JBLU RED RUN A U D. ALARM 8'-8" H WA MUTE ORG BRN 7'—58" BW (TEST o EXISTING INCOMING SERVICE ALARM NEW 20 AMP, 1 POLE BREAKER LIGHT UTILITY �� RED BLK wHr 110 VOLT, 10 SERVICE TO 5 — w-w w 5,-28„ RED 2#12, #2HYDRO—ACTION 3/4"ONTROL PANE PVC CONDUIT ENABLE A BLL, 1 2 YEL I, 11 PLC INPUT 24" OVERRIDE HYDRO— HYDRO— CIRCUIT BLU 3 .� 4 YEL wHI AIA PLC INPUT ACTION ACTION BREAKER METER I 1. �- 5'—s" - I BLU CSR WH/PINK COMPRESSOR PANEL PANEL �--2'-8,1' —I72PLC I N P U T 7 3'-11 CID TIME DOSE TAN 17 PLC INPUT B"' 0 DEMANDEXISTING 2#12, #12 GRD GROUND RO SPRAY 0 TAN/VM 18 PLC INPUT IN 3/4" PVC CONDUIT — BILLOF ATEA L NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. GENERAL NOTES: N 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. o MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. W1 B1 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 a ITEM PIN DESCRIPTION QTY: REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in—lbs. WIRING DIAGRAM FIELD WIRING MUST BE A MINIMUM OF 60°C COPPER WIRE. A-180056 TANK, AN550 245 NITROGEN REDUCTION 1 cCHANGES TOLERANCES DRAWN BY DATE N.T.S. 0 FI I-,' A 180055 TANK, AN550 245 PRETREATMENT 1 F DECIMALS C. BARRICK 11/3/16 SCHEMATIC, ELECTRICAL B 100118 COUPLING, 4" SCH 35 PVC SXS 1 v, r�N.: E xx= (0105 D FRACTIONAL MATERIAL SPECIFICATION: x C 240018 FG CONNECTING PANEL 24X19 2 N -:...:.a.��w �-� SCALE: PART N0. B X/ANGLES64 120105 C1 160028 ADHESIVE, CARTRIDGE 1 S�IaTICI'PODUCTSII�C A AS NOTED FULL X• = t,i2• J C2 240031 SCREW, 1 " #10 SELF TAP PPH ZINC 2 D 760066 FASTENER, 3/8-16 X 3 3/4" AT HHCS 1 ° D1 200013 NUT, 3/8"-16 SS 3 , FEQ 2 2023 I L - - o D2 200006 WASHER, 3/8-16 SS 4 Soutrliia I wvr,P►anning Board D3 200034 WASHER, SS 3/8" LOCKWASHER 1 - �73 E 100110 ASSEMBLY, RE-CIRCULATION 245 COMPLETE 1 F AP600-P AP600 ATU W/ PLATFORM COMPLETE 1 DATE BY DESCRIPTION APPROV. BY U 4- G EC50-30-L100-PLC EC50-30-L-100-PLC 1 REVISIONS H 100023 PIPE, 4" PVC SCH35 (1 ) 16" LONG 7217 MAIN ROAD 100023 PIPE, 4" PVC SCH35 (1 ) 28 LONG MATTITUCK NY 11952 180111 TEE, STRAIGHT 4" SCH35 1 SITE DEVELOPMENT FOR COMMERCIAL Q0 � r4-) , CONTRACTING & STORAGE E K 100023 PIPE4" PVC SCH35 (1 ) 10" LONG E EW Y E • . AN550 245 NITROGEN REDUCTION SYSTEM DRAWN BY: A.DAVIS �� 0��" SANITARY DETAILS 2 I • a ST£F� � �>� N • ® • APPROVED BY: SIGNATURE DATE: REV• PART# N hydro ction' 06/03/14 00� L. K. McLEAN ASSOCIATES P.C. O 'green from the ground up H A— 1 8 0 0 5 6 1• ,yI O [ N O 1 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 TMIE EDUCATIPROHIBITS ANY PERSONNFROM ALTERING LAW OF THEATE ANYTH NG ON THEOF NEWKDRAWINGSDesigned By: MF/CFD scale: AS NOTED sheet No. g7 Q ATHE ACCOMPANYING SPECIFICATIONS. UNLESS R'S \Q v ND/OR UNDER THE DIRECTION OF A LJCENSED PROFESSIONALENGINEER, E CSI PROFSIONALEENGINEER MUCH ALUS'TATIONS SIGN, SM DATAREE TSE AND ti "—"" Drawn By: MF Date: AUGUST 2022 \ Z SECTION DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR SPECIFICATION 2 9Fl2JJ TION (NYS ED. LAW Approved By: RGD File No. 22064.000 J u 15�, 15VO 400' w� �g ,00 W 5 4 'c T", X $ 'OUNTY MP STA W ATER AUTHORITY PUMP ST A 3 1,61 R "u P Qi, �4 A, 1-1" ounty water AUL . . .... r1coricy ��.<.............. & 'TH N, V', 1"A ST 0 Sa� "A q," a S(, M� -W M-J! Matt Med TIC PO Box 1295 je,NY, 11935 1,,cmnR #: -114 "75T�"'�;I 41'11�11 A" V -m.UC-06. -0 00 0.0( Ff-lV LLC �7 Z ng:B(General Bu 2211i 122.00-06.00-035.0 7 pwv, Main rd LLC ling: 1:3'General Busin A o", 5 V R "A "PI, ,pg�� -4, "IA! Or V4 'Ne "'N "rn >�,M, `q 61 4 g 01 '4 %4X 11 ", f",�,,, , wl�l 111fiRki""""", �z 11 �,itt Med LLC ice Charles v th Box 1295 Q 'chopue NY, 119�5 4, o4 Busine%, a� #0 0 "w'41 N, 'SCTM#: 0 122.00-06�00-033- 1000-122.00-06.00-035.004 5 Main road corp k, Laurel Stone Sply Plus Inc 9865 Route 25 Box 649 4t VVIaMIUCK,NY, 11952 v Suffolk, NY, 11956 7oning: B(General Bus,,,U��/ Zoning:B(General BLJSln�.. CIA ""o SCTM#: N RIPPR0 A e� 1000-122.00-06.00-035.009 V?, Suffolk County Water Auth rity 14,il!"",A N%� MkOk Zoning: B(General l3t: �,$) AP 4 CTM#: 1000-122.00-06.00-0-�-,k,) 6 �vq oodhull Terry a "4 Buildings with Land Usage Woodhull Laura N! �;V . ... . -122.00-07 00-001 SCTM#� 1000 v�) /255 Main rd, Mattituck,NY, 11952 Low Density Residential 0 0 C �oning: B(General Business) .01 iin rd, Laurel, NY, i1948 Commercial 40� V izoning: B(Gener 0, al Business) Not within 200' Pl� ')3 NO xl�,, SCTM#- 1000-125.00-01., J9 Distance from Site Location REVISI Edward Schmidt CM 200ft 11952 n rd,Mattituck, NY, 71, 7217 MAIN ROAD (General Busi ness) M CM Site Location TTITUCK, NY 11952 SITE DEVELOPMENT FOR COMMERCIAL Curbcuts CONTRACTING & STORAGE Jk r Adjacent Lots J 7 200' RADIUS MAP R -M#: 1000-122.00-06.00-0 0 �0 SCI 36.000 50 ft 2 4* - L. K. McLEAN ASSOCIATES, P.C. 6955 Route 25 Corp. CON%LTM,ENC4NEERS 437 SGUTH 0,00MY RD.,PROMHAVEN.NEW YOW 1109 'T MM"A"R v 6955 Route 25,Laurel,NY, 11948 H, MF,/CFD AS NOTED ��;-�-ling: B(Genefal Business) �4— N, ME AUGUST 2022 TOPOGRAPHIC SURVEY OF DESCRIBED PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK AREA OF PARCEL = 80,466± SQ.FT. OR 1 .847± ACRE 4 LONG ISLAND RAILROAD _ - 307'23' 3400 33.64 Pa97 W �\ 9337 N gig• E 32----- N 33.2318' E N 3323 WOODED 31.51 x \ / Q 3106 DEBRIS ' t (� 50.41' EASEMENT // 8 100 I 31.93 I S GE OF W 6' C LINK FENCE _.� �� EDOAD \ \ •x31.63 � � x3°•61 N / v' HAIN r� 1 (/ - T �� �. _�•� P7.9+ 27,95 �� - \ 1 1 I I 1 N T 6 \- 2917 x ASONRY �'.1l.31 34.06 \ `CL j /3%60 of .\, ,� 1 MATERIA \ \ \ / x2932/ ( MON. ¢ J3 3±21 --�- :.� ` (/ Q\ / �x2a08 X28.09 \ / I /FETE 3 -4.40 34.88 x M� ✓ ' x2984s9 . x2.136 \ \ BAam / E V .x x,551 41 LOCK. (6 2x94 / \ / 30.31 WALL. '�. '. x29.37 / x28.47 1 x'7,80 FETE 32� 'x2927 p ^, / / 30.46 .16 .07 9.94 2978 l'� ', `N I \ \ ��' CANER 29.95 x30.07 29.98 x•01 y 31.93 X 3417 fie\ -� �_ \ 28.04 \ / EAS 29.98 3402 94IP TV 31.82 .P9+9,\x. 28.68 TV 3811 .1948 x x CORALER �-x28.74 x. / ±2.108.��_ ' LXV ER32x •. 29" Pa6g MASONRY MATERIAL �� ��G_x "� I l.3•v x 29.33 '�. - ', '. j •. PaB6 26\ \ \ 27,70 \� 27.75 X l '�. X2938. •• g' DEBRIS/PALL£\ xPa62 x2735 \ / x 2748 I / 2946 Xl�. •_-• �. ." Px.9.12 „ 28.95 2ft72 lr�� ��' V� x%% 2934 / 29.35 ' P733 / W X29.29 28.05 / Q W x 2865 x 28.08 1 `- � x .Q', MASONRY MATERIALS .112.17! 263e xP7,s1 / I 04 88,93 _729 . . J xas" 1a= .. x2844 -��3�"'�� 3°X1 / \\X x3 / ' ill L1 •. Z�, - �. x �- / - / L_ x3437` I / / / \Y�781 b I x3437 I/ `� I P9ao x .A Q 28-"78 ~�� �.y Pa71 X2.102 x%53 / ` ^ •,' '. .,j, y xPa34 X24.20 \ 797 -- \\\ / x N/F x2909 M cU �' W.�. /• .1333 J c®er�R MATT MED LLC xFj ' I I \ �� / / CQRf-kR 26EWE 54 La4a:.}^v - x28.08.' ' 27.90 Raw ,�- x 2.152 x V' I 1{ X f- A Q MASONRY MATERIALS xPaw 9• '. .' a ��. 3 / I \302+ k I 31.93 � I %� 28.. Ra65 MASONRY MATERIALS InI \ J x-� •x Pais �. X2a45 x2864 j %_- 797/ 32 7 18' / ^� (� x28.39 \ \ 1 2827�- �/ I// /• 6' A DEBRIS // --� . 3.1.12 �, -4 I 11 // 31 •3458 89.10 Ld 14, � V I .x Pa% 33�1,P[ x28.+2 I m32J4 x i -_ J x2798 \x. / X29` PALLETS/DEBRIS I I`L 20 /y / 30" �. 2852 - �'�x 27.80 P7.7S / x2.146 \ \ 88,10 Pahl' X2933 2790 _� x28.12EDGE WORDS Pa39 P8.2+ 2a36 _ _ 3r 28.60 ,27 / x27.87 x27.64 x 2928 \ 20, 21 Z.�2B / J � 83_ x8& � //��`�,, PB.16 282) 334 12 4 / 71 x2786 MASONRY '\ .L}•3'' / 6' 8' / �i 3431 \ I MATERIALS \� 6' 12' \ _/ \\l/' 12, WOODED 211.E 6' i1\ 6'1 k 16' pf 7'/TWIN 7' 16. 10' 6, 10. 9' 10' a 3404/. 2s.9 X722' 6• 6'CHAIN LINK FENCE i 8' 12, 6' \ j I 2803'. '. 28.62 2 � I B' l\ 6' 6' './ g. ' 715 7Jkkk a x / X 2, ',• _ '. 28.+S �_ -[� X 14' 7' ��• 7.56 �� 16' 6' 1 3660 I I I I B' 6' 9' L,�/ �� �- 1 1 TOP OF PILE I \ 2799 '7' x 7 ---x �� -P7 S x�� X f , 35�� ' x24,62 T 69 2367 ` 1� -� l�.rT�X21-11 �V x 27,86 x2.102 '71 L -�- �- =x �� 12. 3514\ 3503 6• 11 --� x8724 1 .g:6' VEL 24 '\ 61 P786 279i 24' x 2 V OF GRA \ \N -� /10' \ O Zq. x 2643 I4' PILE( 6' / \\l OF ^� 8,'8 7� O / \ r1Me6'CLUSTER %.79 %.06 70E x ••V J \11, 10 XI20' 6' GRAVEL f_ I 6' 12' I III I 6• J I /1 //j /� 6' 14' TWIN 8' / k NN 9. 'a' / 10. 29 14%6' 2i y 9 6' 71 16' 20' . ¢ .14' 9 I I g. 8' 8' g' X 2544 .�z 0'. ' l 6'. 23x/ / � '48' 2242 N L 22-M 6' 501' PIPE 0.6'W 27 6' %.46'� J040W x � 7' 2275 24 I 6'CHAIN LINK FENCE 14, O - i 2393 250 8' 24.63 g. x BRICK •�_ . " .' I POST B❑K MON. MON. POST xRAW Z O �CkND ae .FENCE E / IQ. W. C� ^ .% . % N/F / l X '^ 41 x 2331 TERRY AND LAURA N/F Pa66 V " Lll '.;. WOODHULL 7355 MAIN ROAD CORP. pL?.' co oe- Q �. Q o 01 V P.104 x P.159 V �.~ ' , - / / N/F 3 L (� MATT MED LLC, / ¢ z / CHARLES V AND GARY J SALICE cv O3 1-1 (� Pa29 x� .4~. P28X�IO .• CA 2304 {{ / x2315 22.761 X' 3�2 BROKEN PAVED STARLIT£ 2279 " SIDEWALK. .� y UTO BODY x 10 'Pi.7 i` x23° 23 ' MON. �. ---------------=- ---------- - - - - ----- - - - - - CON R T� ALL(. _ _W_____ ______ _ � CONCRET£SIDEWALK S 40.40'48' W ® E # 3 EDGE OF PAVEMENT G x2271 x 2,78 2278 x 70,00' EASEME_ML23 22.97 -� x- -x2.106 x 23.25 X 23.30 x 2330 MAIN ROAD SR, 25 (VAR, WIDTH)) x23.40 x23152 x2363 x2a67 x2365 NOTES X23=2311 xPaP7 x23•+2 x2343 x23,39 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. EDGE OF PAVEMENT 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, x P313 x Pazz x 2301 LONG ISLAND ZONE. 3. ELEVATIONS REFERENCE NA VD 1988(GEOID 12A). 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED 3 LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE ►D-� NEW YORK STATE EDUCATION LAW. Z 5• ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S "EMBOSSED"OR "INKED"SEAL SHALL BE CONSIDERED TO BE a VALID TRUE COPIES. t� 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM LEGEND THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE Q • " • • ' •• ' • ' •DECIDUOUS TREE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. .. .. .. .. ' • 'CONIFEROUS TREE O ' ' ' ' ' ' • ' '• 'UTILITY POLE 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. �E " ' . " " . ' . '" •ELECTRIC MANHOLE (��• • • • • •• • • • •FLAGPOLE 8. THE SURVEY CLOSES MATHEMATICALLY. )DQC ' ' ' ' • ' ' ' ' ' 'WATER VAL VE 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT v • • • • • • • • • ' •FIRE HYDRANT LOCATED ON THE GROUND AND/OR RECORD PLANS. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, GROUND LIGHT SIZE AND TYPE BY THE RESPECTIVE UTILITY CAMPANIES. ® . . . . . . . . . . .TRAFFIC CONTROL BOX x23,52• • • ' • ' '• • • 'SPOT ELEVATION 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT. SUBJECT TO ANY EASEMENTS, CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY rw TOP WALL REVEAL. -o-o-• • "• "" " " "" "SIGN DOUBLE POST RECEIVED -w.• • ' '• • • •• UNDERGROUND WATER -E ' ' ' ' ' ' ' ' ' 'UNDERGROUND ELECTRIC AUG 2 2 2022 -G-" . . . . . . . . 'UNDERGROUND GAS u o own ' ' ' ' ' ' •.' ' 'EASEMENT AREA Planning Board DATE BY DESCRIPTION APPROV. BY REVISIONS Town of Southold n Suffolk County, New York 7217 Main Road MATTITUCK NEW YORK TOPOGRAPHIC SURVEY v -= ?'01;, GRAPHIC SCALE � R sT�� '_,' L. K. McLEAN ASSOCIATES P . C. so 0 15 so so azo CONSULTING ENGINEERS & LAND SURVEYORS SUFFOLK COUNTY REAL PROPERTY TAX MAP NO.: Il- A I herebycertify that this ma was made from an actual survey �' P y 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK DISTRICT 1000 completed by me on 05/10/2022. 1 - SECTION 122.00 z«- BLOCK 06.00 Designed By J.P./J,P,L, Scale: 1'= 30' Sheet No. LOT 035.007 ( IN FEET ) � �� � 0,5052.3 `�� 1 inch = 30 ft. �1�' �;� Drawn By; D.M. Date: 05/11/2022 TAMARA L. STILLMAN, P.L.S. F7L h#�5 NYSPLS No. 50528 P,,\22064.000 7217 Main Rd Matt/tuck\Survey Dept\Drawings\22064,000 Survey,dwg 4/28/2022 1:48 PM Tamara Stillman Approved Byl T,L.S, File No. 22064,000 i 'A % i A% D MATTIT UCK , NY � 2 APPLICANT INFORMATION : DRAWING DRAWING LIST s,:: �3,�#,".. .' � �,g>�.f� '•ss, ,�._ '..:-. NUMB ER DRAWING TITLE APPLICANT NAME....... TERRY WOODHULL (7217 MAIN ROAD LLC) w T 1 TITLE PAGE Q``it ��r, 'a: {�L' �� I I: 3 �� ;)'•t-, z o� kw,.�; v << ADDRESS:.................. 1730 COUNTRY CLUB DR. F A l M, �- L00R PLANS " IQ„ CITY.......... T H E „ s. �a ELEVATIONS IONS K a F. d« � a a' z STATE.... NEW YORK ^ a a - t e , ^a � C 1 EXISTING CONDITIONS ZIP CODE.. 11935 a PLAN x 4 a „ x z .. 3, a F z EROSION� SEDIMENT < w. Ra,a. ..;a,f." - p,Q< ,. ..a,., ^..,.. ..., ra.. .:.," ,Fv ...,. ;. � �,`,k' ,,N.•,; 'Y t l+ C 2CONTROL PLAN „ DEMOLITION N & REMOVALS OVA .. - �A r' �v N t,r. sx PLAN SITE INFORMATION . > 0,10 C 4 PROPOSED SED SIT E PLAN y 1� ,G e t L< n. R 4 v C5 GRADING 8DRAINAGE PLAN oTOWNSHIP........... SOUTH LD Yr , ,...,,.. ,. ..... , , 3a....^ .. .... 3e,,.z. ':., ,.. a.v.• x «'x s^^.. .aPs ,.,..W ,... � ,k rf€' ,.#5:'°, .w , ,v.t„.W'.; C�.P .......-, v ..../ 8 , k .-, ...: -: _ :a,,• :., x b. ,,V�ba+dae .< ......, .... ` C6 LIGHTING PLA !b D, rfi A HAMLET... EL �«- , c 5 C7UTILITY PLAN x L N a, T..... MATTITUCK FD FIRE DISTRICT F rJ C8 PLANTING PLAN , a a.:� ^, � max:` xm^,,, a :� a a; „ a w a . as , � r �< a a xa., ,a.,.. S.C.T.M. NO........... 1000-122.00-06.00-035.007 f y ,,. :. 1, a .� ,� � 7 reg � C9 IRRIGATION PLAN e g :. .<:.<.«3x � <:: `.:`.. ” .n.'.'.'': 't .tai . r ..,, ., >" ', v, `.: :,. .....,afe. ., ,, ,..d,n /... �... ,,, ..4 Tx ...e ><' � .' ;. -a„: x=:;. ,. :k.,. <. ,,:: ,., .,r ..4.° )'.':' �.:t ....,t......v..2,Y,; ,•x.'.xt: ::: .v.s ':: .. ,s e _.., x ,., r. ."1 z.. ...,ay �.C,.•:a. :°:';;•.x. '., �:. :.D 1 .847 AC . , „ AREA OF SITE...... 80 466 S.F. , .,, � x F x , � �� ��,4 t : .- C10 RPZ DETAILS 9 1, CURRENT USE ..... VACANT ARY PLAN z a S2 SANITARY DETAILS PROPOSED USE... PROPOSED STORAGE BUILDINGS Q ., f r ^ h i. pp ? , ..;, p" r , ...^.E e l .... 3�yT ,...: .qn•. .,,.-, -0. L,<: .y3,! A`xw,�', 4 S SGL S3 SANITARY DETAILS 2 .''. B t a. t is t a:a arf f k :r , r-a �Wy MR ' �, i k F,,a a'a"` '`� <., � a Y:' 1 `1' �•'`::- g� /il ' d 6` .;1^ 'Y"„a a^ � 2Ya/ � •t ,�n£'a: Y �:�•F�"C l '« ,Y $ ;,Y)<3' 3 l' WIT w, fYr. F n, Q._ n PROJECTr F ^a _ LOCATION 0\1\- U-) PERMIT PLANS FOR 01TE DEVELOPMENT FOR v n, I RECEIVED C� AUG 2 2 2022 C ,_--Southold Town _ AL �7 0 M M E R k// CONTRA /�'� T N Planning Board STO RAG E Y DATE BY DESCRIPTION APPROV. BY Ub"NUST OREVISIONS 7217 MAIN ROAD MATTITUCK NY 11952 SITE DEVELOPMENT FOR COMMERCIAL c� z CONTRACTING & STORAGE I OFNEyy� TITLE PAGE O o N o �J r .� L. K. McLEAN ASSOCIATES, P.C. d C� �� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0 LOCATION MAP THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Q 5!69$5 �V\, y: M F/CFD Scale: Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed B AS NOTED D N N.T.S. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL RE SUCH ALTERA CCIONp\' THE Q / PROFESSIONALEENGINEER MUJ T SIGNS SEAL, DATARE E AND J tt Dra W n By: M F Date: AUGUST 2022 DRAWING AND/OR INT SPECIFICATION(NNYSDESCR BE THE FULL NT OF THE ALTENEDNLAWE SECT 4 7209-2). Approved By: RGD File No. 22064.000 1441 - 011 2`11 _ 011 241 - 011 24 1 - 011 24 1 - 011 241 _ 011 241 _ 011 - 7 0 Rest Rest Rest Rest Rest Rest Room Room Room Room Room Room IL Office Office E Office Office Office Office 7771---- Preliminary Floor Plan - North Building 961 - 011 241 - 011 241 - 011 241 - 0t1 241 _ 011 i -1 r � I I In C- 0 0 0 In L- Q 4 Rest Rest Rest Rest . ` ' 0 �" Room Oeo Rcm ROOM AUG 2 d 2022 U 0 _ S��ut;lolc' gown Planning Board U Office ®ffICO Office Office DATE BY I DESCRIPTION APPROV. BY D REVISIONS 7217 MAIN ROAD MATTITUCK NY 11952 Q SITE DEVELOPMENT FOR COMMERCIAL CONTRACTING & STORAGE FLOOR PLANS � N - 0 Preliminary Floor Plan - South Building L. K. McLEAN ASSOCIATES, P.C. N O O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 �- 4 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS » > ff Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: 1 /8 =1 —0 O AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE Al PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022 A I DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Q / DRAWING AND/OR IN THE NSPECCII SPECIFICATION (NYS ED. LAW Approved B RIGID File No. In PP y 22064.000 ❑ ❑ F1 0 [1 F1 ao 00 0� o0 NN NN Preliminary Front Elevation North Building -Z Preliminary Side Elevation North Building n L 0 Preliminary Front Elevation South Building 0 c- o _ 4-1 [R.EC F-D -c- 0 AUG 2 2 2022 U Sout,',o!d I o w n i Planmng Board U V 1-1O DATE -F—By DESCRIPTION APPROV. BY 4-1 REVISIONS U 7217 MAIN ROAD MATTITUCK, NY 11952 E SITE DEVELOPMENT FOR COMMERCIAL Q c- c- CONTRACTING & STORAGE Preliminary Side Elevation South Building ELEVATIONS 0 00 L. K. McLEAN ASSOCIATES, P.C. 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 9-039 Sheet No. Q0 Designed By: 0 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS MF/CFD Scale: 1 /8 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROkESISIONAL. ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW A2 SECTION 7209-2). Approved By: RGD rile No. 22064.000 L[7NG ISL6ND R61LR06D 30723 30.00 - .117 TOPOGRAPHIC SURVEY OF 11� 33.37 Cu r- I. DESCRIBED PROPERTY eo E: 3-23' N 33*23 VOODED 31.06 '51 x DEBRIS 95 r,,,, X30,9? SITUATED AT 0, EASp4ENT 41 31. or WOOD 31.63 X 30.61 MATTITUCK 6' CHAIN LINK FENCE: EDGE x r 17.94 27�5 X IMA SO'N'R Y . - __1 _ r 19,471 .;91 1�731 41 TV 34.2t _34.Z6 1�19 x TOWN OF SOUTHOLD MA TER A MON -;Y4-31 34.06 j x 29,7 -1 34.60 �d�� v egoo x FENCE SUFFOLK COUNTY, NEW YORK -4 '8:1 31.21 X28,09 x ENR M - 29.59 ople 34.98 '_11R4 \7109 34.40 34.98 x 4. LUCK 30.41 WALL Ld AREA OF PARCEL 80,466± SQ.FT. OR 1 .847+ ACRE x 29,57 FENCE 30.46 32- 3a X?9,27 CORNER t .11.41 9.94 09.78 Cn B.6E .6 98 30.04 29,67 P9.04 F ENCE P9,95 x 30,07 29.,o TV 31.95 x \30.17 29-9a 30.02 39, TV 31,2 R949 R9.48 x TV 32,11 -X' -XES.74 28,18 13V ,/ 11 _,X X'� 29,3R x '5��29.28 X i�8;69 MASONRY MATERIAL \T EZ 75 N- E8,86. r177M x X 2Z35 ftj •P9.35 09.58 DEBRISIPALLETS XZ48 r 01 �_ W� --if- 1 h-9.00 2R- x )'/',-g, NOTES E9.46 x X E8,26 R934 \�7.09 2aa5 35 •B9.29 x�.,5 x 28.08 / - / 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 16,39 _j �ASOqRy MATERIALS X2791 -x Z 2. BEARINGS SHOWN ARE IN NEWYORK STATE PLANE COORDINATE SYSTEM NAD83, 1?893� 2' x R805 x e848 30 X 30,37 LONG ISLAND ZONE. Q) x I (,, 28.71 x Roop x 06,511 x 28.34 x 99.1-0 (1&33 �X 197 x NIF 3. ELEVATIONS REFERENCE NA VD 1988 (GEOID I 2A). __x _j CORWR x 99.09 is rENCE MATT MED LLC (ki 111% DEBR 61'r x 28.89 ON xR8.69 1`9 _j _j �C= 4. x Pao? IMER UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED R7.90 LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE 28,52, E848 x Q MASONRY MATERIALS NEW YORK STATE EDUCATION LAW x Ir- i 1' 1.25 30,- k pa5l _� )5 Z I/ I x 28.59 31,93 10, x MASONRY MATERIALS _*8 66, X B8,75 X 29.45 X,111,114 3-1, 7 __!_- x :�� 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF x 28.39 0827 6 - ----- 0 Lri THE LAND SURVEYOR'S "EMBOSSED"OR '7NKED"SEAL SHALL BE CONSIDERED TO BE DEBRrS11 . Ili,m- ON 30,58 X 28.06 111)4 VALID TRUE COPIES. X P8.42 x PALLETSIDERRIS \\1 x Pa46 61� x 29.33 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN -30 P8.10 - 29 -7Z-,.x,.90 x MIR �FDGE OF VD__\ _,(� __ - - x PRE! ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS 1 29.36 Z F824 2�.60 a7.95- x E7.67 X 11,114 32.- 1313 ADOPTED BY THE NEWYORK STATE ASSOCIATION OF PROFESSIONAL LAND 8 SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM 06.16 pe,2� r- m 84' THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, T_ 1 32- 1,, /\ 6- k GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE x 27.86 1> 6' 6 7' 6 8. --- ,-, 9 30,51 ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 10, . _\' 6'1 TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. MASONRY 11-1 ICIDED 6 /�_ MATERIALS 6' 12, 6�\ 16' 12, k 9. 7' TWIN 7 6' 91 10- 28 16' 10, 30.05 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 10- 12, N LINK FENCE -6 6' 6.8 16 2zi 61 06' CHAI 28.62 12 7'1 8. THE SURVEY CLOSES MATHEMATICALLY. 2845 14' 16' 6- 36,60 1 7.99 7' 9. 1�7) x 30- 10, T OF PIL 35.6 k, 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT 7 7- r13_6 9_X .55 2367 x 35.14 6' 6' x / 4J LOCATED ON THE GROUND ANDIOR RECORD PLANS. BEFORE ANY EXCAVATION IS TO 96 x 2810? 7' x 6.117� X27 93 #4 BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, 3"" -11.4 81 '6 03� 0'116'18' >< ftj SIZE AND TYPE BY THE RESPECTIVE UTILITY CAMPANIES. 6 -30 e65 f RZ86 10, r) % 96.44 6' (b X 26, 14 PTL_r p6.06 13 / . 6 x us R6.79 IN 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT SUBJECT TO 61 CL 7' 00, 10-, ANY EA SEMENTS, CONDI TIONS OR ENCUMBRANCES AN UPDA TED T/TLE SEA RICH MA Y GRA VEL REVEAL. 6' 6' �121 14' TVIN Iq 6, 6' X4��6.02 v13p 91 10, - 20, 14'16' 2zo 7' 16, 18- _j 8, a, SUFFOLK COUNTY REAL PROPERTY TAX MAP NO.: 14' 9 6 X 25.44 0, .1.01, 03,.w 6' PIPE 6'W DISTRICT 1000 6' x IS 10'40'48' V 245,01' 6' SECTION 122.00 -.46 27 7' 6 CHAIN LINK FENCE ?0.75 14' 18, BLOCK 06.00 LOT 035.007 R4,42 x BRICK POST MON, MON, BRICK POST X 24.09 0) a4- X U) �z 0 CL LLJ N NIF ()j CID C_ 23,6X6 Aj W In x 23.31 1 TERR Y AND LAURA NIF 0 62� 011 WL7L7DHUL L 7355 MAIN ROAD CORP, 1, -Z� u rz) - 0\ C-1 _j C_ _j 4_1 U) ON x CY- Q, N NIF Q Li- x e3.o4 MATT MED LLC, Q) Qj, I '�z C-� W * � I CHARLES V AND GARY J Qq I SALICE .C- -�z t:j Z- 0 :�-- LLJ %Z aN ��i 4_1 14 22.89 C) V x -l"I'D 0 k3 F�. p 23.04 C_ 0 XR315 AUG 2 2 211?? u 22,X76 X 1-11 -S BROKEN PAVED STARLITE ow I'� SIDEWALK UT17 B17DY 22,v P3,04 x 22.71 Planning_�oard____ 196,73" r -------------X� x > ---- - -- - --------------------- ��cLWE�I�ETE SIDEWALK LEGEND -7 S 40#40'48' W 0 E # 3 G X22.71 G EDGE OF PAVEMENT x P?,78 22.78 x C) DECIDUOUS TREE DATE BY DESCRIPTION APPROV. BY 70,00' EIASEMEAtL23 02.97 -X 23.06 - - X P325 X23,X X 23.X CL7NIFEROUS TREE REVISIONS 4- -UTILITY PL7LE 4� 0 MAIN RDAD S-R, 25 (VAR VID TH)) 7217 MAIN ROAD 7- x 23.40 X B3,52 x P3,63 x 23.67 X B3,65 ELECTRIC MANH17LE TL A GPOL E_ MATTITUCK, NY 11952 E Elf X 23.39 WA TER VAL VE SITE DEVELOPMENT FOR COMMERCIAL �x 23.11 X 23.27 X 23.42 X R3.43 r, C- EDGE OF PA VEMEN T -r-IRE HY-VRANT CONTRACTING & STORAGE 0 G C� X83.13 x 23.22 x,-3.01 < �RDUNDLIGHT TRAFFIC CL7NTRL7L BDX OF NE SPOT ELEVA TION C__ EXISTING CONDITIONS PLAN TV TL7P WALL 0 0 SIGN DDUBLE POST L. K. McLEAN ASSOCIATES, P.C. CD SITE PLAN. 0 -W- VNDERGRL7UND WA TER CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 - 4 7- SCALE: 1"=30' -E- UNDERGROUND EL EC TRIC THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 56985 Designed By: MF/CFD Scale: AS NOTED Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 0 30 60 AND/OR THE ACCOMPANYING SPECIFICAnONS. UNLESS ITS 0) 1 Feet UNDERGROUND GAS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL S110 ENGNEER, WHERE SUCH ALTM-TIONIS ME MADE, THE I Date: AUGUST 2022 > EASEMENT AREA PROMSSIONAL ENGINEER MUST SIGN, SM DATE AND Drawn By: IVIF DESCRBE THE FULL EXTENT OF THE ALTERATION ON THE < <� DRAW%AND/OR IN THE SPECIFICATION (NYS ED. LAW C 1 In SECTION 72D9-2). Approved By: RGD File No. 22064.000 1 N/F ORITY _ -u.ir'E'=rf..;<s. { ' ; ' t It't'.-1, , NOTES• COUNTY WATER RUTH i { I ,lI $I - IMPACT ON NOISE ODOR & LIGHT: `1t ' 1. Prior to start of any construction activity, notify .1-=':Khiyit -ti-s31 I{• IS li Itt ''" • 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO MONITORING BY A QUALIFIED SUFFOLK STATION - the Town of Southold Planning & PUMP t.=•- ;`'I'q P. i' ' _ _.�.' • 1''• EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED g Engineering 14` II I ='- ' u 307'23 TO THE AGENCY FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS. Departments a minimum Of 2 business days in ` A' 1` i�`t F { , _f advance; An inspection is required of the installed RAILR!]AD l , t1l� i / 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES LONG ISLANDc {n I'F DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE CONSTRUCTION. turtle barrier fencing aka erosion Control i i� 11 W / 1 1 tprevention/silt fencing) by Town Engineer's office _ \ 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT and Planning staff prior to clearing. t _ (u PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE WOODED - - 32 r ;� \ `�1 d CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. 3. Construction activities Shall only occur from MVN 33.23'18 \ / 00 COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. 7:00a.m. t0 6:00p.m. On weekdays and Saturdays; N 33°23'18" E DEBRIS �3� ) M 50,41' EASEMEN / 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY 4. No construction activities are permitted on EDGE OF WOODS -3 / tf� THE ENGINEER. _ I Sundays, year-round, or the following holidays: --' o• I / y New Year's Day k, ------ ,AIN LINK F=NCE 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE DOWN-SLOPE LIMIT OF ALL Memorial 's CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS AND ONTO ADJACENT PROPERTIES OR ROADWAYS; y C64 LS' Independence Da Jul 4th ? � \. ♦ ry ` \ Sj�B \3 �� J l 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO CR 48. THE CONSTRUCTION p y (July4th) r; - ON / 1 \ 6912 SF, 0\ �_ �� / l ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; Labor Day 1 STORY, BUILDING \ \ 34om Ui I PROPOSE E STORAGE 29 '� '� _� M 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC ROADWAYS. Thanksgiving / ON GRAD �29•50� \\ / / 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND H Christmas Da , / 1 D' Z - (� �F,F. � a_ _- �\ / / THE LENGTH OF TIME AREAS ARE EXPOSED; y 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND OTHER MEASURES AS APPROVED BY MASONRY MATERIAL - - - / THE PLANNING BOARD AND THE TOWN ENGINEER; O \ \ r9/ 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; 01 p DEBRIS/PALLETS y 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. PAVED AREAS AND }} 1 \ nj DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE ANY SILT AND DEBRIS; .I' _ . •, lam- __ � / 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. 9- \ z n :• .�, _� / x �/- - 2 ; 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES � MASONRY MATERIALS f �- I 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED SMALL SPILLS THAT MAY OCCUR. ( --29 x-21 � d I, 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE CONTAINMENT OF ANY POTENTIAL 29- I \� \ \. 2 { LUBRICANT OR FUEL SPILLS. �_281 DEBRIS \ - t 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. r . 3 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND HANDLING, ETC. SHOULD BE MASONRY MATERIALS ' _ �\ PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS SHALL BE ENACTED. P I IIIA MASONRY MATERIA DEBRIS ♦ ( l / l 01 --- �,2$ 29` PALLETS/DEBRIS -- L 1-30 �' J R 4, 08 1, mO L .29-- . . . . . '. ED F E C) n TTI •`'9 \ / Z7 O�17 50' MIN. 2$/ SLAB ON / I BUT SI,FYIDINT TO KEEP _ BUILDIN o11 � FLOW TB`-O"MAX.C,to C. SEDIMENT ON SITE n HSF°i�ea ATR � MAY 11I /1j1�O/ I �� rt( �/� 'tom•,\ RADE a a I. MASO Y.c'. � \ �� r �/ DED 1.E � -.� �`.^' � _J � ) >i - � -. '- '�. f ~ �:;�• - .. . D O WOO l•. �i I �'i >t ii' �f' Y'J m x u. :il,T7 ;'r ',..r •y.4}2.•>idr..st.''•y'C;�t'r`iy;wrr ,.: C J OF \ I MATE ALS \ SLOPE y� '' """'•''' .•r �- \ \/ � � � 4" VERTICAL at � 5 ':%w'"??�`•• :�: "1 J / \� i I ..�.'LVXf' C•,�..ir• J'A^'.3 it ,. 1.'+�A.v'7..`. M I .9 � FACE t �r''. I C `I t `•J`" s' 1 � , 1 I e " f I I ��O � roy�,t .•rv«`14�t,.AYT_t*•` t: ?\�s t',r..v��wM1�`•;�',-.,1.^�,':Ra'''e tl;4�S!4�i-,d'.: -.".'�4a.`•G.>Kg;c{. N BEDDING DETAIL O t5 PERSPECTIVE VIEW SD ap m I_ _ _ - TOP F P _ .S,'':•i.' :man 4:w.. ;., k r Rl Z ANGLE FIRST STAKE TOWARD rn G is n IM OF COW ACTM r-C� P I _ -- -_--27 _ 1. --_i�/ �; �V PREVIOUSLY LAID BALE. yG� 36^ MINIMUM 2 x 2 ENTRANCE- A c-�O-D I _ `---_ --_ 26 --- 1\�` __ / �i�� �.�/ �L FENCE POST a/c STDNE 6lFHD OR N.Y.STATE D.W. R.C.A. __�25- \\ �� �� I nLL 1me ryti.)AWK DMING WRI FOR DR AGE f l p £x7 �( , I I� _� [ISR(T �iE 2��?4 \ -! _ --- `�V FLOW = �� J WOVEN WIRE FENCE " c / :-27" / �^ J �/ (6x6 - 10/10 WWF) :U \ I ... ��F PILE %Cr 1`. �.- TOE ❑ .G J � i`c Z I" '\ � � ,�) c,;�; � � "" I ,- � • .L`: �.,� � ,C-L PLAN VIEW FILTER CLOTH . ' � {�• _ �� I � � � / \ j � L,of � r � r n L` -- c 2 i2 M C I I c f- ra-i '� Gk's✓.t r J"" 1 I zl _) I� I ry J _ BOUND HAY BALES Rq � �• �' ( � / %'•-f� --•, �-� .�-`.♦n EMBED FILTER CLOTH DF w-_1_?LD'' 2 i , �i PLACED ON CONTOUR MIN. 6" INTO GROUND R 0 A D \ \ I _ VIII 4 � �,�-`� �}-'"� j°.'" „�"• ��/- A^ � CDNSTRUCRGI ENTRANCE-Fd11OAnG1 a ODHPACIED I I f S/4 910NE BIDA OR N Y.STAo.0. APPROVED RCJI 2 RE-BARS: STEEL PICKETS OR in HAY BNL AND/DR TE T. S LT EENallo FILL TDIr M„.)ABOK COSTING GRADE FOR DRAINAGE. g, I /% 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: ?0 I / S 40.40�48� 1 ' \p ��C,Ol� ` _,: ,^ '€ DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA CROSS SECTION W J HAY BALES. 1/2 ACRE / 100 LINEAR FEET ' 1 CIfAIN LPNr FEro�E <ti ANCHORING DETAIL SECTION DETAIL In �I J STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE ..All NIS SILT FENCE DETAILS SCALE Ni& 6 ° O SCALE NTS 4- Bk ICK J C_ r;sr - - BRICKs C) PAST -C' ' C_ - :�. '-2 E a. qj N/F o Z O TERRY AND LAURA WOODHULL N/F DEVELOPED 7,355 MAIN ROAD CORP. 00 PUBLIC WATER DEVELOPED C_ PUBLIC WATER 7 .�. ° N/F 0 MATT MED 1 L LL] CHARLES V ANDGARY J I Ly -I ,; SALICE I / DEVELOPED PUBLIC WATER C O cr� j o F�..`N f AUG 2 2 ,(I)2 57 Southold Town �� -ROSKfDEEN qV�.7 . .'•' A\tTLBDDY _.-P.__l_annl.nq Board Q W x , 196.73' - - - - &W�RE7-E SIDEWALK ------ PROFERTY LINE •- C A'C t,..��'C�"_____ W _ �_��--�"� ,�_ W-.'�-f-• S 40°40'48' W wt •4 s _ -1 G G - 1 .0 - - EXISTING CONTOUR DATE BY DESCRIPTION APPROV. BY PROPOSED CONSTRUCTWN�F PA`_15 ' 70.00' EaA EMENr_ -23 -- PROFOSED SILT FENCE ENTRANCE W/ GATE , - _ --n REVISIONS MAIN ROAD S,R, 25 NAR "11111 -o- PROPOSED CONSTRUCTION FENCE 7217 MAIN ROAD EXISTING TREE MATTITUCK NY 11952 E SITE DEVELOPMENT FOR COMMERCIAL n �! o .C- EDGeOrPAVEMfWT ,Y?..' UTILITY LIGHT POLE CONTRACTING & STORAGE N UTILITY POLE LIGHT POLE ��OFNN EROSION & SEDIMENT CONTROL "' WELL ! PLAN r: SIGN ���.0 % �� CN 0a SITE PLAN r) POST L. K. McLEAI� ASSOCIATES, P.C. N O r~ 1f CONIFEROUS TREE I-' I a I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Z SCALE: 1"=30' CD DECIDUOUS TREE ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �69$rJ �\ 9 y MF/CFD Scale: AS NOTED Sheet No. �- THE EDUCATION UAW OF THE STATE OF NEW YORK PROHIBITS ^ �• = Designed B O 0 30 60 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS �O /� /-� UNDER THE DIRECTION OF A LICENSED RE MADE, THE /4Q rC v AUGUST 2 0 2 2 / / ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THEPRO �OSEAL, DATE AINDrGS ..• Drawn a MF Date: l�J_ L/� N Feet G J N DESCRIBE SITHE�FULLGIEXTENT ONEER F THE ALTERATION ON THE Q / DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW S� y SECTION 7209-2). Approved By: RGD File No. 22064.000 N/F y \IqpTER Z ` ", , p� SUFFOLK COUNT w SION l PUMP 3 DEMOLITION NOTES: 307,,0 'LR[7AD LDANG ISL04ND RAI 1 THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE DRAWINGS DESCRIBED IN THESE NOTES AND xi t-W Alu /10,3 2 I _0 39LLI REASONABLY INFERRED AS NECESSARY TO COMPLETE THE SCOPE OF WORK. 70 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO VERIFY ACTUAL CONDITIONS AND FULL X-t07 3r 31 1 Cq Zo N 33,,23'It .48 SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED PRIOR TO BID. N 33#l? X-1 07 in .50,41 EASEMENT' '-2.51 30 It CI) rz7�_ - 27 �0 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE AND ADEQUATE PROTECTION FROM CIF V/DLIDS - __ -29- Xu.54 29 X-1 DEMOLITION WORK. CHAIN Lr rrcr krx.I .. 11 ( X 0 7 6 XO.15 J7 -X-0.33 .33- -0.30 29 yj X .49 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, PIPES, WIRING, CONDUIT, ETC. QUESTIONS �1-2 01 X0 52 _,x 1.71 7, X-2 ri REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE ENGINEER. X 0.66 1_�, " ; 0 IM-0.21 X Obo X 0.41 X-1 61 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING AREAS TO REMAIN. X0.8p, L6 V\ _-34 X046 1 2 XO.31 X 0 5 9 X 22•-/ 8 Z X 0.56 X 0.33 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS BE LEFT CLEAN. XI" __j X Q.39 X-0 01 0.63 __X-t�,�7 X035 I - 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS, APPROVALS, ETC. FROM ALL MASONRY HATER45 23 --------- 2 33) . 0, X049 RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. HAVING JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED COPY OF SUCH X-0.1-0 X073 X0 X j,):i,1?S1PALLET\S X082 -0.4 .84 TO THE ENGINEER. b X 21 co A- XC XO 13 r V /! In' X,0.1 X 0 68 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, POLLUTANTS AND OTHER DISTURBANCES X .21 - -�,�_X 0 20-28 - X-0.94/ X 0.38 X 0.22 X \X0.45 9. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES ADJACENT TO THE AREA OF OPERATION UNDER 34 IA1, LS X 0.03 X-CY.28 0 33 ix_1 1 1 THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, . (A msaNRY MATERIALS X-1 52 0 -�`2 9 -1,87 X-0.61 f REPLACED, OR REPAIRED A NO EXTRA COST OF THE OWNER. X004 -V r- .b. '\29 X-0.3e 11 .\ X 89 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. X_ 28 X)y-e j)r r I N , rC!"_ .096 Co X_ 28, X O,20 11. PROTECT, REROUTE, ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED THROUGHOUT THE AREA OF WORK. -062 X-0.73 CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL REPAIRS NEED -050 -0.1 X X 00, 8 ! � TO RESTORE DAMAGED SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO COST TO THE OWNER. �x_16 0 X-3.12 y NATMALS C� 5, X-0 01 -143 X0.02 X-0.91 12. ALL DEBRIS AND MATERIAL PILES ARE TO BE REMOVED. X0,07,..< Pq MASONRY MATERIALS X-0.30 X-0 22 X. I*Z't 0 % I'll-i X-0.560 ? X_A\�9 X -0-50 X\10 DEBRIS X X 0 2�0 63 29 X-0 58 X-0.39 __X- `30 X 0AI X 1.02 L , rD (_ 48� L PAI I.ErS)OC)IF" 5 CD Z�p _,3 XA X-0.75 29- X-0 7 L x XO.53 __--,rD6RG!0(;Z -- -- -- -- - r- j�Z SURVEY NOTES: 7 zz - - __77 z /, !, 0 rrj -0.T2 j 9 �-, 0 rrl /XO. ro X-0.23\-ZB D r7 X 0.12 X-066 --1_rr7 CD -0.09 X\G 16 fri 0 r- 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. X,0 49 :v r 10.7 9 X -- A0 X-1.3 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. - >�- 6 X-0. i -10" Y TO) X0.10 -0.25 X 0 31) 3. ELEVATIONS REFERENCE NAVD 1988 (GEOID12A). X E�7107�1 Cz m,�Tq LS X t 0 >4v, -72 002 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION rTI x X_ 1, _\/,, XO.21-/�- 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. X 0 7(\) F CN L,7A!K rF1VrF 0 C: Z X-0 3p, .�r 5a 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S "EMBOSSED" OR "INKED" SEAL ,4 X-1.86' "2p SHALL BE CONSIDERED TO BE VALID TRUE COPIES. rri U)Z r C::, r 0 -71 [-' - - -__ _Z:�2 6 A 1��, 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE >-0 -25 0), SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL 70 ,, I __ - FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS ;7 --- 7: rri 0 L< X 1- 2 DF PILE 2. 6 • AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES C TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT Vr) X0.48 co -OF-WAY NOT SHOWN ARE NOT CERTIFIED. zIII 6PA VV, XA.76 0, 1 7. RIGHTS f, AD 5 f NC-) �2 C 8. THE SURVEY CLOSES MATHEMATICALLY. X .5 1',14 � I. •�. \I I. "`iI � � ,`�/ l'•�';y\ _',-�a'�.�.2R' / S 40*40-48' V 24501 -1 -6'CHArN LIVA:FV-''C X BRICK 0 6 i Cut/Fill Summary Name Cut Factor Fill Factor 2d Area Cut Fill Net Bf�CK n 0 FOS r X 43. EG vs. SG 1.000 1.000 86217.60 Sq. Ft. 2143.85 Cu. Yd. 572.02 Cu. Yd. 1571.82 Cu. Yd.<Cut> 0 T.1 .24 Totals 86217.60 Sq. Ft. 2143.85 Cu. Yd. 572.02 Cu. Yd. 1571.82 Cu. Yd.<Cut> > 0 4..4.I.-xro,,, E XT.08 % N/F o TERRY AND LAURA WOODHULL ROAD DEVELOPED 7355 MAIN D CORP. 0. 0 PUBLIC WATER DEVELOPED PUBLIC WATER 0 E N/F o MATT MED LLC, CHARLES V AND GARY J cn C Z ° : : :': 01 SALICE DEVELOPED Vu C_ PUBLIC WATER ON rw >C= ON C) T,)2 7 0 7't1 r- -4- C I rD, 0'02 0 �Z3_ . I I... . ..I� 1... . . 'VIP��1?0, r�) AUG 2 2 2022 BROK 4 AUTU V)Ty LEGEND: Tovin 196.73' Planning Board > W_ 't V��-'��72DN0�iETE SIDEWALK 1ff1rC_RCTZ PROPERTY LINE S 40'40'48- W SUBGRADE CONTOUR DATE BY DESCRIPTION APPROV. BY EDC!7 OF PAVENnNT 70.00' EASEMENI_ 23- 1 EXISTING (-4") CONTOUR REVISIONS MAIN ROAD S.R. 25 (V ) PROPOSED GRADING LIMITS _0 AR- Vm7w > X -0.46 DEPTH OF EXCAVATION 7217 MAIN ROAD X 0.46 DEPTH OF FILL N MATTITUCK, NY 11952 E SITE DEVELOPMENT FOR COMMERCIAL CDrlt Dr PAVD�0'VT EXISTING TREE TO BE REMOVED 0 G CONTRACTING & STORAGE 6j :�i - UTILITY LIGHT POLE UTILITY POLE OF Elf DEMOLITION & REMOVALS PLAN LIGHT DOLE 00 WELL 0 11� * L. K. McLEAN ASSOCIATES, C. N _> SITE PLAN- I V P. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 7- SCALE: 1"=30' POST CO lid THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. - 0 0 30 60 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED CONIFEROUS TREE AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrs 0_) Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL MADE ENGINEER, WHERE SUCH &TERATIONS ARE , THE DECIDUOUS TREE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: IMF Date: AUGUST 2022 < DESCRIBE THE FULL DaIENT OF THE ALTERATION ON THE SS11 n- DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C3 SECTION 7209-2). Approved By: RGD File No. 22064.000 t4UN /F F Oji� 1; �IAJ S UF_OLK CO PUMP STAmON 307231f at,o jj 4i 'LROAD 1A, LONG ISLAND RAI �l 4 41 Lkj LEGEND: SITE DATA TABLE PROPOSED ASPHALT PAVEMENT 1 SUFFOLK COUNTY TAX NUMBER(S) - 1000-122-06-35.7 E N 33,2311 -,V 25 N (n 2. ZONING CLASS 1013" GENERAL BUSINESS 41 ENT 41 in 50,41' .................. )II11'."01111 V V PROPOSED BUILDING 3. AREA OF SITE jw 1.84 ACRES (-80,150 SF) 61 cHAt, 4. INTENDED USE OF PROPERTY COMMERCIAL CONTRACTING & STORAGE FACILITY PROPOSED TOPSOIL & SEED r............... -2� '4/ 6. DATUM U.S.C. & G.S. OR T.O.B.. . . . . . SF, SLAB U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) P,(, r 7. DEPTH TO GROUNDWATER 0,91UILDING ??l J +/V)ROpOSED STC RAGE B m_9 IV PROPOSED CONCRETE SIDEWALK moo;. .41 ON GRADE STO 29.50) ZONING COMPLIANCE TABLE (B GENERAL BUSINESS ZONE) r ALLOWED (REQUIRED) PROPOSED 0 C PROPOSED STONE PAVEMENT MINIMUM LOT SIZE 30,000 SF 0 -80,150 SF (1.84 ACRES) 01 MINIMUM LOT WIDTH 150 FT -262 FT PROPERTY LINE i, qj MAXIMUM LOT COVERAGE 30% (-24,045 SF) 14.6% (11,700 SF) PROPOSED HANDICAP PARKING MINIMUM FRONT YARD SETBACK VARIABLE (FT) 75 FT MINIMUM SIDE YARD 25' (50'1 TOTAL) 25' & 75.5' (100.5 ' TOTAL) r- PROPOSED SIGN MINIMUM REAR YARD 35 F 7T 35.0 FT 4? MAXIMUM BUILDING HEIGHT 35' HIGH (2 STORIES) x' C �:2 F8 4 35' HIGH (2 STORIES) j, 54%PROPOSED DUMPSTER ENCLOSURE MINIMUM LANDSCAPED AREA 30% (-24,045 SF) (43,552 ACRES) rl c- Go PROPOSED LIGHT POLE PARKING REQUIREMENT NUMBER OF PARKING STALLS 2 COMMERCIAL CONTRACTING & STORAGE FACILITY BLDGS = 1 STALL /1,000 SF = (11.7) 12 STALLS Al + + 17-71 sF, PROPOSED TRANSFORMER PARKING PROVIDED L2j PROPOSED STORY9 42608 E rp REGULAR STALLS = 11 STALLS S-TORAG SLAq ON GRADE .50) 0 A.D.A. HANDICAP STALLS = 1 STALLS BUILDING4, TOTAL DECIDUOUS TREE 12 STALLS % IV V c V IV CONIFEROUS TREE UTILITY POLE 1771 �V 'V"")r 7 PAVE /SURFACE SCHEDULE 4/ P. (i ELECTRIC MANHOLE MENT C o ,,, --_. / w t l 1 FLAGPOLE X m + O% WATER VALVE SYMBOL SECTION DESCRIPTION REMARKS 2 STB FIRE HYDRANT 0 C x GROUND LIGHT K. 5 0 m(nczz * , OT TRAFFIC CONTROL BOX 11- TYPE 6 ASPHALT PAVEMENT , ., . . . �l - �! O 21- TYPE 3 ASPHALT PAVEMENT >_u < SPOT ELEVATION 0 m !< m TOP WALL 6" RCA DCONC. WALK cRj SIGN DOUBLE POST I . . Q !� P, - Rl W UNDERGROUND WATER 6" STABILIZED SOIL UNDERGROUND ELECTRIC UNDERGROUND GAS EASEMENT AREA \V` yHYDROSEED AS SPECIFIED ON LANDSCAPING PLAN 4-(MIN.) DEPTH OF TOPSOIL S 40040'48 V 245.01 1 1-1 1 I—FF —1 1 1—1 GRASSED AREAS CNW COMPACTED SUBGRADE ILI u, Rkfi,sr -4, BRICK POST 6" DEPTH STONE C�' � , •: �O � o Fz 6" Oz. NON-WOVEN FILTER FABRIC STONE DRIVEWAY 6" STABILIZED SOIL n mss 0ao N/F bj BROOM FINISH, STEEL TROWEL EDGE .t , -. * , . I TERRY AND LAURA WOODHULL N/F (UNLESS OTHERWISE NOTED) 01) DEVELOPED .4 ,.10 PUBLIC WATER 7355 MAIN ROAD CORP.DEVELOPED 4 4- (3500 PSI) CONCRETE CONIC. WALK cn C7 PUBLIC WATER 0 COMPACTED SUBGRADE 0 N/F MATT MED LLC, CHARLES V AND GARY J :Z SALICE 4" DEPTH OF MULCH la DEVELOPED c- PUBLIC WATER EDGE PLANTING BED (4- MIN. DEPTH) TO REMOVE ROOTS & 6.0 VEGETATION MULCHED AREAS COMPACTED SUBGRADE •u 4_1 0 _D u BROKFM 1%rxr?LrTE AUG 2 2 2022 E, AUTA7 890Y Southold Town 196,73' > P annina Board Q CLlVCreFj-E STDEWALK 0 S 40'40'46' t,/ V0 V EDGE ff-PAVFM-NT DATE BY DESCRIPTION APPROV. BY 70.00' F-ASEMENT -4 4- REVISIONS o MAIN RDAD SA 25 (VAR, V-tBno) 7217 MAIN ROAD E MATTITUCK, NY 11952 f SITE DEVELOPMENT FOR COMMERCIAL 0 CONTRACTING & STORAGE N `��A�o pF�£/1' PROPOSED SITE PLAN 00 0 SITE PLAN rL. K. McLEAN ASSOCIATES, P.C. 0 V-4 cr-), CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 SCALE: 1 "=30' �D THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 0 70 0 30 60 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 985 Designed By: MF/CFD scale: AS NOTED Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S CPN D Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE SIONN\- PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022 < DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE n DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C4 SECTION 7209-2). Approved By: RGD File No. 22064.000 NSF . •.kt; ,; ,; ;k,-;, i,.` :;�:�° w.� °. _ d`l ll j, AUTHORITY 4 CONTYWATER " -f:": i'-"' SUFFOLK PUMP _; 1� LEGEND REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: D (]AD .� _1`I ' PROPERTY LINE RAILR , , ,�tll - _ �� cB1 & cB2 LONG ISL AN r its= }1 -I` � 14a r� - \ (� pl PERVIOUS STONE CB1 & CB2 } _ Ld PROPOSED 100 LEACHING CATCH BASIN (STONE) = 7,110 SF 718.05 CF REQUIRED {Z ! / C=(7,110 X 0.5)= 3,555 (2) 10'0 x 6 DEEP LEACHING POOL = 68 42CF/VF X 12 = 821.04 L�. MI 32 D PROPOSED 15" CPEP DRAINAGE PIPE 3,555 X 2"/12" (RAINFALL)= 592.5 CF TOTAL DRAINAGE PROVIDED = 821.04 CF t. E •23'18 31 1 N �p PERVIOUS (UNDEVELOPED) = 2,511 SF 1 N 33 _ \ 30 37 / M s PROPOSED SANITARY PIPE C=(2,511 X 0.3)= 753.3 CB3 & LP1 EASEMENT o N • 1,231 CF REQUIRED i ff 753.3 X 2"/12" RAINFALL)= 125.55 CF ' 50.41 29 / 2 {-7 N&3 29 I ►n W PROPOSED 2 DOMESTIC WATER SERVICE TOTAL STORAGE REQUIRED = 718.05 CF (2) 10'4 x 10' DEEP LEACHING POOL = 68 42CF./VF X 20 = 1,368.4 FENci" •--.--. 29 cH,4j Lyw \ -- 28- - �- II, Fs- PROPOSED 4" FIRE SUPPRESSION WATER SERVICE _ _ 1 (n TOTAL DRAINAGE PROVIDED = 1,368.4 CF -`'E �- I / E PROPOSED U.G. ELECTRIC CB3 & LP1 I IMPERVIOUS ASPHALT = 900 SF CB4 & LP2 a \ 912 SFS _ - i PROPOSED LIGHT POLE _ _ 712.83 CF REQUIRED � �� � �- ,�, :.,i•-? SLAB (ASPHALT) ✓ STORY 6, G 2a o �`� C-(900 X 1)�� 900 2 10'4 x 6' DEEP LEACHING POOL = 68.42CF VF X 12 = 821.04 LP5 / SED � BUILDIN -�-- P4 � _ O / - m \ / PROPO STORAGE / �_ 900 X 2 /12 (RAINFALL)= 150.0 CF - m. eco - GRADE � rn - TOTAL DRAINAGE PROVIDED = 821.04 CF X30 . / ON E S _29.50) ,,�-/ � � � / � � � PROPOSED TRANSFORMER PERVIOUS (STONE) = 10,290 SF L`6�J C=(10,290 X 0.5)= 5,145 LP3 & LP4 5,145 X 2"/12" (RAINFALL)= 857.5 CF 576 CF REQUIRED 9 RIM�LEV. CB 4/ { t DECIDUOUS TREE f _ =27 2 R/ PERVIOUS (GRASS) = 13,410 SIF �2) 10 4 x 5 DEEP LEACHING POOL = 68 42CF/VF X 10 = 684 2 ;• E-���E � \~�� %'" +� CONIFEROUS TREE C=(13,410 X 0.1)= 1,341 TOTAL DRAINAGE PROVIDED = 684.2 CF -E---E \ 1 341 X 2" 12" RAINFA - E h TOTAL STORAGE REQUIRED = 1,231 CIF F LP5 & LP6 . �:E. �. " ^\ \ LP6 _,►.►-E�'�'�E�-E E"'� ' \ � � r (L �:`�- UTILITY POLE ELECTRIC MANHOLE 576 CF REQUIRED FLAGPOLE CB4 & LP2 (2) ' • -�2g/ `� PROP. -- ___-2g--- �) \ /LP2/ 2 10 4 x 5 DEEP LEACHING POOL = 68.42CFf VF X 10 = 684.2 -€ { c'r, ,' SANITARYin IMPERVIOUS ASPHALT = 1,260 SF TOTAL DRAINAGE PROVIDED = 684.2 CF - ---30- l \/ / M; WATER VALVE (ASPHALT) e_ _---E SYSTEM +'- \ v ----E \ �" C=(1,260 �X 1)�� 1,260 1 .M RIM ELEV. _ x . FIRE HYDRANT 1,260 X 2"/12" (RAINFALL)= 210 CF LP7 ^ =27.90 ( \ - - -- to��� ��� \ / C to \ 28 / GROUND LIGHT PERVIOUS (STONE) = 4,920 SF 384 :. . ', r j rn i '� ) (1) 10'0 x 6 DEEP LEACHING POOL = 68.42CF/VF X 6 = 410.52 Z: �\ - ,/ TRAFFIC CONTROL BOX C=(4,920 X 0.5)= 2,460 r r . '; CB3 may\ \ �. „ ff _ TOTAL DRAINAGE PROVIDED = 410.52 CF PROP. 28 2,460 X 2 12 (RAINFALL)= 410 CF > ) SPOT ELEVATION / ( ) DUMPSTER I, I : f _�` 2g r l PERVIOUS (VEGETATED) = 7,810 SF LP8 TOP WALL )= 384 3 ENCLOSURE y `F \�30 / C=(7,810 X 0.1 781 P E �, \ ; - - SIGN DOUBLE POST 781 X 2"/12" (RAINFALL)= 130.17 CF (1) 10'4 x 6' DEEP LEACHING POOL = 68.42CFfVF X 6 = 410.52 NLP1UNDERGROUND WATER TOTAL STORAGE REQUIRED = 750.17 CF TOTAL DRAINAGE PROVIDED = 410.52 CF £ - E E 2g UNDERGROUND ELECTRIC LP3 & LP4 CB t °fir X_ 5 \/ 301� . _�'E 4608 SF, �,^ LP7 /j-f` 63 oa UNDERGROUND GAS IMPERVIOUS (ROOF) = 3,456 SF 83.33 2�9'. / o F 1 STORY' RAGE / •' � ID EASEMENT AREA C-(3,456 X 1)- 3,456 (1 10'0 X 2 DEEP LEACHING POOL = 68.42CF/VFX 2 = 136.84 jX28 \ PROPOS AB ON GRADE Sr�T050) 3o I -/ 0!3� 3,456 X 2"/12" RAINFALL)_ 576 CF TOTAL DRAINAGE PROVIDED = 136.84 CF W BUILDING ,�° �, �'/r TOTAL STORAGE REQUIRED - 576 CF /I Orr-- n LP5 & LP6 L c I I ! IMPERVIOUS (ROOF) = 3,456 SF C=(3,456 X 1)= 3,456 \ ` . I 29-_ �tf ,\ / .h, 3,456 X 2"Z12" (RAINFALL)= 576 CF TOTAL STORAGE REQUIRED = 576 CF -. r i cxarra� :�r-Fx,,r \ / ti� \ \ 1\ I f LP7 -____ `� ... -LP8 � -� \ � I , � I � �w_ -, IMPERVIOUS (ROOF) = 2,304 SF Wo z r - 8 .. �.., 1 - I C=(2,304 X 1)= 2,304 m •£e f -=� x=27-- /_ 28 _ m(n z (I(� _ _\__ -- ,., ,' 2,304 X 2"/12" (RAINFALL)= 384 CF _ro \ 14 TOTAL STORAGE REQUIRED = 384 CF rn o II'�, / .`c �%:.7. \ � _ --=_- \ re ;[ rf .� LP8 { NNh IMPERVIOUS (ROOF) = 2,304 SF \ C= 2f 304 X 1 = 2f 304 P h NM 00 2,304 X 2"Z1 2- (RAINFALL)= 384 CF C-) TOTAL STORAGE REQUIRED = 384 CF I PERVIOUS (GRASS) = 5,000 SF C=(5,000 X 0.1)= 500 S 40.40'48' W \ ' \ 245.01' -� r 500 X 2"/12" (RAINFALL)= 83.33 CF TOTAL STORAGE REQUIRED = 83.33 CF E°Ctr,ru LIW FrNrF / • • " � XIII 0) -p a�rCc y� 6 J /RIM ELEV. r}rrsr . ". �. - - B K =25.77 O r";:sr £E I �• 'E'�•, 0 N/F o TERRY AND LAURA WOODHULL �j DEVELOPED 7355 MAIN ROAD CORP. PUBLIC WATER DEVELOPED 50 PUBLIC WATER �- N/F { : MATT MED LLC, CD / CHARLES V AND GARY J cn SALICE / DEVELOPED 3 PUBLIC WATER a5 ' ON F O ' j RIM=2315EV. / / AUG 2 2 - - --.... UT17 BODY � N \ < 23 S;�uEhold To°,ti�n 196,73' --- Planning Board -- _ - U CLd`•:e't.7"t„_..kix.tt�.,_____ c,c.^,,rr,"'f_ ciS 40'40'48' W ci -G c DATE BY DESCRIPTION APPROV. BY r rr PAVCxcur 70,001 EAS EI EPYT 23- -- REVISIONS MAIN ROAD S-R, 25 (VAR vmTm' 7217 AIN ROAD MATTITUCK NY 11952 �23� SITE DEVELOPMENT FOR COMMERCIAL 0 CONTRACTING & STORAGE o -°o�Eo''o�` GRADING & DRAINAGE PLAN D SITE PLAN 4 ,�CN L. K. McLEAN ASSOCIATES, P.C. O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ~7 SCALE: 1 "=30' _ CD n �ga5 = Desi O ` 0 30 60 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS pc1� Designed By: M F/CFD Scale: AS NOTED Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �! T AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R'S N N Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL rj(Orr'[•CC10\�� N Q ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE FES J A PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022 l/V` Q D DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE 5 DRAWING AND/OR IN THE SPECIFICATION 7TION (NYS ED. LAW SECTION Approved By: R G D File No. 22064.000 N�F TUTHORITY R A IAAA: to SUFFOLK COON STATION ;>Z -.s }..I:d- ;-# i, 00 _ PUMP . . . :- ?',I I' ;i.}t ..W!-i= ... _t. 4 +0.o f v, ;...-'4,;1,_ +ao t fighting Schedule , . . 4 : .:II ..� . 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' ', *. '. '. ' + + +o.o + +0.0 +' +0.0 +0- 6, - Y + +0.0 _ .+o.o;. ' 0.0 +°•° +o.o +0.3 +°1 0.0 + 0 D 1 Lithonia Lighting + +o.o +0.0 a +os OS + +°Q +00 +o.o }00 DSX1 LED P1 30K RCCO MVOLT 1 3,943 54 } a0 o.o } +ao + +0.0 +0.0 0 0 1 j +. 0.0 B + +0.0 00 i ARCl LEU WITH P1-PERFORMANCE. } 0.0 2 S�-A E 5 Lithonia Lighting a a c a ao' } 0.o SF, 0.6 + 0.0 s 1 1,376 6_ + + +0.0 0.0 fj,9 + +0.5 00 + tPACKAGE,3000K 10.9 �. +a0 . . '.0 o t 0 RY, N t' -,P.O _ _ -----'- ._........_._....- _.__...... ...--- o o -' '' t +9.0 +0.0 °0 p 1 L +Q.o +0.0 +0.0 ---- _._._.._....__._ _. --- ST �� pl +' . til'T ao'. +' 0.0 ROpOSED DE STORAGE B 0.1 o+. ' +a° . .. obp o0 } ON GRADE RI + +o.o o.o + +0.0 ,P.O +0.0 °. r-�,+o.o . '.o.o + +0.0 +0.0 +1.1 +1.7 0., + 0.0 + +0.0 0.0 • �, + +Q.Q +Q.Q aQ +1 0.9 + r/ +0.Q •.+o.Q,:z~oQ.Q• . 0.Q � + +Q.Q +Q.Q o-5 3 +0.0 +o.0 0°(,W. , =.Z. '.+0.0 .0.0 + +o.o +0.0 +0.5 0.3 + +0.2 +0.0 00 �+0i Lipht Levels ,_ 'A oo'. -C • ' 't +0.0 +o.0 0.0 o.s E2 + +o.s +t.o O+ +ao, +0.0 - "•+ • +0.0 00 . ' + +o.0 0.0 + +23 2.0 0.1 DeSCYiptialn Symbol Avg; Max Min Max Min Avg/Min '} 0.0 1.6 040.7 00 - o I 0.0 . '. + +o.0 0.1 + +0.4 0.7 + +1 1.7 + Parkin Area W� t , '+0.0 .0 0' + +0.1 0.2 + }1.7 o.e +°2 0.0 2.1 fc 4.0 fc 0.4 fc 10:1 5.3:1 + 0.0 o.e + 0.4 + .o 0.0 } ao } + 24 t } 0 6 + os + +0 1.2 fc 4.7 fc 0.2 fc 23.5:1 6:1 03 +0. 14 Roadway + o.o + oe + +0.0, .0.0 �' 0.1 - 0.4 + t' 0.6 } + 0.0 + 00 tr } `4o. t 0.3 t 0.4 t 0.0 -- C) jtl. ' '. A..fC1P' } 0.1 +0.8 0.8 49-4 0.6 t' '0.0 •+0.0 •.0.0 '.�..!'{V.i + +0.1 0.2 , 1 t +0.3 +0.3 +0.3 +0.3 + +1.1 +1.5 1 +0.0 t • +0-.0. 03 €. +0.7 0.4 t +1.1 t' +0.4 O.S t' +0.0 0.0 T-.. .a0 . ' ' .' t +0.2 0 +0.8 +0.4 0.2 t +0.8 1-+ ', '+0.0 4.3 + .e 1.7 + +0.2 0.3 O 03 +1.3 +0.1 00 ID37A ♦ 0.4 1.4 +0.9 +0.5 +0.2 0.2 0 t' +0.7 +1.0 1.7 +0.0 -/ +QO t7' •+o.o . '. '.ie . ' + + 27 C1 + 0.3 O + .+26'?.TTI + +27 15 t 0.4 04 t0.1 00 (s , '^1 r , } 0.s + 0.7 +' o.e +' o.o Light Locations r T � .0 .0.0 . ' t.. t +0.5 +0.9 1.9 + +0.3 +0.2 0.3 + +1.0 +1 4 28 ' } t + _ . '. +i.6 .r.o + +2.5 19 + +05 +°5 0.a No. Labii Maiunting Height Tiit PROPOSED LED AREA LUMINAIRE, LITHONIA P 1 t + }0.6 0.4 + +0.9 o.s + +0.s 17 + +° 1 oo - t .0.0 . '. '_ �r + +ae 1.2 + +os o.2 \ + +1.3 1.8 C4 + LIGHTING MODEL y + +a7 .+t.o � {0.6 O a4 + +1.e +1.7 +t.z o.e + +0.7 +1.3 +0.7 f 2z t +2 +0.2 +0.0 +0.0 1 A 15 0 DSX1-LED-P1-30K-MVOLT Q0� •. t +0.S 0.7 + +0.4 0.2 +25 1 2 t t FULL CUT OFF AS MANUFACTURED BY . ' '+0.0• +0.8, ."0 3 + 1.2 1.2 1 0 t +0.5 +25 1.5 -� +0.6 r 2 A 14 0 LITHONIA LIGHTING OR APPROVED EQUAL p''TF.,� +0.4 0.4 +' +o.e +o.s 9.5 + +o.a E4 +0.0 o.o P +0.0 0.3 -� % +' +0.7 +o.a 0.6 + +0.3 +0.9 t' 1.3 y ,0 3 A 14 0 + . - '+0.6 i'Tj^+,a 0 0.3 + +0'8 0.7 + +0.1 +0.0 00 +0.0 . 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'.+ + +0.0 +0.0 ?+L. + +0.0 +0.0 0.0 �C/ GROUT } -Ioi, p a a II III-1 I �- T l r 0.0. .+0.7, ' P,_a_ £'JT.r- �if:r?✓f% { 0° '`�- d z . . o e + 10 w ii 0 +' +a.o +0.0 +o.o +0.0r` t �y A 4j �' } 0.03/4" X 17"L HOT DIPPED+0.4 .+o. . a2 +°00.0 + +o.Q +&0 b GALV. ANCHOR BOLTS W/ +°:2 +0.a t , �.?�vrt �o.o, +0.0 0.0 + +0.0 +0.0 +aa +ao (�O.o + 00 + 0.0 "L" BEND (TYP. OF 4); 4 /o.o + +°° oo +0.0 0 0 ' 4X4-W4.OxW4.0d +0.0. ' ' '0.3 .io.e'. � ? + +0.0 0.b 1 +' +o.oRE FABRIC + __ __ __. l } ti+ ;,' +00r . oo L REINORCNG WELD iOR EQUALC4 !f"3 y�^. f r �`?,rz + }°'°" ".l„ O.I� d I . } +0.e;. .+20 ¢ } c, 0., 1 +0.a-.r,: a0 r (n°P) O 1 N , > r + bo fi0 r" + '. 4, +24, 2e ' 0.Q '� { +00.0 .0 + 0.0 i f r + 0.0 ..,O.b `. 0.0 S 40*40'48 W 245,41' + r'}o.o d PROPOSED 3,000 PSI t ', •+1.2 4.6' . ' ..T` .'x..0,01 }o.o +0.0,tt x CONC. BASE a + +3. +ze:. . ' ae 1 +0. a o.o-. " 0.0 t°'9 NOTE: a + +° +za . '. '_ .5 cr, t / / EACH LIGHT POLE SHALL BE d ami x . ' `t Q0 INSTALLED W/ PULL BOX Post +o.o; ,.+i.1:. +3.3 O . . i of - - AT BASE. BA.XK 0.0 } o ,IIST + ;. '+0. ,.{, -+1.3. .1 3. �_l 2 • + 0.0 +0.0 n °° + 6: 12 TYPICAL FIXTURE & BASE DETAIL + {03. � Q.Q +0.0 102 •. '. .0.7'. .' + +o. .. ' ° o.o N.T.S. �J. . ' 111 t' / +0.002 it +•�, � •+0.7 ' '10 999 N F t'3;P-� '�"' 0.5_ , ' 14'.+ '. '+ O +a0 TERRY AND LAURA WOODHULL N/F n 0.0 '' , } +°.9 �° DEVELOPED 7355 MAIN ROAD CORP. } +° . +74- '.' 1.1 . . ' ' `� PUBLIC WATER DEVELOPED +0• s0 _ PUBLIC WATER +ao `,h. . ' .+4.4 k'r a. N/F 1 1� - + +0.0 MATT MED LLC, j 49- A1. +0.0 / / CHARLES V AND GARY J / U +a0 ++0l3�, >+i.e; ;.+16. . ' 0.61 SALICE / + .I +0.0 / / DEVELOPED aa' .; +20. o .: + PUBLIC WATER 0.0 0 Z- ate �.,,. .+0.17 0.0 +0.0 0.5, f. ti t 0 ZP.6 +1.e .+o.a; 01+o.0 gg t 9.3 / `Cc FSC?)0 . a7 AUG 2 ZO�Z X10 }' t30.. . ' +4 ' ° 0.0 Southold Town TAP Planning Board o.z I3t 196.73' U C7'>'".n�T, „�$.,t7.i$a _____.._._+{___ 0.0 �_CLT+uCk'1."T�"SIXTE'WALK / of S 40 `4 °4f3' +' +' +o.0 0.0 '2# 3 DATE BY DESCRIPTION APPROV. BY e rpm PavEN 0 70,00' F+ASEMEo'.T + +0.0 +o.o + +0.0 +0.0 REVISIONS 4� 0.0 MAIN READ+°°S.R:°°25+°-°��+°'&Uno) 7217 MAIN ROAD IF MATTITUCK NY 11952 SITE DEVELOPMENT FOR COMMERCIAL o0 '� CONTRACTING & STORAGE O £L r LTF PAYEF¢f NT N � a P�< ooG.y� LIGHTING PLAN CN a SITE PLAN L. K. McLEAN ASSOCIATES, P.C. BqVY O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 � � Z SCALE: 1 n=30r THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS °J Sheet No. 0 30 60 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS 'S T ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS / rj(jB`� Q IT Designed By: MF CFD Scale: AS NOTED N NMIA Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Q�°RpFESS���P� N O ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE DESCFESSIONALHE �GINNEEIEERNMUST STIHE ALTERATION E AND Drawn By: MF Date: AUGUST 2022C6 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW Q IZ d SECTION 7209-2). Approved By: RGD File No. 22064.000 WATER AU-THOR"Ty -0 COUNT , �t-4 , ,1 v, , � " SUFE L STATION 4-F. I It t 11.J PUMP 414 307.23 rLREIAD D RAI ING ISL iWLEGEND: LEI "III, 0111I. ............. PROPOSED BUILDING 2311 ...........IIII 0111I 01111IT13K. 't 'It I - _, _� ---A 134, N 33 259S I "o 3� -2 "9' � - Ifs Cn -t�-ICN' III�,,jji"'11111111........... EASF ___/- \ PROPERTY LINE CHAIN 044 rucr �IPE PROPOSED HANDICAP PARKING SFt SLAB 6,912 PROPOSED j STORY BUILDING PROPOSED SIGN �0 R ON GRADE STORAGE Z Go PROPOSED LIGHT POLE 0 t tiPROPOSED TRANSFORMER 0 (b K r O� PROPOSED 100 LEACHING CATCH BASIN N ..A Z ROPOSE -D- PROPOSED 8" HDPE DRAINAGE PIPE C , 0 0 LECTRICA ND AIR PROPOSED 2" DOMESTIC WATER SERVICE rPt OSE FOR 0 111v1. 0 PE- PROPOSED U.G. PRIMARY ELECTRIC CTION SE I TANK PROPOSED U.G. ELECTRIC PROPOSED 120 V E— DEDICATED UNDERGROUND SEE + SOVER z DETAIL PROPOSED CONTROL PANEL ON ELECTRICAL SERVICE IN OSED 01 Q, ETAI CONDUIT TO HOT BOX ENCLOSURE ANITARY ALARM PROPOSED BLDG. MOUNTED LIGHTS CONTROL PANEL DECIDUOUS TREE J-k CONIFEROUS TREE V) ► SF CZ7 UTILITY POLE p )RY, '4,r008 _, 4 RAGE 0 rr7 CE PROPOSED ST( ELECTRIC MANHOLE PROPOSED .'SC,W) RO' PRO ED 2" ON GRADE STORAGE R ET E U.G. MESTIC SLAB (F.F.=29.50) FLAGPOLE WATE BUILDING WATER VALVE FIRE HYDRANT GROUND LIGHT C: TI TRAFFIC CONTROL BOX m SPOT ELEVATION 25ST13K. TOP WALL PROPOS' D.'. LVE BC C:0 0 zSIGN DOUBLE POST A-_ Y-b M(n Z BLOC 1.11� "_-," V PROPOSED)-1:2 /7 THRUST UNDERGROUND WATER 0C I 1 .1 j r -u _u EASEMENT AREA ?I rri IROpe'sEll PROPOS D CEBtO- m 0 1 1. MODEt, F825Y - rki D F F 03 X 2Z. DEVICE INSIDE pOF BOX" HEATED W EN dl_P�URE OR APPROVED EQUAL t / 1 ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY WITH THE APPROPRIATE UTILITY COMPANY ---4t1,17-_. _ 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR S 40*40"48' V 245.01 4. SEE LIGHTING PLAN FOR SITE LIGHTING `. -s+cxnry L.rn<r-ct�se c-:.r�E 5. WATER MAIN SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND METER ON SITE. 6. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ'S, RPZ ENCLOSURE AND ALL WATER SERVICES ON SITE (FROM METER VAULT TO BUILDING) R111d, J) POST 7. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE BUILDING POST TO THE CURB. 8. ALL. WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH h" I / / 10. WATER SERVICE SIZING: i {. I / N/F 10.1. DOMESTIC SERVICE 2" C, TERRY AND LAURA WOODHULL N/F C DEVELOPED 0 7355 MAIN ROAD CORP. PUBLIC WATER DEVELOPED ri PUBLIC WATER X1 N MATT MED LLC, p CHARLES V AND GARY J U) 1SALICE DEVELOPED PUBLIC WATER cr i ti 0 0 ON 4_1 7- 0 < 0 AUG 2 Cu -D RGftN AVE"- ST4PUTE AUT9 BUTY F� L�. Plannim,� Boa,, 196,73' ------- > TE SrPEVALK S 40*40'48' W 7—/ rpaE Dr P.AVrNFNT DATE BY DESCRIPTION APPROV. BY ' EASEMENT REVISIONS _0 MAIN RL7AD S-R, 25 (vm wI 7; 7217 MAIN ROAD _0 MATTITUCK, NY 11952 E SITE DEVELOPMENT FOR COMMERCIAL 00 0 C- ED�7 17r PAVEAft-Nr CONTRACTING & STORAGE 0 jV NGE-D W UTILITY PLAN CN G-1 N 0O SITE PLAN L. K. McLEAN ASSOCIATES, P.C. 0 W Z SCALE: 1 "=30' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Q0 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 5 Sheet No. CD 0 30 60 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWING' Designed By: MF/CFD Scale: AS NOTED I IS CN AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT's Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL N ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE FES > PROFESSIONAL ENGINEER MUST SIGN, SM DATE AND Drawn By: MF Date: AUGUST 2022 < DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE n DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C7 SECTION 7209-2). Approved By: RGD File No. 22064.000 1 1 N/F �UTOORITY ot LEGEND: P L A N T M A T E R I A •:; L L I S T -0 1( COUNTY WATER SUFF L STATION PUMP NAME COMMON NAME r"-V 307,231 SYMBOL KEY QUANT. BOTANICAL SIZE & TYPE SPACING NOTES PROPERTY LINE _z �,91 I I-�, , _4 � I rLROAD =Mj,.,_It LONG ISLAND RAI :4� PROPOSED BUILDING AgAB 3 AMELANCHIER AUTUMN BRILLANCE 2 -2.5" AS DECIDUOUS GRANDIFLORA x AUTUMN CAL. II' SERVICEBERRY SHOWN SMALL TREE BRILLANCE CcA WHITEBUD REDBUD AS DECIDUOUS PROPOSED DUMPSTER ENCLOSURE 2 CERCIS CANADENSIS 21P-2.5" 05 00 *2311 . %10 0 N 33 Cn 'ALBA' CAL. SHOWN SMALL TREE N 33 ENT 50,41, EASEP�- PROPOSED LIGHT POLE AIC AMELANCHIER LAEVIS CUMULUS 2'1-2.591 AS NARROW 41 11 111 Ill, 1? 1, 4 ku- 11 ChP 'CUMULUS' SERVICEBERRY CAL. SHOWN DECIDUOUS CHAIN PROPOSED TRANSFORMER TREE Lu - 5)-8p JV 11 JUNIPERUS VIRGINIANA 8'-10' HT., AS 0 DECIDUOUS TREE SLAB 1 CcA 6 912 ✓SF, EASTERN RED CEDAR B&B SHOWN ILDING CONIFEROUS TREE 5 VdBB T ORY' PROPOSED STORAGE M )SED S (NATIVE EVERGREEN . ..;a 0. . . ON GRADE 29.50) UTILITY POLE HEDGE) ELECTRIC MANHOLE Am 18 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' 0.C. FRUITING 1 AgAB FLAGPOLE SHRUB . .0c6 FxC 3 HxH CONTAINER WATER VALVE HxH 6 HYPERICUM x 'HIDCOTEHIDCOTE ST. #3 3' 0.C. FLOWERING --EFq� FIRE HYDRANT JOHNSWORT CONTAINER LOW SHRUB . . . . . . . 11 Jv1 AIC In ✓ GROUND LIGHT RaLG 15 RHUS AROMATICA GROW LOW SUMAC #3 3' 0.C. LOW SHRUB 'GRO-LO' 1 AgAB 10 Am M TRAFFIC CONTROL BOX CONTAINER 6 FxC 109 - SPOT ELEVATION DrRW 13 DIERVILLA RIVULARIS LOW BUSH #3 3' 0.C. FLOWERING ui 41, RU-BEE WREN HONEYSUCKLE Z -------- TOP WALL C 7-4. CONTAINER SHRUB 0 0 0 SIGN DOUBLE POST ChP 20 CEPHALOTAXUS YEWTOPIA (COMPACT #3 3' 0.C. COMPACT 0 iA�1 HARRINGTONIA PLANIA JAPANESE PLUM YEW) CONTAINER EVERGREEN _j UNDERGROUND WATER OR ALT. TAXILIS X MEDIA r11 AJ�,i2zj - OR ALT. HICKS YEW UNDERGROUND ELECTRIC 0 'HICKSIr UNDERGROUND GAS 4" DItPTH TOPSOIL AND SEED MIX FOR EASEMENT AREA NATIVE/NATURALIZED TURF AREAS 3" DEPTH MULCHED ... (WHERE MOWING IS ANTICIPATED) SEE . . . . . . ........ PLANTING BEDS AS SPEC. 1 CcA1 AIC 10 DrRW THIS SHEET FOR SEED MIX SPEC. & 5 VdBB EROSION CONTROL DETAILS RaLG 608 SF, PROPOSE TOR Y, _ON s 1 All STORAGE 0 r7l PLANTING NOTES: PROPC 9 GRADE rDG - SLA (F.F.=29.50) o r,7 N 1 . PLANT MATERIAL SIZE & TYPE SHALL FOLLOW THE LATEST "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI) AS 13U r PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. jLDjt4G C:77r- zY '4, 9 ChP 41 41 'ZI 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN APPROVED UNDERGROUND SYSTEM. DRIP IRRIGATION A SHALL BE USED AT ALL PLANTING BEDS AROUND BUILDINGS AND PARKING AREAS. 24111 TREE- DUG AS PER 35 HxH , ,1"Al 3. ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES AND SHALL BE A MIN. 5' SETBACK FROM RIGHT C: RECENT STANDARDS FOR OF WAY. NURSERY STOCK AS M ..... r- PUBLISHED BY THE 4. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, MATERIALS AND SURFACES NOT PLANTED. AMERICAN NURSERY & G6 _u LANDSCAPE ASSOCIATION 0 4, 5. AN ORGANIC MATTER SOIL AMENDMENT I.E.( COMPOSTED LEAF MOLD) WILL BE INCORPORATED INTO THE TOPSOIL CSO AT A RATIO OF ONE PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO INCREASE ITS WATER-HOLDING CAPACITY. WRAPPING AS SPEC. 0 Cz 6. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED ON ALL PLANTED MATERIAL. >M 3" MULCH AS SPEC. M TREE FLARE AT TRUNK 0 BE SLIGHTLY HIGHER THAN z 7. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER AS SHOWN ON THE P C APPROVED SITE PLAN. SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT MUST BE REPLACED WITH THE 4" HIGH SAUCER (TYP-) SURROUNDING GRADE V) SAME SPECIES AND SIZE AS SHOWN ON THE APPROVED SITE PLAN WITHIN 6 MONTHS. ANY CHANGE IN TREE OR FINISHED GRADE LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY THE PLANNING BOARD. C-) B. ANY TREE NOT SHOWN WITH SHRUBS LOCATED AROUND THE BASE OF THE TREE SHALL BE PLANTED WITH A 5' RADIUS MULCHING BED FROM THE CENTER OF THE TREE. PLANTING SOIL AS SPEC. DIG NOTE:2'(MIN.) DEPTH 9. STREET TREE PLANTING ALONG FRONT RIGHT-OF-WAY (R.O.W.) SHALL FOLLOW THE TOWN OF SOUTHOLD TEST HOLE TO VERIFY LANDSCAPE CODE 161-44 A THRU K. AS DETAILED AND SPECIFIED. S 40*40'48' V 1245.01 671� WELL DRAINED 1� SUBGRADE MATERIAL 61 CHAIV LIMY FEACE ROOT BALL FERTILIZER/PEST MANAGEMENT NOTES: 1. THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. TAMPED POROUS 3X ROOT BALL WIDTH (MIN,) 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE PROHIBITED. (WELL DRAINED) 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS (WETLANDS, STORM WATER CONTROLS, PONDING) IS SUBGRADE Cl 1 01 .j TYPICAL TREE PLANTING PROHIBITED. B&1jrK N.T.S. 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. . . '.': :I 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT NECESSARY. 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT RATIO AND HIGH PERCENTAGE OF SHRUB- DUG AS PER N/F WATER-INSOLUBLE NITROGEN (WIN), 50 PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL C 'I'D RECENT STANDARDS FOR ALLOW FOR SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY BIOLOGICAL ACTIVITY, TYPICALLY IN SOIL ca TERRY AND LAURA WOODHULL N/F NURSERY STOCK AS DEVELOPED 7355 MAIN ROAD CORP. PUBLISHED BY THE TEMPERATURES ABOVE 55* F, AND WILL PREVENT NITROGEN LEACHING. n PUBLIC WATER DEVELOPED AMERICAN NURSERY & PUBLIC WATER LANDSCAPE ASSOCIATION 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE APPLICATION WITH CUMULATIVE . . . . . . APPLICATION OF NO MORE THAN 2 LBS PER 1 ,000 SQUARE FEET PER YEAR IS PERMITTED. 4_1 C_ N/F TOP OF ROOT 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN MATT MED LLC, 3" MULCH AS SPEC. MASS TO BE n CHARLES V AND GARY J SLIGHTLY ABOVE OR SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE SALICE SURROUNDING GRADE BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, E.G. DEVELOPED 4" HIGH SAUCER (TYP.) 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A PUBLIC WATERFINISHED GRADE NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST Ou INDICATES IT IS NECESSARY. � r . PLANTING SOIL AS SPEC NOTE:4- U f7l� ON DIG 2'(MIN.) DEPTH C F I) TEST HOLE TO VERIFY ------- 4� C_ WELL DRAINED SUBGRADE 0 MATERIAL AUG 2 2 202? ROOT BALL C BROt'rN "A VEi• 0 « SaA w77Csouhoij Town A U IV 00 Y Plannina Board 196,73' TAMPED POROUS 3X ROOT BALL WIDTH (MIN.) (WELL DRAINED SUBGRADE S 40'40'4,9' W 10vlb 3 SHRUB & EVERGREEN PLANTING DATE BY DESCRIPTION APPROV. BY EDGE'EF PAVV'r.`�T' 70,00' FASEMEiVT I N.T.S. REVISIONS MAIN ROAD S-R, 25 7217 MAIN ROAD F SEED MIX FOR NATIVE/NATURALIZED TURF AREAS: MATT ITUCK, NY 11952 _0 (WHERE MOWING IS ANTICIPATED) E r�l SITE DEVELOPMENT FOR COMMERCIAL C) 34.0% - FESTUCA RUBRA -CREEPING RED FESCUE M C_ CVGE Cr PA VEWN r 33.0% - FESTUCA OVINA - SHEEP FESCUE 0 G 10.0% - FESTUCA BREVIPILA, 'BEACON' - HARD FESCUE, -BEACON- CONTRACTING & STORAGE 5.0% - FESTUCA OVINA VAR, DURIUSCULA, 'RHINO' - HARD FESCUE, -RHINO- 5.0% - FESTUCA OVINA VAR, GLAUCA (F. ARVERNENSIS) (F. GLAUCA). 'BLUE RAY BLUE FESCUE, -BLUE RAY- SN L, 5.0% - POA PRATENS.IS 'ARGYLE' - KENTUCKY BLUEGRASS, -ARGYLE- G.0 PLANTING PLAN 5.0% - POA PRATENSIS, 'SHAMROCK' - KENTUCKY BLUEGRASS, -SHAMROCK- 3.0% - AGROSTIS PERENNANS. ALBANY PINE BUSH-NY ECOTYPE - AUTUMN BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE 0 260.00 POUNDS BULK VIABLE SEED PER ACRE OR 6 POUNDS PER 1,000 SQ. FT. 00 SITE PLAN L. K. McLEAN ASSOCIATES, P.C. 0 USE (E.C.M.) EROSION CONTROL MAT (JUTE MESH) ON SLOPES 15% OR GREATER. = CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 4 z SCALE: 1"=30' SEE EROSION CONTROL MAT DETAILS ON THIS SHEET. 85 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. - Q0 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED 0 0 30 60 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R'S 0) Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL FE ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022 < DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE C8 DRAWING AND/OR IN THE SPECIFICATION (NYS M. LAW n SECTION 7209-2). Approved By: RGD File No. 22064.000 N/F �U-THORITy ,--4- NNAXE R LAWN IRRIGATION LEGEND COUNT LEGEND: STATION SUFFOLKIRRIGATION AREA 39,935 SQ. FT. OR 49.83% PUMP 41�1�' 7'� 07,203 PROPERTY LINE If PROPOSED FULL CIRCLE 3 (TOTAL SITE AREA 80,150 SQ. FT. RAILROAD 0 41-, IRRIGATION HEAD WD RA1 �x A� PROPOSED BUILDING FIVE ZONES FOR THREE DAYS OF IRRIGATION WITH ZONES X- V41 , i ��, PROPOSED HALF CIRCLE A'Ili 1- 2 & 4 SCHEDULED FOR ONE DAY EACH AND ZONES 1, 3 LONG ISLAND 1. L IRRIGATION HEAD & 5 ON THE THIRD DAY. Cu -,t 't x PROPOSED QUARTER CIRCLE IP31-10 PROPOSED DUMPSTER ENCLOSURE IRRIGATION HEAD -3 • N 33 t_10 N� A ZONE 1 9,470 SQ. FT. 50,41, EASEPEP'T PROPOSED LIGHT POLE PROPOSED ADJUSTABLE. // j I \1 CIRCLE IRRIGATION HEAD Cr I . . . . . I . . .1 N.1w rr.,� V 41 PROPOSED TRANSFORMER ZONE 2 11,865 SQ. FT. (SEE IRRIGATION DETAILS ON THIS SHEET) 41/ DECIDUOUS TREE F, SLAB m zy 6,912 S C CONIFEROUS TREE 9 13UILDING ZONE 3 10,700 SQ. FT. OpOSED Slof IRRIGATION PLAN NOTES: M PR STORAGE • • ON GRADE -0 UTILITY POLE o F.=29.50) Ir (F. IV >xz__ ELECTRIC MANHOLE 1. SEE LANDSCAPE PLANS FOR PROPOSED PLANTINGS. ZONE 4 7,900 SQ. Fr. -71 FLAGPOLE 2. SEE DRAINAGE & GRADING PLAN FOR PROPOSED GRADES & STRUCTURES. V, WATER VALVE _-E_--E 3. SOIL MOISTURE SENSORS WILL BE USED WITH THE ZONE 5 (DRIP IRRIGATION) FIRE HYDRANT -E- E IRRIGATION SYSTEM, TO WATER ONLY WHEN NECESSARY nj GROUND LIGHT DURING TIMES OF LOW SOIL MOISTURE. U/ 4. NO MORE THAN 1,000 GALLONS PER DAY SHALL BE NOTE: AN IRRIGATION TIMING PLAN WILL BE IMPLEMENTED 10 TRAFFIC CONTROL BOX USED FOR IRRIGATION. FOR THE SITE TO BE IRRIGATED IN PHASES SO THAT � r�. '�� - !' \ � ""/ •- -,` %` ,, `� n< :' SPOT ELEVATION 5. THE FACILITY WILL NOT RUN THE IRRIGATION SYSTEM SECTIONS OF THE SITE ARE TO BE IRRIGATED IN ON TOP WALL BETWEEN THE HOURS 2:OOAM & 7:OOAM F) A' ALTERNATING DAYS AND ENTIRE SITE IS NOT 0 0 0 SIGN DOUBLE POST IRRIGATED ALL AT THE SAME TIME. o 41 UNDERGROUND WATER �J UNDERGROUND ELECTRIC 0 TYPICAL SIZE OF IRRIGATION HEADS QUANTITY UNDERGROUND GAS EASEMENT AREA PROPOSED -30 FEET RADIUS ZONE#1 2 4, IRRIGATION HEAD IJA ZONE#2 = 8 ZONE#3 = 8 C7 MODEL 1-20-M ROTOR HEAD S ZONE#4 6 A, elf V., Top - 0 Pp 41608 41 4- PROPOS ON I STC S RAGE 9 PROPOSED -30 FEET RADIUS ZONE#2 1 ON GRADE .�/ SLAB (F.F.=:29.50) 1� -0 Q7 '77 - MODEL 46MI SHRU13 STAKE Wr, IRRIGATION HEAD 13UILING ZONE#3 1 D Or #4 REM UENG-TH AS NEEDED 44 �O MODEL HC-75F-7' A . - / k� 1 1, 1 '1 `� ..-_1�1. I I ,, I 41P CHECK VALVE -TIM- PROPOSED -20 FEET RADIUS ZONE#1 2 3 V IRRIGATION HEAD •C: SCH 80 NIPPLE ZONE#2 2 -q- N y m FINISH GRADE ZONE#3 1 P"^^.,9. J. _u ZONE#4 2 T SCH 40 THREADED COUPLER Pvc mm EUS(3) m m SCH 80 NIPPLE PROPOSED -10 FEET RADIUS ZONE#1 1 2: ......... 0 C: _u IRRIGATION HEAD ZONE#2 = 2 m ZONE#3 = 1 m LATERAL TEE OR X p) LATERAL PIPE a ZONE#4 1 PROPOSED -16 FEET RADIUS ZONE#1 19 p-,VC_ C.) IRRIGATION HEAD L ZONE#2 = 3 --------- ZONE#4 = 1 ROTOR HEAD N.T.S. S 40*40'48' V 245,01, IRRIGATION PLAN CALCULATIONS: CRAY!L:'r purr FINISH GRADE MP ROTATOR x~j1 . USING HUNTER IRRIGATION NOZZLES MP3000 (30' RADIUS) AT 40 PSI, A. cu / 360' = 3.64 GPM, 180* = 1 .82 GPM & 90* =0.86 GPM. 2. USING HUNTER IRRIGATION NOZZLES MP1000 (10' RADIUS) AT 40 PSI, 360* = 0.84 GPM, 180* = 0.42 GPM & 90* =0.21 GPM & 210' 0.49 GPM PRICK 3. USING HUNTER IRRIGATION NOZZLES MP815 (16' RADIUS) AT 40 PSI, 360* = 1.87 GPM, 180* = 0.93 GPM & 90* =0.49 GPM & 210* 1.10 GPM -: ) MODEL PROS-04-PRS40-CV 4. USING HUNTER IRRIGATION NOZZLES MP2000 (20' RADIUS) AT 40 PSI, SCH 80 NIPPLE 360' = 1 .48 GPM, 180* = 0.77 GPM & 90* =0.43 GPM & 210* r PVC STREET ELLS (3) 1 .10 GPM c- N/F 5. USING HUNTER IRRIGATION NOZZLES ABOVE WITH AN IRRIGATION RATE o TERRY AND LAURA WOODHULL N/F LATERAL OF 0.39 TO 0.97 INCHES/HOUR. n DEVELOPED 7355 MAIN ROAD CORP. TEE OR ELL CO 6. ZONE#1 HAS (2) 30' RADIUS AT 180% (2) 20' RADIUS AT 360% (1) PUBLIC WATER DEVELOPED LATERAL C 10' RADIUS AT 360* AND (19) 16' RADIUS AT 180', WITH A TOTAL OF PUBLIC WATER PIPE 0 25.11 GPM. 0 N/F 7. ZONE#2 HAS (1) 30' RADIUS AT 360*,(8) 30' RADIUS AT 180', (2) MATT MED LLC, 20' RADIUS AT 360', (2) 10' RADIUS AT 360- AND (3) 16' RADIUS AT cy 1� CHARLES V AND GARY J 180', WITH A TOTAL OF 25.63 GPM. r1q. _j SALICE SPRAY HEAD W MP ROTATOR 8. ZONE#3 HAS (1) 30' RADIUS AT 360',(8) 30' RADIUS AT 180', (1) DEVELOPED .C- PUBLIC WATER SPRINKLER 20' RADIUS AT 360* AND (1) 10' RADIUS AT 360% WITH A TOTAL OF 01, (JI GPM. 0 ON N.T.S. CU 9. ZONE#4 HAS (6) 30' RADIUS AT 180% (2) 20' RADIUS AT 360% (1) 10' RADIUS AT 360 AND (1) 16' RADIUS AT 180 , WITH A TOTAL OF ON 15.65 GPM. 1 .82 T", T� 4_1 Dprrvr.�, 1VED r-) SMRI.17,�' VB-STD AS 0 PROPOSED VALVE u BOX MODEL# AUG 2 2 ?022 1 MY. EGDV MANUFACTURED BY Scjuhoij- Town RAIN BIRD OR Planning Board APPROVED EQUAL. 196,731 1 .08 > --------- TO PROPOSED S--4-0'40'48' W FROM WATER - IRRIGATION 3 SERVICE 9 SYSTEM DATE BY DESCRIPTION APPROV. BY u E05-1 DF PAVEMrNr 70,00' F-AEF-MENT SITE PLAN -- 1 .38 -4 SCALE: 1"=30' REVISIONS MAIN ROAD SR, 25 (VAR- Vmm) 18-24" COILED WIRE PROPOSED 1 0 0 30 60 WATERPROOF CONNECTORS (2) 100 PSI NSF PROPOSED 1"0 7217 MAIN ROAD 75 1 Feet POLYETHYLENE REMOTE CONTROL VALVE MODEL PIPE 0.40 100 PSI NSF MATTITILICK, NY 11952 ICV-XXXG ACCO-SYNC-ADJ POLYETHYLENE am'"a PROPOSED DOUBLE 0.45 E ry FINISH GRADE CHECK VALVE PIPE SITE DEVELOPMENT FOR COMMERCIAL n 00 C- EDGE P,4vrmrv7, - STANDARD VALVE BOX MODEL #LF007 QT CONTRACTING & STORAGE 0 6 AS MANUFACTURED 6� 7; BY WATTS OR APPROVED EQUAL IRRIGATION PLAN SCH 80 T.O.E. NIPPLE N E W I TYPICAL DOUBLE CHECK VALVE DETAIL MAIN LINE PIPE & FITTINGS G- D C\j lea N.T.S. CN 0 0 L. K. McLEAN ASSOCIATES, P.C. 0 > --------BRICK SUPPORTS (4) CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 3' 7- 3/4" MINUS WASHED GRAVEL THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. Q0 VC SLIP UNIONS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrs 5 ffll�� IRRIGATION DETAIL UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 5698 ENGINEER, WHERE SUCH ALTERATIONS ME MADE, THE By: IVIF Date: AUGUST 2022 PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE FES < <� DRAWING AND/OR IN THE SPECIFICAnON (NYS M. LAW C9 n SECTION 7209-2). Approved By: RGD File No. 22064.000 GENERAL NOTES: BACK FLOW PREVENTER NOTES, 1. LOCATION OF EXISTING AND PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE 1. INSTALLATION OF THE RPZ DEVICE SHALL MEET ALL SCWA CROSS-CONNECTION AND MUST BE CONFIRMED INDEPENDENTLY WITH THE OWNING UTILITY COMPANIES PRIOR CONTROL UNIT AND SCDHS REQUIREMENTS. 12' MIN. TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES EXIST, THE CONTRACTOR CLEARANCE SHALL NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. WHEIJ OPEN HEATED HOT BOX ENCLOSURE 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL PROPOSED GFI OUTLET (120V HUBBEL MODEL HB2-DT OR 30" MIN. AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY APPROVAL. WORK. THE CONTRACTOR MOST CONTACT THE APPROPRIATE "ONE-CALL" SYSTEM TO TESTCOCK STANDARD) WITH CONDUIT, SUPPLIED APPROVED EQUAL CLEARANCE TESTCOCK ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE 4. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN (NP.) OF 4 3.3' IN CONTRACTOR. CONTRACTOR TO MID.) OF 4 FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD SECURED PRIOR TO STARTING WORK. IN HEIGHT TRACING AND PIPE WHEN OPEN _ _ - - -- -- - - - - - - INSULATION ALONG ALL EXPOSED 'S' LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY PIPE & RPZ DEVICE PROPOSED GFI OUTLET (120V 3. MAXIMUM DISTANCE OF 125' (AS MEASURED ALONG THE PIPE) FOR RPZ/DCV TO BE REASON UNLESS SCWA IS NOTIFIED. HEATED HOT BOX 3.3' STANDARD) WITH CONDUIT, SUPPLIED ACCEPTABLE INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS ENCLOSURE HUBBEL I I BY CONTRACTOR. CONTRACTOR TO REQUIRED TO BE INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE IS MODEL HB2-DT OR I b INSTALL HEIGHT TRACING AND PIPE INSTALLED ACCORDING TO THE APPROVED PLANS AND SIGNING THE APPROVED EQUAL I ( INSULATION ALONG ALL EXPOSED 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING CERTIFICATION STATEMENT ON FORM NYSDOH 1013. I F_ - - - - - - - - - - - -1 PIPE & RPZ DEVICE AND PROPOSED), DRAINAGE, DRIVEWAYS, CATCH BASINS, UTILITY POLES, TREES, 7. THE BACKFLOW PREVENTER DEVICE SHALL BE TESTED ANNUALLY BY A NEW FEBCO MODEL LF825Y - OBSTRUCTIONS, ETC. TO PROPOSED WATER SERVICES. YORK STATE CERTIFIED TESTER. 2" RPZ DEVICE OR GFI 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR APPROVED EQUAL I FEBCO MODEL LF825Y - TRENCH NOTES, FREEZING. 3.0' I I30" 2" RPZ DEVICE OR I I MIN. APPROVED EQUAL 2 I 1, UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON 9• TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. 18"MIN. t I 3"0 MIN. DRAIN PORT BOTH SIDES OF THE TRENCH PRI❑R TO EXCAVATI❑N, I I '1 I I WITH SCREEN CLEARANCE). I I I (NP.EACH END) . 2, ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING 10ALL CONNECTIONS, TEE'S, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH, DOWNSTREAM OF RPZ DEVICE. 3" 3.33' 0 MIN. DRAIN PORT 3, BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' 11. PROPER MAINTENANCE SHALL BE PERFORMED. WITH SCREEN i 8"MJ IN. DIRECTION OF FLOW LIFTS, (TYP.EACH END) 12. DEVICE SHALL BE FROM N.Y.S.D.O.H. APPROVED LIST AND SHALL HAVE USC I I L- - - - - - -- - - - - - - - -J 4, CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL. GALV. ANCHOR BOLT AS 11 4L I EACH UTILITY INSTALLATION, PER MANUFACTURER'S a .. 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION REQUIREMENTS ° :. ' .'i , �;. 6�� HINGE SIDE OF ENCLOSURE 5, THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OR ACCESS TO RELIEF VALVE. ''• '• ' OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND UTILITY •' • . :. GRADE (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) AND ❑IL 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, LIGHT POLE, DOMESTIC WATER ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIRELINES. NOTE: DIAPHRAGM ON FEBCO MODELS MUST 6" THINK REINFORCED ELECTRIC TRANSFORMER, TREES, OR ANY LARGE ❑BSTRUCTI❑NS. PROPOSEDBE INSTALLED ON THE 30" CLEARANCE SIDE L CONCRETE SLAB ON 15, EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND PIPE STANCHIONSL 6" THINK REINFORCED CONCRETE SLAB ON OF THE ENCLOSURE. COMPACTED SUBGRADE INSTALLATION OF SERVICES UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTION 1, INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO DEVICE. COMPACTED SUBGRADE THE PROPERTY LINE OR AS SHOWN ON THE PLANS, 16, THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER, 2 DOMESTIC RPZ ELEVATION VIEW 2 DOMESTIC RPZ PLAN VIEW 2. LEAVE A 1' RISER ABOVE THE GRADE ELEVATI❑N AT THE P❑INT WHERE THE 17, DEVICE MUST BE LEAD FREE. N❑ LEAD SOLDER SHALL BE USED FOR THE PROPOSED WATER SERVICE WILL CONNECT T❑ THE EXISTING SERVICE LINE. N.T.S. N.T.S. INSTALLATION, 3, SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF INSPECTI❑N. MEASUREMENTS ARE TAKEN FROM TWO (2) NEAREST 18, THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER CORNERS OF THE BUILDING TO THE END OF THE PIPE AT THE PROPERTY LINE, METERS AND BACK FLOW PREVENTI❑N DEVICES. SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT THE SCWA NEW SERVICE DEPARTMENT, 19, BACK FLOW PREVENTION DEVICES MUST BE TESTED ANNUALLY BY A NEW HEATED HOT BOX ENCLOSURE 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY YORK STATE CERTIFIED TESTER. HUBBEL MODEL HB2-DT OR FROM ANY ❑BSTRUCTI❑N SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, ❑RAPPROVED EQUAL DRIVEWAYS. 20, TEST REPORTS MUST BE SUBMITTED TO BOTH THE WATER DISTRICT AND THE APPROPRIATE COUNTY DEPARTMENT OF HEALTH, FEBCO MODEL LF825Y - 5. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE 21. ALL INSTALLATIONS SHALL CONFORM TO BOTH THE WATER DISTRICT'S 2" RPZ DEVICE OR FROM WATER SERVICE, RULES AND REGULATI❑NS, PLUMBING CODES, AND NEW YORK STATE HEALTH APPROVED EQUAL WATERLINE SPECIFICATIONS DEPARTMENT REGULATIONS, 1, FOR PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE 22, LAYOUTS SHOWN ARE APPROXIMATE. ADJUSTMENTS MAY BE REQUIRED TO TYPICAL S.C.W.A. WATER METER AND -- - PIPE. SATISFY FIELD C❑NDITI❑NS. ALL ADJUSTMENTS SHALL BE SUBJECT TO SMALL 36" METER VAULT. METER VAULT _ 2. FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA THE APPROVAL OF THE WATER DISTRICT, Z TO BE FURNISHED AND INSTALLED IN STANDARDS =I ACCORDANCE TO SCWA STANDARDS. 3. PLASTIC PIPE SPECIFICATIONS, 23. MINIMUM CLEARANCES SHALL BE MAINTAINED, 3,1. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS 24. ALL MATERIALS SHALL BE NEW, NO USED MATERIALS SHALL BE I 10 MIN CAN BE INSTALLED FROM THE BUILDING TO WITHIN 15' FROM THE PROPERTY INCORPORATED INT❑ THE WORK, w 20 MAX LINE, THE LAST 15' TO THE PROPERTY LINE MUST BE CLDI PIPE OR 'K' 0 SOFT COPPER TUBING, 25, PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH PROPOSED J L 3.2. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 MANUFACTURERS INSTRUCTI❑NS, AWWA MANUAL M23 AND THE REQUIREMENTS VALVE BOX r2 EMERGENCY SHUT OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. PROPOSED DRAIN HOLE P.S,I, (WITH BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING OFF VALVE •' ':err•; .:;;.' ,r:'' r'. .. PRESSURE) 26. A C❑NTINU❑US AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH �' �' • '' '4j' ,�x ' 3,3. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS FOR ALL BURIED PIPE, BACKFILL MATERIAL SHALL BE TAMPED IN 6' NOT ACCEPTABLE, (BRASS COUPLINGS ARE REQUIRED,) LAYERS. STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF 3.4. FIFTEEN (15') FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE AT LEAST 6' BELOW THE BOTTOM OF THE PIPE, PROPOSED CONCRETE THE BUILDING TO THE START OF THE PLASTIC PIPE. 27. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54'. SLAB SERVICE LINE INSPECTION PROCEDURES 1. CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN 28, ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION INSPECTION WHEN YOUR WORK IS COMPLETED, (BEFORE 213OPM FOR FOLL❑WING BLOCKING ❑R TIE RODS T❑ PREVENT MOVEMENT. NOTE: ALL VALVES, BENDS DAY) 29. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE AND FITTINGS TO BE PER 2. CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE TESTED IN ACCORDANCE WITH THE LATEST EDITI❑N OF AWWA STANDARD EXISTING THE LATEST AWWA AND I 54" MIN. DAY OF INSPECTION, (600 SCWA OWNED SCWA STANDARDS. WATER MAIN 3. IF REINSPECTION IS NECESSARY, A $25,00 FEE MUST BE PAID PRIOR TO THE 30. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA CONTINUE 2" PLASTIC WATER REINSPECTION. STANDARD C-651-86 OR THE LATEST REVISI❑N. 4. LEAVE THE TRENCH OPEN, D❑ NOT BACKFILL THE TRENCH UNTIL SCWA LINE TO INTERNAL BUILDING INSPECTOR HAS APPROVED THE SERVICE LINE. 31, BACTERI❑LOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISTRIBUTION. DISINFECTION ARE REQUIRED AT L❑CATI❑NS SPECIFIED BY THE SUFFOLK 5. IF THE SERVICE LINE INSPECTI❑N PASSES, THE END OF THE PIPE BY THE COUNTY DEPARTMENT OF HEALTH SERVICES, GENERALLY, A CURB WILL BE PAINTED BLUE. IF SERVICE INSPECTION FAILS, THE END OF BACTERI❑LOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF THE SERVICE WILL BE PAINTED RED AND A REINSPECTI❑N FEE OF $25.00 WATER MAIN OR PORTION THEREOF, s WILL BE BILLED. 6. PLEASE D❑ NOT CALL SCWA OFFICE UNTIL 4130 P,M, IF YOUR INSPECTI❑N 32, AN OPEN OR CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED, DIRECTION OF FLOW E=> FAILS. 33, ALL ASSEMBLIES MUST BE INSTALLED WITH THE MANUFACTURER SUPPLIED co 7. NO OTHER UTILITIES (E G. GAS, ELECTRIC, CABLE TV, ETC.) SHALL BE BURIED RESILIENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. END TYPE "K" COPPER PIPE AND IN THE WATER SERVICE TRENCH, 2 90' ELBOW (TYP.) 2 90' ELBOW (TYP.) CONTINUE SITE WATER PIPING WITH (D o METER SETS o ' (900-CLASS 150 PLASTIC PIPE - TONE WIRE AND WARNING TAPE SHALL BE AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE I b CONTINUOUS ALONG ENTIRE LENGTH OF N DEPARTMENT TO HAVE THE METER SET, I MAIN / HEATED ENCLOSURE NOTES, WATERTAP BY S.C.W.A. V) ALL FEES TO BE PAID BY U-) 1. THE HEATED ENCLOSURE SHALL BE HOT BOX, HOT ROK, HYDROCOWL, CONTRACTOR SAFE-T-COVER, OR APPROVED EQUAL. 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. THE SCWA SHALL BE OWNER INSTALLED ANDrR- RESPONSIBLE FOR CONNECTION MAINTAINED PIPE TO METER j 3. THE HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND -I'-- 0 MAXIMUM OF 20' FROM THE PROPERTY LINE. TO WATER MAIN, CURB STOP, WATER METER, ASSOCIATED PIPING AUG G 2 2022 2 c- 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR AND CONNECTION TO OWNER O OF THE HEATED ENCLOSURE WALLS, WITH TEST COCKS ON THE EXTERIOR SIDE. INSTALLED PIPE DOMESTIC WATER SERVICE W� RPZ DEVICE LL Soutl-Ici U TEST COCKS ARE TO HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTION Planning Board 0 WHEN THE HEATED ENCLOSURE DOOR IS OPEN. TEST COCKS MUST BE IN HEATED ENCLOSURE ELEVATION POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE TESTING. N.T.S. 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER U FOR THE REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. 6/13/22 F.P. AS PER COMMENTS FROM SCWA 6/8/22 CFD 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). DATE BY DESCRIPTION APPROV. BY EQUIVALENT TO 7. ENCLOSURE MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT MATERIAL WA EROINTS MAIN STANDARDS OF REVISIONS BE SUBJECT TO FLOODING. CONSTRUCTION AND PRESSURE TESTED 0 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB TO ASSURE WATER TIGHTNESS PRIOR UTILITY 7 217 MAIN ROAD :�5TO BACKFILLING (TO PREVENT LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY + WATER MAIN OR WILL NOT OBSTRUCT THE FUNCTION OF THE RELIEF VALVE. M ATT I T U C K N Y 11952 Ej WATER SERVICE E 9. ENCLOSURE MUST BE N.Y. DESIGNATION. 18"MIN. SITE DEVELOPMENT FOR COMMERCIAL >� 00 c- 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. CONTRACTING & STORAGE N �- 101-0" -�- ,0'-0" t4EWRPZ DETAILS G.D�By UTILITY Qom_ s� * L. K. McLEAN ASSOCIATES, P.C. N ,i ao�, W CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 - 4 WATER UTILITY CROSSING DETAIL THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS = Sheet No. ANY PERSON FROM ALTERING ANYTHING ON 11-1E DRAWINGS Designed By: MF/CFD Scale: As NOTED 0 N.T.S. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL , 5b9 (� ROFESSIONALWHERE ENGNEER MUST SIGN, SFARE. DATE AND `���ROFES �P� Drawn By: MF Date: AUGUST 2022 C 10 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Q . • DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW n SECTION 7209-2). _ Approved By: RGD File No. 22064.000 N/F AUTHORITY 4-Ty WAVER 3FFOLK COUt R S-TgION LEGEND: S� x 1 4.6 PUM 307,231 110 PROPERTY LINE 4ILROAD AND R� L VNG ISL Ld LP PROPOSED PROPOSED 100 LEACHING CATCH BASIN m IM, ut Cu It PROJECT Im I I ii�/( i PROPOSED HYDRO ACTION AN550 I/A OWTS SEPTIC TANK E *83 �10 /, / 't ce) LOCATION 33'23'1� N 33 /S T 150,411-EASEMENT 0 (> 9 FE PROPOSED FUTURE EXPANSION 01 CH,41N LJN`� 28 PE K 0\ PROPOSED DISTRIBUTION MANHOLE SF, SLAB "-O-�IDM 6,912 ILDING D- PROPOSED 15" CPEP DRAINAGE PIPE Laurpl Stono L pROPOSED STST'O�A Iji GE 13U Supply Pius I".. i ON GRAD(F.F. 29.50) -s- PROPOSED SANITARY PIPE 5) C%j 00 9 rn- PROPOSED 2" DOMESTIC WATER SERVICE . . . . . . PROPOSED U.G. PRIMARY ELECTRIC 0 - ,- '' . 1 1`9. . I (_� N 01i 0 j K PROPOSED U.G. ELECTRIC V Go PROPOSED LIGHT POLE DUMPSTER ENCLOSURE -E g ROP. 54MI '29 9 5'MIN 5 IN. PROPOSED TRANSFORMER 'MIN. /6,MIN• 30 o'MIN. -------E-------E- MI =1 PROPOSED CONTROL PANEL F1 PR POSED CTRI L A EL Clkt O'MIN. DM 10L X FOR H PROPOSED BLDG. MOUNTED LIGHTS rn, HO E ACTON SE�, j:. a..... M H I � � � � PT Nl� TEST HOLE LOCATION 0 DECIDUOUS TREE 5 10, IN.- POSED 30 SANITARY ALARM �1/ CONIFEROUS TREE CONTROL PAN LOCATION MAP _0_ UTILITY POLE 77\ h',/ (ED ELECTRIC MANHOLE 'ID N.T.S. E 29 x 1 1 ,, FLAGPOLE cc c: - ff� z -31 co 0.1� tp: WATER VALVE 30 �--�77 4,608 SF' -2'9' pp Z 'ZB OpOSED I S'TOR� RAGE fj FIRE HYDRANT ON GRADE STORAGE 0"7 SLAB (F.F.=29.50) _0 0 -17 4�' GROUND LIGHT r7 BUILDING 1: IZ7 r_ TRAFFIC CONTROL BOX SPOT ELEVATION h �7 m ru-rm r" W TOP WALL _7 2,9 C . . . . . . SIGN DOUBLE POST V11 m UNDERGROUND WATER r / A UNDERGROUND ELECTRIC cwvt, 1.1%,%,r_--ucr UNDERGROUND GAS -31 28 . . . EASEMENT AREA COZ 5mcnz J11 __26 . . . .. .. -25 0 r A. -0 "T1 R PZ_ GRADE DEPTH PROPqSEDr1 > 4 7,1 01 ml ta I HEATED SEWAGE DISPOSAL SYSTEM DESIGN 28.5 ti C LoSb E 00 ALLOWABLE SITE SANITARY FLOW .,AVE (POPULATION DENSITY EQUIVALENT) GROUNDWATER MANAGEMENT ZONE: IV (600 GPD/ACRE) ry 'F!�jv USE 600 PD/ACRE X 1.839 ACRES 1,103.4 GPD (ax 31", PROPOSED DESIGN FLOW C, 7- S 40*40"48' 61 (2) PROPOSED 1 STORY STORAGE BUILDING 45.01 6'CNI!P Ll FCV17f DESIGN SEWAGE FLOW RATE: GENERAL INDUSTRIAL (STORAGE) 0.04 GPD/SF jII� Brown and pale brown fine sand SP BUILDING C BR1rA 11,520 SF X 0.04 GPD/SF 460.8 GPD Pi.7s7 RIM ELEV. =25.77 SEPTIC TANK : ) REQUIRED: 460.8 GPD PROVIDED: (1) HYDRO ACTION AN550 I/A SEPTIC TANK 550 GPD LEACHING POOL REQUIRED: 460.8 GPD 1.5 GPD/SF 307.2 SF N/F 307.2 SF / 31.4 SF/LEACHING POOL = 9.78VF C) TERRY AND LAURA WOODHULL N/F B DEVELOPED 7355 MAIN ROAD CORP. PROVIDED: (1) 10'0 x 10.67 EFF. DEPTH LEACHING POOL 10.67 VF PUBLIC WATER DEVELOPED PUBLIC WATER FUTURE EXPANSION -41 REQUIRED: 50% OF LEACHING CAPACITY 11.51 17' c- N/F c MATT MED LLC, PROVIDED: (1) 10'0 x 5.67' EFF. DEPTH CONCRETE LEACHING POOL Cn CHARLES V AND GARY J (HIGHEST EXPECTED GROUNDWATER 4.5) 1-1 TOTAL DENSITY VS. ALLOWABLE DENSITY co SALICE PUBLIC WATER ALLOWABLE SEWAGE DENSITY: 1,103.4 Ou ' r Z . ,E 1 / / N.T.S. DEVELOPED ACTUAL DENSITY: 460.8 GPD C_ TEST HOLE 460.8 GPD 642.6 GPD REMAINING C%j 1,103.4 GPD (By McDonald GeoServices, 4/23/22) all - 11 - . . I Z" 0 RIM ELEV. C) =23.15 AUG 2 2 201 ±950.0 ce TT04WRL! Southold 1 ioti,�m TO LAUREL TRAIL S.lDrk .K", UTa BODY Planning Board 23 196,731 -W ------ ---- - 40'40'48' V SITE DATA: DATE BY DESCRIPTION APPROV. BY -G-G-G-G EDGE DF PAVEYrNT SCTM #: 1000-122.00-06.00-035.007 70,00' F_A13f_m!7mT_23-- SITE AREA: 1.847 ACRES REVISIONS _0 MAIN READ S.R. 25 ("'1 VZDV*) NOTES: 7217 MAIN ROAD SITEPLAN 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. MATT ITUCK, NY 11952 _0 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. SCALE: 1"=30' E 3. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM. SITE DEVELOPMENT FOR COMMERCIAL 0- 0 30 60 CO CDrE t'PAVEMrNF Feet SURVEY NOTES: CONTRACTING & STORAGE 0 C� 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. of NE 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. '0 G.D PROPOSED SANITARY PLAN 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION C-) CN tz$ 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S "EMBOSSED" OR "INKED" 0 0 SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. L. K. McLEAN ASSOCIATES, P.C. 0 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE r1__ N > CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0 V-4 FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS LV THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS z SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, 85 Sheet No. cfl ANY PERSON FROM ALTERING ANYTHING ON TFE DRAWINGS GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. FQ Designed By: MF/CFD Scale: AS NOTED 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrS CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1\1 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL m SS 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. ENGINEER, WHERE SUCH ALTERATIONS ARE MADE. THE :D PROFESSIONAL ENGINEER MUST SIGN, SEAL,DATE AND 8. THE SURVEY CLOSES MATHEMATICALLY. Drawn By: IVIF Date: AUGUST 2022 1 P DESCRIBE THE FULL EXTENT OF THE ALTERATIDN ON THE < DRAWING AND/OR IN 'ME spEcinCATION (NYS ED. LAW > S1 SECTION 7209-2). d SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES [ Approved By: RGD rile No. 22064.000 30" H2O TRAFFIC BEARING, 8" THICK TRAFFIC RATED HYDROACTION 30.0 CONCRETE CHIMNEY (TYP) HEAVY DUTY CAST IRON TOPPING SLAB FOR PRETREATMENT FRAME AND COVER TANK BY SUFFOLK PRECAST WATERTIGHT, BOLTED LIDS HEAVY DUTY WATERTIGHT AND _ 8" THICK TRAFFIC RATED HYDROACTION WITH GASKETS TO GRADE LOCKING FRAME & COVER TO CLEANOUT & EXTERIOR DECK PLATE TOPPING SLAB FOR PRETREATMENT (ELEV. 28.62) GRADE TOP OF RIM END CAP TYPE FLUSH WITH GRADE TANK BY SUFFOLK PRECAST ELEV.=28.54' LEVELING DEVICE 2.5'MAX. --_- N M gg- C.""`•-- � '" 8" DIA. 4.0' MAX - -- _ SDR 35 PVC plpE PITCHED MIN. i/4" PER 1. S MIN. 4" DIA. 5" SDR 35 PVC PIPE PITCHED MIN. ABOVE OUTLET INVERT MIN. 4" DIA. CONTRACTOR TO CONNECT NEW __ MIN. 1/8" PER 1' SDR 35 PVC PIPE PITCHED 6"SDR 35 PVC PIPE TO EXISTING MIN. 1/8" PER 1' 4" CAST IRON PIPE WITH DREDUCER. INVERT (IN) 8 EXISTING 4" CAST IRON SANITARY ELEV. 25.12' L 2" MIN. INV.=24.88 PIPE WITH TRAP LOCATED INSIDE OSI OF BUILDING (INV. 26.00) INVERT (IN) ELEV. 25.05' INVERT (IN) ELEV.=25.29' (DIAGRAMMATICALLY SHOWN, ACTUAL DISTRUBUTION f SAMPLING MANHOLE PIPE LOCATION TO BE ON SIDE OF TANK AS SHOWN ON SHEET S3) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 8'--PRECAST CONCRETE PERFORATED 8'--PRECAST CONCRETE PERFORATED MANHOLE SECTION MANHOLE SECTION CAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F" HYDRO-ACTION AN550 OWTS TANK WZ H-20 LOADING KIT 4 __ ADJUSTABLE CASTING TO GRADE FINISHED 550 GPD GRADE SECTION -'�- ADJUST TO GRADE WITH N.J. SHALE -- -,_----RED BRICK & MORTAR (MIN. OF TWO URSES & MAX. OF 15") PROPOSED HEAVY DUN AND STAINLESS ER OF STONE LOCKING CAST IRON COVER TO STEEL BOLT /8 MIN. 6" SEPARATION GRADE EL. 28.59 AN 1/8" THK. WASHER BRICKWORK AND STRUCTURE PROPOSED CONCRETE CHIMNEY SEE CONCRETE NOTES: 3/8" 0-RING GASKET PROFILES PVC PIPE ELBOW 2.0'MAX.CHIINEY 20" 2.5'MAX. 1. CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. C� 28 DAYS. NOTES " MAX. 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 306 OR "X6" 60' WYE BRANCH 35B SPECIFICATIONS 2. ALL FRAMES & COVERS SHALL BE HEAVY DUTY, H-20 LOAD 2. LOAD RATING: H2O BEARING, WATERTIGHT, INSECT-PROOF AND LOCKABLE. 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND LOW e-D� ,� FLOW PRECAST OR APPROVED EQUAL. SDR_�y � 3. CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT EXCEED TWO FEET IN HEIGHT. (TYP.) WATER TIGHT HEAVY DUTY LOCKING FRAME TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL 4. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED & COVER N.T.S. ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. N.T.S. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. DOMED SHAPE FOR UC . 5. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL MAXIMUM LOAD STRENGTH [---DUCTILE IRON 3'MINUCTILE IRON 3'MIN.-'-I COMPACTOR AT 6" LIFTS. INVERT (IN) HANDLE FOR EASY REMOVAL OF DOMED SHAPE FOR ELEV. 24.79' 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF SAFETY SCREEN SIZED TO FIT INSIDE MAXIMUM LOAD STRENGTH ANY DISTURBED AREAS. FIRST 24" RISER HANDLE FOR EASY REMOVAL OF 25 MAX. SAFETY SCREEN 7. ALL LEACHING POOLS TO BE INSTALLED AT THE SAME t PROPOSED UTILITY ELEVATION. NOTES: S SIZED TO FIT INSIDE ' 1. SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE FOR FIRST 24 RISER A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. 4 21.25" 2. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE r CAN BE USED WITH OR WITHOUT SCREWS FACE OF THE BUILDING, ALL HOUSE CONNECTIONS MUST BE 3: 0 25.08" CAN BE USED WITH OR CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE WITHOUT SCREWS -- r BUILDING. v� 777.7 .0 =_=� 4 - ~_dE `� SANITARYZUTILITY CROSSING DETAIL _,-_1 (D N.T.S. n 11$-opt POLYLOK 24" SAFETY SCREEN POLYLOK 20 SAFETY SCREEN "O HDPE, PART NO. 3008-SS POLYLOK 20"4 HDPE, PART NO. 3009-SS .� POLYLOK 24(OR APPROVED EQUAL) (OR APPROVED EQUAL) 0 N.T.S. N.T.S. IZA O.W.T.S. NOTES: 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON-SITE USING A METHOD APPROVED BY THE MANUFACTURER. 2. THE DESIGN ENGINEER SHALL OBSERVE THE O.W.T.S. PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. U I I THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANTICIPATED SCHEDULE AT LEAST 48-HOURS IN 0 3' ADVANCE OF WORK. THE CONTRACTOR SHALL NOTIFY SCDHS FOR INSPECTION IF/AS REQUIRED. ,, (MIN.) �`.-T�•"',� + 3 COLLAR 3. THE CONTRACTOR SHALL PREPARE A COMPACTED 3' BED OF ASTM C33 SAND AT THE BOTTOM OF THE - .------ - (M(N.) 0 COUAR EXCAVATION, AND SHALL SET THE STONE LEVEL TO WITHIN 1/8". THE CONTRACTOR SHALL PLACE THE I/A O.W.T.S. ON THE PREPARED SAND BED (AND/OR CONCRETE SLAB WHERE NOTED) AND SHALL SET THE AUG 2 2 ?0?? D TANK LEVEL TO WITHIN 1/8 INCH. sou�ho!d (o�v:, I BOTTOM OF POOL . 10'.w I 4. UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO Plannir. > ELEV.. 14.12': 1 VERIFY THESE LOCATIONS. U I 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ANY DISTURBED AREAS. 3' M'N._ ABOVE. HIGHEST 6' MIN...PENETRATION INTO 6. ALL SANITARY PIPING, STRUCTURES, AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN EXPECTED. G OUNDWATER: A VIRGIN.STRATA,OF ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL DESCRIPTION APPROV. BY :. . SAND & GRAVEL QUALITY STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR DATE BY OTHER THAN SINGLE-FAMILY RESIDENCES, DATED JULY 21, 2020. REVISIONS 7. THE ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS 7217 MAIN ROAD FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND SHALL BE AN AUTHORIZED INSTALLER. PROPOSED LEACHING POOL BACKFILL MATERIAL 8. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY r :, MATTITUCK NY 1 1952 CLEAN SAND AND DEPARTMENT OF HEALTH. SITE DEVELOPMENT FOR COMMERCIAL C- GRAVEL 9. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. CONTRACTING & STORAGE N 0 10. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. 11. ALL ELECTRICAL LINES FROM THE BUILDING TO THE I/A O.W.T.S. CONTROL PANEL SHALL BE ENCLOSED IN �pf NEW 10 SCHEDULE 40 PVC AND MAINTAIN A MINIMUM EARTH COVER OF 24" UNLESS GREATER COVER IS REQUIRED �'` , �0�� G'D/9jq�'� SANITARY DETAILS N _ HIGHEST EXPECTED WATER ELEV.=4.5 BY MANUFACTURER. N 0 Q 12. ALL PENETRATIONS INTO THE O.W.T.S. SHALL BE SEALED AND WATER TIGHT. * • � L. K. McLEAN ASSOCIATES, P.C. _ W N 13. THE I/A O.W.T.S. SHALL VENT THROUGH THE GRAVITY SEWER PIPING IN THE EXISTING BUILDING. NO n u? CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 �- ADDITIONAL VENTING IS REQUIRED. 56985THE mucAnoN LAW OF THE STATE OF NEW YORK PROHIBITS p �P g y: MF/CFD Scale: AS NOTED N AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS �-FESCj, O ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS O Designed B e• Sheet No. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGIWHERE UCH TIONS ARE DPROFSSNALENGINEEREER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: AUGUST 2022 S DRAWING AND/OR S THE SPECIFICATION (NYS ED. LAW Approved By: RGD File No. 22064.000 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE SECTION 7209-2). MODEL NO. PUMP COMPRESSER POWER CIRCUIT 120105 11 C31 04.5185 � BLK --�- BLK M 1 BLK ��- ;�/� �\ PAGE 02.0407 05.4971 I L1 SPi `J SPRAY ' 1 ° 06.0801 ] N M"T WIT PUMP MOTOR/02.0718 ° ° Ln \ / PUMP RATINGS: , � 3/4HP @ 115V s�2.70 ° ° C132 M2 CSR 6 LOOPS 'I -- G -��- \ 15.0 F.L.A. ° 02,0718 = BLK '�1 BLK BLK RP1 - - - - /RECIRC \PUMP RATINGS: ° ° ° PUMP 3/4HP @ 115V + ° ° I NAT rWHT - - - - �\ MOTOR/ 15.0 F.L.A. ° ° % \\ 1.11 11 ilk > 6'-4" 'n C133 M3 � ° 'I _ BLK yBLK �, BLK MP1 � ��� / MIXER \PUMP RATINGS: N WHT PUMP 1 3/4HP @ 115V N — ° ° ° 02. 407 ° -\ MOTOR// 15.0 F.L.A. ° C134 11��G 0 0 0 0 CRY �-- CRY C1 - - --�/ COMP \'OMP. RATINGS: ° ° 1 4HP @ 115V 04.2686 ° ° ° ° ° ° 05.8303 w `""T N - - - - -\ MOTOR// 5.4 F.L.A. X6.3300 °° ° X4.7683 NOTE: ALL MOTORS MUST HAVE INTERNAL 132 U1 OVERLOAD PROTECTION. G PLC CONTROL PANEL BLU LR1 -Q1 RED WMT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES W/ HP80 COMPRESSOR 2 M1 BLU LR1 -Q2 PINK M2 WHT © E PINK WH H D-D3 A RECIRC RUNNING BLU LR 1—Q3 YEL/VM M 3 W'T ' - YEL M G MIXER RUNNING B`U LR1 WT LR1 -Q4 BLU RED 16 PLC INPUT FLCW LI AS-1 BLU PINK J B BLU RED RUN A U D. s'-s" 5 1� 6 ALARM Li MUTE ORG BRN 7'-5j„ HWA BLU ITEST O EXISTING INCOMING SERVICE 0 I ALARM NEW 20 AMP, 1 POLE BREAKER LIGHT UTILITY 0 VOLT � RED BLK RED WTHYDRO�ACTON�CONTROL SERVICE PANEO 5' `87 C-C2 5�-2g" 2#12, #12 GRD IN 3/4" PVC CONDUIT ENABLE BLU 1 2 'E` 11 PLC INPUT AV � 24" BLU OVERRIDE YEL HYDRO- HYDRO- CIRCUIT Cc= LLU3 (,�� 4 CSR M14 PLC INPUT ACTION ACTION BREAKER METER I- 2 -8 I' 5'-6" - I BLU WH/PINK PLC INPUT COMPRESSOR PANEL PANEL ��„ 3'-11�" Cu TIME DOSE TAN 17 PLC INPUT BLU DEMAND EXISTING 2#12, #12 GRD GROUND RO TAN wH IN 3/4" PVC CONDUIT SPRAY 18 PLC INPUT - v� OIALS NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. GENERAL 1. BURIEDEM A LECTRICALPOWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. BILL OF MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. W1 131 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. W1 REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. WIRING DIAGRAM ITEM PIN DESCRIPTION QTY: FIELD WIRING MUST BE A MINIMUM OF 60°C COPPER WIRE. HA-180056 TANK, AN550 245 NITROGEN REDUCTION 1 N.T.S. CHANGES TOLERANCES DRAWN BY DATE i A 180055 TANK, AN550 245 PRETREATMENT 1F DECIMALS C. BARRICK 11/3/16 SCHEMATIC, ELECTRICAL `' XXX = 1.005 B 100118 COUPLING, 4" SCH 35 PVC SXS 1 4T p XX = 1.010 MATERIAL SPECIFICATION: b_ '=; FRACTIONAL X/X = ±.1/64 SCALE: PART N0. C 240018 FG CONNECTING PANEL 24X19 2 C o SEPTIC PRODUCTS INC B ANGLES AS NOTED 120105 C1 160028 ADHESIVE, CARTRIDGE 1 A FULL 1 " #10 SELF TAP PPH ZINC 2 - s T'L P-- . C2 240031 SCREW, .., _ D 760066 FASTENER, 3/8-16 X 3 3/4" AT HHCS D1 200013 NUT, 3/8"-16 SS 3 AUG 2 2 2e22 Sou,Fc!I To.v6 o D2 200006 WASHER, 3/8-16 SS 4 Planning 130 rd D3 200034 WASHER, SS 3/8" LOCKWASHER 1 '- E 100110 ASSEMBLY, RE-CIRCULATION 245 COMPLETE 1 U F AP600-P AP600 ATU Wif PLATFORM COMPLETE 1 DATE BY DESCRIPTION APPROV. BY G EC50-30-L100-PLC EC50-30-L-100-PLC 1 REVISIONS H 100023 PIPE, 4" PVC SCH35 (1 ) 16" LONG 7217 MAIN ROAD 100023 PIPE, 4" PVC SCH35 (1 ) 28" LONG MATTITUCK NY 11952 Q � J 180111 TEE, STRAIGHT 4" SCH35 1 SITE DEVELOPMENT FOR COMMERCIAL o 'C K N 100023 PIPE, 4" PVC SCH35 (1 ) 10" LONG CONTRACTING & STORAGE • • • AN550 245 NITROGEN REDUCTION SYSTEM DRAWN BY: A.DAVIS �Pa6CJV E By � SANITARY DETAILS 2 N • • APPROVED BY: SIGNATURE DATE: REV. PART# * �� N h dro ctiod 06/03/14 007 HA- 1 80056 `- d O 0 green from the ground up L. K. McLEAN ASSOCIATES, P.C. f' + N �O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 56985 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. �t,� ANY PERSON FROM AIMING ANYTHING ON THE DRAWINGS �� Designed By: MF/CFD Scale: AS NOTED BNACCOMPANYINGSPECIFICATIONS, DS O UDR THE DIRECTION OF ALICENSSEDPROFSSIONAL R�FES UNLESS ENGINEER, WHERE 0-) (� ALTERATIONS ARE , THE PROFESSION&ENGINEERMUSTSIGN, SEAL, DATE AND T .. Drawn By: MF Date: AUGUST 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Q DRAWING AND/OR IN THE SPEanCATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 22064.000