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HomeMy WebLinkAboutKupari, LLC �,oF soar John M. Bredemeyer I1I, President �� yQ� Town Hall Annex Michael J. Domino,Vice-President ~ O 54375 Main Road P.O. Box 1179 James F. King,Trustee Southold, New York 11971-0959 Dave Bergen, Trustee OQ Q � Telephone(631) 765-1892 Charles J. Sanders,Trustee lij''COU � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 10, 2015 Karen A. Hoeg,"Esq. Twomey, Latham, Shea, Kelley, Dubin & Quartararo LLP PO Box 9398 Riverhead, NY 11901-9398 RE: KUPARI, LLC OFF ROCKY POINT ROAD, EAST MARION SCTM# 21-1-30.3 Dear Ms. Hoeg: The Southold Town Board of Trustees reviewed the site plan prepared by D.B. Bennett, P.E., P.C., last dated January 8, 2015, and determined that the proposed construction of a two-story dwelling with sanitary system, and detached garage is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 0 0 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, OV4- John M. Bredemeyer, III, President Board of Trustees JMB:eac i x x:1;:0; �000 oz�o Nee?o oe �br r°n � — . ! +s re M VE. :, �♦Y � ♦ �PN�W ! e la x rt erx as-N IOC O r f Ye ♦ a�xa.Plo«.or,uNeFes=n Feeeoeowo,wtu.Eo I�+ O �1�♦ '��~ w ,Q.♦ e .ono«cn�cwaoaw.N.o«om I ^,Y `0 m ♦+� r' po_ M j.0 e� ,��'eP ,♦P M+ ♦yn i, � �YNERN b YpiN'T M � ♦! wl xz 2NA Y ® a., ! . x to tm. -, ♦ / O5 � I +M -' � m ixA a •� iP ' -j - ♦,eP 6 e ♦! a l '(N FOR PLL.N 9 ry xr 4 SEElsEC.N Fort PCL. a ''0'♦ x1P arc - -0p1J SEE SEc.Ib '♦\1 � 19p*MT y -- .9 • . - WTLN — --- —�—_--LINE' QTP EEE SEL.NO Oi0 ,x x mR G W NOTICE COUNTY OF SUFFOLK C K as eW1N01D SECTION NO sem '�:,� � E Real PropeTax Seice Agen r pI...M1,,..' c.NMrc„rty ry N..RI..NNw.Nrnwt M LwFOF 21 .. A was c+ra teW —.-- Yx y�✓ P m m. PROPERTY MAP �Celebratin Over 40Years o Service Twomey, Latham, Celebrating f MAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 A T T O R N E Y S A T L A W Riverhead,New York 11901-9398 MAIN OFFICE: Thomas A.Twomey,Jr. 33 West Second Street (1945.2014) Riverhead,New York 11901-9398 Stephen B.Latham John E Shea,III Telephone:631.727.2180 Christopher D.Kelley Facsimile:631.727.1767 David M.Dubin o _ \i www.suffolklaw.com Jay P.Quartararo Peter M.Matt khoeg@suffolklaw.eom Janice L.Snead 1 Extension 269 Anne Marie Goodale �AR ���� Direct Fax:631.727.2385 Bryan C.Van Cott Kathryn Dalli Laura I.Dunathan Lisa Clare Kombrink Patrick B.Fife Fred W.Thiele,Jr. Melissa H.Sidor February 26, 2015 Kelly E.Kinirons Lauren E.Stiles Southold Town Trustees Patricia J.Russell Reza Ebrahimi 54375 Main Road Bryan J.Drago P.O. Box 1179 Bernadette E.Tuthill Craig H.Handler Southold,New York 11971 Alexandra Halsey-Storch Attention: Jon Bredemeyer, Broad of Trustees President Melissa S.Doris OF COUNSEL Kenneth P.Lavalle Re: SCTM No.: 1000—21 —01 —30.3 Kevin A.Fox Kupari, LLC Karen A.Hoeg Jennifer P Nigro• Rocky Point Road, East Marion,New York Nl&LA BARS LL.NI IN TAXATION • N'INI"AI, Dear Mr. Bredemeyer: Enclosed is a site plan prepared by DB Bennett, P.E., P.C., last dated January 8, 2015, for the above property. As the property is situated on the Long Island Sound, we are requesting a letter of non jurisdiction form the Town Trustees. Please advise if you need any further information. Very ly yours, C/Y- Karen A. Hoeg KA /lf OTHER OFFICE LOCATIONS: Enc. 20 Main Street East Hampton,NY 11937 631.324.1200 51 Hill Street Southampton,NY 11968 631.287.0090 490 Wheeler Road Suite 165G Hauppauge,NY 11788 631.265.1414 56340 Main Road P.O.Box 325 Southold,NY 11971 631.765.2300 -•-•-•-•- - - - - SITE DATA: - �` ' i ; i i ; i i \\ `\ `, \ \\ i .K i 1 `� \ I` - - - - - - - - EAST MARIOq HOUSE -'-'-'-'- -'--'-'- ROCKY POINT ROAD, EAST MARION, NY �\ �+ 1, i ; i i \, `,� `\ \\ \`` \`` \` � 25� GETTEb \ t 1 I I I I \ ` \ ` ` ` ` 1 i . +\ NEAREST CFOSS STREET: 195 FROM SOUTHERN BLVD. + ' ' ' ` ' ` ` \ ` `\ \ ` `� B FFER , -.-.-.-. -.-. ZONE: - R-4Q ; t , t \ , \ ; ,` , \ I , .\ , •� I i `, i - ` ` � - - - - - LOT AREA: d80 203 S.F. (20.207 ACRES) ` ` ` ` ` �+ �+ + \` ` �` �` ` ` ' 1 W \ \ \ \ , \ , ` `\ ` ` ` \ -----•-• LOT AREA EXCLUDING AREA SEAWARD OF COASTAL EROSION HAZARD LINE: 850,183 S.F. (19.518 ACRES) `\ \ \\ `; \ `. \ `\ + \ `� \ ` I I ► fV LL ...... _ _ _ _ TAX MAPS I,D. NO.: 1000-21-01-30.3 +�, _:_: - -.- . N PARCEL 2 SETOFF MAP FOR H. LLOYD KANEV, FILE* 11523, FILED MAY 9, 2007 ; �`\ �`\ �`\ `%\\ \` � �` \\, KROPOSE� TORY\\HOUS0 IPROPE4Y \ N DESIGN FLOW RATE: ` ` ` \ \ \ �'�` \ \ \ \ \ ` ' DINE ' ` � X cM M \ \ APPROX. F ' - - - - - �'� CONSTRUCT NEW SINGLE FAMILY RESIDENCE; ` + \ \ \`L l ` ` \ ` \ ' `\ N 0069 ......- -'-' y O r TOTAL NUMBER OF BEDROOMS: 5 PROPOSED; DESIGN FOR 6 FOR POTENTIAL FUTURE ADDITIONS. ` \ ` + `% ` F.�: EL) + ZOO ' ' Q `- N J \ \ 1 \ \ p \ \ \ , , \\ / 1 \ \ \ 1 \ ` +O' E ` \ \ \ '' ' 1 M �� SEWAGE DISPOSAL SYSTEM: \ \ ` \ O \ 0. Z / `\ \ \ \\ \ \ MIN ` \ \\ \�` ; \ N/o F n r + ROPOSED SANITARY a) c - - - - GRACE RA SEPTIC TANK: ` \\ `\ \ ` "' {' 1 (� u -� \+ V QF- - \� \♦`, \`'r�OV'C/�L,�-6'X5' ST sAT� DESIGN FOR 6 BEDROOMS AS PER S.C.D.H.S. TABLE 2 `\\ 1 ' +'\\ (2) $'©!A. X 'IO' DEEP LPS ', a Q N SEPTIC TANK REQ'D. = 1500 GALLONS CAPACITY , - 2 _ a o S \` \ \\ 1 \ •\ I cu -p O I 0 O LEACHING POOLS: / ` ' O g � X990 `, I PROPOSCa,1 STORY GARAGE w rn ��� c� T ^ ---- APPROX. 75 SAF \e I Jot '�, i 111 13 RIGH vr; l I DEPTH TO GROUNDWATER = 45 BELOW GRADE , x�, , , , , , \ ` I C COCO a� o a .2O W c AS PER S.C.D.H.S. STANDARDS, TABLE 4 - GROUNDWATER t \\ - -' EL. +53.0 , + `\ Ico DEPTH 21 FEET, CONVENTIONAL LEACHING POOLS .-' / ► ' ` I �aa.sa w - NO PLUMBING) ` p" LEACHING POOLS: 2 POOL, 8 FT. DIAMETER, 8 FT. DEEP EACH, + `3,3 _ 'sr s 45'00 2 SIDEWALL AREA REQUIRED: GREATER THAN 400 SQ.FT. \\ - /'' , ' ,% ! `\ \`\ i m ,'� o ga S PARCEL S` PRIVA ACTUAL 400 SQ.FT. (OK) m s4•$8 PRIVATE WELL - LO VERTICAL DATUM = NAVD 88 \N�`-____ 4o j, j�, o� `(p�N ` �` I' ` ROPOSED POtA\BLE WELL`. \ � ,. , \\ \ \ `_- $� u 4' F .00 - \ �W\ O N"- PROJECT NOTES: \� /� \ ��`\ $ 82.31 94891pc ,Cpl 0 ,� O 1. NO POTABLE WELLS WITH 150 FEET OF PROPOSED SANITARY SYSTEM. PROPOSED SANITARY SYSTEM N. \ i r 2 ` . ` `\N 24.g 1 / LOT a AND PROPOSED POTABLE WELL MORE THAN 200 FEET FROM PROPERTY LINES. NO EXISTING OR \ \ PRIVATE WELLtza PROPOSED SANITARY SYSTEMS WITHIN 150 FEET OF PROPOSED WELL. ` - _ +, `\\ \\ `\\ �z 1� ` 2. BASEMAP PREPARED BY NATHAN TAFT CORWIN SURVEYING, LAST REVISED SEPTEMBER 15, 2014. 1 '--------- -- --- `, \` / c 9 . / [v`y i I I 1E PUMP HODS -- /„; FOUND 3. THE CONTRACTOR SHALL HAVE A UTILITY MARKOUT PERFORMED PRIOR TO STARTING ANY WORK. ' ; ', 1 + I , A CONI• MON' THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AND SHALL W }. \ 1 , \ . j \ ,� a� �"` ' � ' ' t\ 1 1 ` \ I ,' `\ ' _ �' T EXERCISE CAUTION WHILE WORKING NEAR UTILITIES. EXCAVATION IN THE VICINITY OF EXISTING UTILITIES CIVIL SITE PLAN Z / 1„ , \\ \ t , \ \ , , 1 \ \ , , , , I oI i - �2 err, 3 n I "'" "' '� \ \ ` ` ' ` ` - ' A ''s + 0++ w y `" LOT SHALL BE DUG BY HAND. THE CONTRACTOR WILL COORDINATE WITH UTILITY COMPANIES REGARDING SCALE: 1 = 60 M \ t S �g �' //, I'll .� ` `\ , \� 1 I 1 , \� `, \` \\ ,` ,\ , + �, SHORING, BRACING AND MODIFICATION OF THEIR UTILITIES AND APPURTENANCES AS REQUIRED TO ` p '! ''� ' g6 47 PROGRESS THE WORK. THE COST OF UTILITY IDENTIFICATION, COORDINATION, PERMITTING AND 0 (o M \35 P PtR�Y `, PROTECTION WILL BE INCLUDED IN THE PRICE OF THE BID. FRTY I , v� '`.\ \ t , 1 1 1 I t \ \ , \ ` \ ' \ 1'-0"MI . E \ "� I , , , + \ , \, \ `+ ' \ \ 1 t0 O 4. COLLAR IS NOT REQUIRED WITH RATEABLE MATERIAL EXISTS FOR FULL DEPTH. n 2 °„M Z N \ 1 1 \ \ 25 VEGET'I1TEb \ \ IACIMIC CAcr i1111ED wR10E 0 W , 1 i �\ \+ \B FFER i 1 W a+ioo r-a'MIN. \ 1 , , 1 L 5. THE MATERIAL USED FOR THE COLLARING SHALL BE COMPRISED OF SAND AND GRAVEL Elan wGE o t \ , W OT d+sGo 2'-O"MAX. ' 1 CO FILTER MATERIAL CONTAINING LESS THAN 15% FINE SAND, SILT, & CLAY (SILT & CLAY O • : ., :.,. :r.. 4"•:' 3'MI 3'MI _ FRACTIONS ARE NOT TO EXCEED 59), z-° 2-° �RO�OSEO TORI"\HODS �ROPER7Y ` - h, •. _,,...; •...: :...,:..:,,:.w:•. a ARPRQX. SF \`._; BINE \` pRIVATE WELL 6. CONTRACTOR TO ERECT 4 FEET SAFETY CONSTRUCTION FENCE AROUND THE EXCAVATED AREA - p \\ >, , I `� L WHEN UNATTENDED DURING OFF WORK. IL d U F.�\EL.\+ 0 \ r I IVATE WE Mr a+4u' ;% En'au1r� 0 + >+(n ©`\ `\ --=' I \\ s' IN 7. CUT ALL PIPING CONDUIT, OR ABLE ASSOCIATED WITH UTILITIES SERVICES TO BE REMOVED OR 0-_0„ °„ 8 If] 0 0 W O CIPOSED SAMTARY \\ Rp ABANDONED TO A MIN. OF 24 BELOW FINISHED GRADE. CAP ALL CONDUIT AND PIPING. '= ® ® ® 0 8 0 � 0 \`�QQ1C�r�E;8'X5'ST �+ �O S S11tATMORS � \\` ' ' \ ` 8. DURING THE COURSE OF DEMOLITION AND EXCAVATION, EROSION AND SEDIMENT CONTROL MEASURES '� ® ® ® a ``,,(2)8�DJ44. X 10' DEEP LPS t - `- C� I n In 0 w ,ir I + `\ - I '� WILL BE REQUIRED. SEE EROSION AND SEDIMENT CONTROL PLAN FOR SPECIFICATION. p M 53 0 O r` ' �\ \` \ \\\ -- `f. ' t \ ``\ ``\ PROtO.SED 1110 GALLON CAPACITY PIlf_W SEIRIC TANK 4.°00 od rm ® ® ® 0 1 �' ' PROPOSED\1�TORY`GARAGE ; I W ® m 0 0 APPROX. 7'15 SE \ I i W LOT 0 0 0 EL. +53.0 ' '+ \. I 1 HELL 8 En E3 0 ' I ' P E DRAINAGE NOTES: 'E ® ® ® o NO PLUMBING) i � FSI fel m0 ELL TEE EXISTENCE AND LOCATION OF AERIAL, SURFACE OR SUBSURFACE UTILITIES anon D-+3w INDICATED ON THE PLAN ARE NOT GUARANTEED. THE CONTRACTOR SHAH HAVE A � UTILITY MARYOUT PERFORMED PRIOR TO STARTING ANY WORK. THE CONTRACTOR '-0"dia. 3'-0"MIN. \ ► , N �z SHALL BE MELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, AND SMALL ND aauloMGDI ROPOSED POl'I�BLE WELL` , 0 EXERCISE CAUTION ANILE WORKING NEAR S. EXCAVATION IN THE VICINITY OF scoumom 9 \`♦.`` ,,' : \ \`♦.` '`♦\ \\\ O ,N Via. u , EXISTING S'T'RUCTURES AND UTILITIES 3NALL�DUG BY RAND. THE -CONTRACTOR-W Li. ,.,aoo cAinrl CPR+}I6fK(,00NaETe sErllO TANK�FI.GUL x s Fl.LgIAD IE1EL U M+C F OLS(2) +2,D SD \ / \ I tio• g .r ,h-7 L COORDINATE WITH UTIIITITY COMPANIES REGARDING SNORING, BRACING AND 2.OMM EM SWILL HAVE A NOW ooIlPlless111E SI EWN OF 4,aao AT n ars.NOIIWM TAW �.2-LFACIMIG Foot,r DK x r DEQ \ \ I 1, �i 2 LEAM ria IS TO E W6MLIC0 of PRIM RDNFOIM COMPETE(OR EQUAL) �,� MODIFICATION OF THEIR UTILITIES AND APPURTENANCES AS REQUIRED TO PROGRESS 3.WALL THS SILNl E A NrM1W E 3' ATOP 7HIg0ES5 OF Y NO A ROROM 11NdQ1ESS OF 4'. ,E,M�,,,� �p Dpi==SAW `• ` : • `♦ `\ \ / 1Nc, "' r FENCE ALL W IS,MU AND TOP*VLL CONTM h&&Oii TO MW M W=ITIM OF 300 IM• 3.ALL COVETS%PLL ik OF PNIMW OONCIEIE TRMFIC EARNG SIMS `♦ \ , ++ ',� I p• THE TION=. THE COST OF UTILITY IDENTIFICATION, COORDINATION, PERMITTING AND \\ \ \` , r , , 1 �a.3'S. PROTECTION WILL BE INCLUDED IN THE PRICE OF THE BED. 4.ALL JOMS SHNL E SEAM 30 TNAT THE TAN(If;WATL7CIx,1Lf. 4.tO•AMI.camm ErAm LEICLMIG POOL AND WATER LITE SWILL E NAmom _ , ♦ \ \ / h • O E &THE SOW TAN(SHAL E WAM AT LEVEL N ALL DIRMIONS(NIIN A MAX.TOLERANCE OF:0/41 S 2W LMT.DISTANCE tLETNEEIL LFAC m POOL ALO sR,II m POOL SHNL E NNNtmm `♦` `\ `�� / 7 / ✓ , It 5; �T� p ON A INMAIN 3'THICK IED IF CMACIEO SAND OR PEA GRKAL r` N/ I 3• O DRAINAGE SYSTEM DESIGNED To STORE RUNOFF PRODUCED FROM 2 RAINFALL. \ -- ------ 'i- t J �\ _ ------ RUNOFF COEFFICIENTS: `d 54 `\ I `\\ / \+ `, `\ PERMEABLE DRIVEWAY: 0.3 \� --_,- ----.\ ------ ♦`N - i I `` \ ROOF: 1.0 y `\` ---- •\ / `� / 1 ` ` N WALKS/PATIO: 0.9 p t•1 \ \ , - i ' 1 1 0 IS LATIN: 0.15 \ . I tI I1=n GEQRG ANIS -- LEGEND K tom+ , _ _' + i ;"-+ - i i I� \r� AN I NOTE: PROPOSED DRIIVE WORK AND DRAINAGE STRUCTURES SHALL BE LOCATED ON FpME DRIVE CAND PROPERTY. STRUCTURES SHALL BE LOCATED BY LICENSED LANs SURVEYOR. DRAINAGE CALCULATIONS DRY WELLS E WELL WATERSHED 1 - MAIN HOUSE ROOF g PAR T 4500SF ROOF X 2/12 X 1.0 = 752 cu.it. z MD PARCEL F DURING THE COURSE OF DRAINAGE CONSTRUCTION EROSION AND SEDIMENT CONTROL O t \ MEASURES WILL BE REQUIRED. SEE EROSION AND SEDIMENT CONTROL PLAN FOR 1` ,` /r tl `\`\ \\\ ,'r 1, `` LEON N/o/ S. SEPCIFICATION. USE (z)410FT 1DIA. X1 VF 1a FTOFT DDEEr LEACIA. DW HING tools (821 \ \ , ` � \ p Q cu.i''r. PROVIDED) SEPTIC TANK sr ` , gi A 5T ULAS DRAINAGE LEACHING POOLS SMALL BE MIN. 10 FT FROM ALL UTILITIES AND 20 FEET n \`\♦ m QCO IR KO FROM SANITARY SYSTEMS. DRY WELL SCHEDULE LEACHING P00L 56 - `\ \` `• ' DRY WELLS SHALL BE MIN. 10 FT FROM HATER SERVICE. ♦�\ \0 \ \`\ i s CONC. K NO. SIZE(DIAxHT) O W `I IPE N DRY WELL SMALL BE MIN. 20 FT FROM SEPTIC SYSTEMS DW1 10'X 6' ROOF(WATERSHED 1) EXPANSION POOL eP `\\ i ♦`♦♦ `•�� 2�• �, ALL PORTIONS OF ASPHALT TO BE REMOVED SHALL BE SAWCUT. DWZ 10'X 6' ROOF(WATERSHED 1) n w \\`\ i - \\`\ 35rT'Rf)PER --'" Sp EIRE SOS THE CONTRACTOR IS REFERRED TO CONTRACT SPECIFICATIONS PERTAINING TO vJ ' - SETBACK I STE EXCAVATION. 1 \ ---- \NNN `\\ 5' VEGETATED I Z PRI ER 1 --------------- - `\\ ------__ ERN &VD TYPICAL Q cO -- ' - ------ - ` 411 WATER WELL V ------------ `\ IPE 0 / _.--'' '' `\ `♦ `\ DZ RANITE CAMPBELL W - ------- N/ /F *.DIS ELLV 4a.o o.o. (N.T.S.) *LO _ -- ♦I ♦♦ \\ O yS SIA SANITARY WELL SEAL FINISHED GRADE NO.2104{OR EQUAL ICOLAS CH RysSIADI ( /S+) OR 24"A{OVE FLOOD LEVEL _ R MROWN SILTY FINE SAND, 15X GRAVEL Sr %-- - " - - _---------- I N INE CI L Ea Ev 44.0 4.0• MIN.12"ABOVE GRADE �� 56, _ - ___-__-- - THEN NAT 1YEL PITCHES CASE RIM = WI00 F- / - " ' '---- `�� �` `�\ `♦` \` E 3'DIA.CONC.SLA{ CV CV PLA - cm --------------- -- ` 04 OL / / �' --'" `♦\ �� `♦` `♦` `♦\ `♦` O �, WRAP LTH ia.(MIN.)NONWOVEN . ; " ------ ---- ♦ \ ♦♦ \ \ LIGHT MROWN TO ORANGE ; CONCRETE:4000 RSI GEOT TILE(FILTER FABRIC) O ' `\ `N`- `♦ `` `\ `� • PtTLESS ADAPTER r^ \ ♦ ♦ \ FINE TO MED. SAND, 20-40%GRAVEL S LNLET �/�\ \ \ \ ♦ ` ♦ ` U� (',T ( +� CHECK VALVE HIGH.7 s�TY Pl°l,'TO LINE ASTM A•15 GRADE 60 j , . REINFORCEMENT: \ \ \ ♦ \\ �` MIN.0.75"LD.LINE TO INVERT Q W W Z 5�' `\ O� TO +"' CON•AIRE CA42T TANK Z I IxQ' / \ W J .o V ATR LL ORENIN LECTRICAL CONDUIT 1"x 5-3/4' \\ ,♦ \\ `\ �`-- P PRI E CEMENT GROUT 4" 2"MIN.RING OF N • / % / / ` t `♦ `♦ \ \ -5.1 • 2-112"/CRUSHED STONE, , I w1 g0 h ELEV 2,.G 27.G• �Iv1 x / / / \ ♦ \ \ \ '`\ , DROP PIPE MIN,1"DIA. W 50-' / I , `\ `\\ `\\ 1 G 1 , Cj SUBMERSIBLE PUMP SE ELEVATION PLAN N J J CHECK VALVE `I 1 / � WELL CASING WATER{EAR 10 GPM 314 HP Iun i '/ % 1 , \ \` ♦\ I`\ i , , `i 12{C OR EQUIVALENT PICA \ \ \ , -48 ABLE La 0 pm \\ \`\ , ' NO WATER ENCOUNTERED W 1 \ \ \ r ,/, TO 27.0' BELOW GRADE TION \ FORMATION COURSE GRAVEN W ' V, J O AA `\ N\ O TEST HOLE 1211 2014 Q Z 1 / J Cc LAND, AIR, WATER • Z SECTION W L" ENVIRONMENTAL U) < %e , (D SERVICES, INC. 35' PROPERTY \`\ I ��ROPERTY `� 4 ,5 \ ,s 86�' p DRY WELL DETAIL SETBACK \ LINE ? NOT TO SCALE 25' VEGETATED - Z- ------- Ems_ 'Ire 46 o \ NC. O A� 1 1 �P REW Q.RENNETS j� I- w \\\ SSOCIATIoN I Nit' R. 25) MAR - 2 2015 ` � ,� ° <.'!�► - w cz CIVIL SITE PLAN , y N�O�F ERs A (N y.s , 1 u SCALE: 1 - 80 w o N - - ME _ \ DS H OW c�� � .c� � WOO `°" : "`' ' EAST MoprARION N SPACE _ ._ rz 7 AV + RESERVED FOR SCDHS APPROVAL STAMP