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HomeMy WebLinkAbout1000-111.-10-14 / 1 // I / r S.C.T.M.1/1000-111-10-15 / �// U.P. LAND N/F OF BLAIR HUDSON PECONIC VENTURES LIVING TRUST /4560 VANSTON RD. / y92• 8.0 ' to* \ S.C.T.M.11000-111-14-5.2 W ' I AREA SLOPING EQUAL OR GRLAND NIF OF EATER 20X r JUSTIN SILLINGHAY ' f RISING GREATER THAN 20�,/ ` MELISSA SCAVONE 14505 VANSTON RD. \ I I / / >z 1 W U.P. \ I U P. w O N / g / / l2 tJl s.c.r.M.; 1o00 111-70-12 / 0 ;::<: :::• .:: -:: -: LAND OF F N .... ....... .::. / ::t�.......... ... ... TIA y / / / / / / / / / / / / / �::a::. ::.::: :: : ::f:C :::' ::::. ::.'•':: a{: a't:.::::' \ S.C.T.M.;/1000-111-14-5.4 LAND N/FOE P' \ DANNY PIZZOLLA \ \ 14795 VANSTON ROAD \ \ Mrm 0 FF / rD \ \ aeoAr BASIN \ • E s / r \ / 0 6 vr.. .. .. ... . :.:'..N.. ... . .. ..... U.P. \ / X. ::: :::::::::::.::: ::::::::.::' sr 86-36-33- q ' 37.89 - 'i9 --a•• \.4 o n W \ . O CD / / / / / r �1 \ .y 0 :'r' \ 1 x.:::.: O r O ::�:. .... ... . . ...... ...... .. ... ... ....... ...... .......... c0 � •f- \ p \ rn� c :a :' L OF MAINE \ •� a :: : ::.:.:.::. ::::: : S LAWN INC ¢ \ ` ,�................... 60,9 S.F.t — 10-14 \ \ S.C.T.M. 1000-111-14-5.3 ^ \ S.C.T.M.#1000 111 � :��.�:� •::::::::.:�::::•:::.:::.:�•�•:::•::•:::':•:::::;•:': ::•:: .�'� � . P. � ::::2'":i:: :.::'::::: ::::. .::'::.:.::::::._::::..... Q `•✓ \ LAND N/FOF 540,391.47 SQ. 28 -:;� .:; VANSTON BEAR LLC>z 12.41 ACRES ::: ° �;:::'.. N� g F OF BLU N-) ci 5 P�:'. DEMOLISH WD \ �efl�`• :. GPQ.••: BACKFILL ARAE.. '�► ow�� �Gvr TOE OF BANK LOGO P$P�R' S" � \ �• �Q 10 OLOOc� •0 u \ ' �4 ss' �, EXIS�IN NIGH WALL ly` \ .ti ,S , �.• ♦ ,S U.P. KvAw Kamm w., cm 1K 24 .fir 9 N + .:'.:';. _4-A. co N '�N� :. ul ,,. , �• nwrosm o+wrrcc �XiS7lNG-. nvoti °u"ncru �' " ° �p(E .00i Jl .. 5IY ERM.- 'Mr�ia�io ER o BDG:•.•.•.' iii!!♦{, �' 8 OAK D ENPORCHMorbe® ♦ hf lUnwa '1_` Wrt ort�nEl pMtIYD' H W .'..'. � ♦ DAK 2 "OAK '• ♦ \ W 4 . ' �' O ♦ 46� '• \ t71 �?� .r .. ...�. �+ . ,r• « 'S ONE: _ a' :v �p' \ —--—` tl' O S' '? aural 20"0 .M1 OP_ ; 8OAK of S i OAK 24" 1 b,. IN �'i li •�'•� ', LMM OF M Ea y LAWN/CLEARIN 12 C i , ♦ \ lG iitiis+ i 50 \ ♦ \ S.C.LM./1000-111-14-4 N 87°48'42" S.F. t '� '� •• •920 avc\ i,• ♦ \ LAND N/F OF _ 30.47. y� 'SS'„'„ \ ,,, i� ... � � 56� HYD. \ VANSTON BEAR LLC ...... ii iiiiii i•OQGiii ii awe 42 _ V iii PO.ii ♦ . : ..:. ROpO... .... .... ....... ... 019° :::. ::. :. :...... ... ... ... ::. �3to '\ : .::.N-. 9 \ 3I fo rM \ N A=26 le8 16 rya 14 E F N \ \ \'' rl 0010, Ale 92 st 1 ua• 1 1 s t s•' �1�,��,�:•.�::.•:'•.:.'•:.•..:•'•.::-."'' � `.``` 111 ��. 11 0 a }' 1 U.P. r N. 40a 1 ` � r .'.\Z. ,� s°3\ •-�.-:fir°•:'...:�.:::..•� �:. 1 1 ,, S.C.T.M.#1000-111-10-13.1 LAND NIF OF NORTH FORK 1�+�0 /5700 VANSTONKIM 49 0+ \ CJ R;P.Oa $ AREA SLOPING EQUAL OR GREATER THAN 20X RISING GREATER THAN 20'. 0 50 100 150 n._ JU'N 1 0 2019 ° S. C.T. M. # 1000- 1 11 - 10- 14 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM f7ELD OBSERVA7701VS AREA: 540,391 .47 SQ.FT. or 12.41 ACRES AND OR DATA OBTAINED FROM OTHERS ELEVATION DATUM: NAVD88----M—�—_ — UNAUTHORIZED ALTERATION OR ADDI77ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY /S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS77T7J77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PARCEL CERTIFIED TO: VANSTON BEAR LLC; MAP OF: FILED: SITUATED AT: NASSAU POINT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 06-01 - 19 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 08- 14- 18 P.O. Box 153 Aquebogue, New York 11931 ADD TREE & UTILITY LOC. 05-30- 18 FILE # 17- 123 SCALE: 1 ”-50' DATE: AUG 10, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Woychuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N lz . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 010 10 On / 1,P, . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0I . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W E . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . J00 . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . \ s 0-) / �/ . .. . . . . . . . . . . . . . 01 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 01 FOR S.C.D.H.S. USE ONLY S , . . . ....... . . . . . . . . . . . . . . . . . -------------............ . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED SILT FENCE TO BE .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . Ur TRENCHED IN 6"'AND STAKED 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '�-o " MIN. OF 4!"INTO THE GROUND1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z (SEE DETAIL) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . -9,c, -HAYBALES TO-'BE RECESSED A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . . . . . . . . . .. . . . . . . ..\. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLEARING CALCULATIONSGRADE EL.: 137.0 . . . . . . . . . . . . . .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . .170 . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . \k . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = ±540,391 S.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOT AREA AREA OF ALLOWABLE CLEARING . . . . . . . . . . . . . . . . . . . . . . MIXED SAND ±540,391 S.F. X 15% = ±81,059 S.F. . . . . . . . . . . . . . . . . ... .(5) . . . ... .... . . . . 2' AND LOAM (SC) I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3�§ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING CLEARING = ±60,950 S.F. (11.3%) PROPOSED WATER-SE EL. 35.0�� I\ ) ` ' . . . . . . . . REk-SLOPING EQUAL'.OR.'. GREATER THAN -20%7�- - RVIE ON . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED ADDITIONAL CLEARING = ±13,659 S.F. (2.5%) 'GREATER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RISING. -`THk BROWN SILTY TOTAL PROPOSED CLEARING . . . . . SANDS (SM) . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ±60,950 S.F. + ±13,659 S.F.= ±74,609 S.F. (13.8%) . . . . . . . . . . . . PROP I OSED (;RAVEL DRIVEWAY . . . . . . . . . . . . . . . EL. 34.0' . . . . . . . . . . . . . . . . . . . EXISTING CLEARING LIMIT AS PER KENNETH M. WOYCHUK LAND SURVEYING, PLLC. . . . . �D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ✓ ROPOSED DRAINAGE U.P. . . .. . . . . . . . . (1) 8XII0 LEACHING POOL CUT & FILL CALCULATIONS . . . . .36 . . . . . . . . . . . . . . . . . . .... . . . . . . . PALE BROWN . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . L 1 14' . . . . . . .. . . . . FOR LANDSCAPE AREA FINE SAND (SP) W, 38 VOLUME OF EXCAVATION TO CONSTRUCT PROPOSED GRADES: 2,700 C.Y. GRATE �L. .5 8 A VOLUME OF FILL TO CONSTRUCT PROPOSED GRADES: 1,300 C.Y. . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . .. ..... ZI 1-1 0). VOLUME OF MATERIAL TO BE EXPORTED: 1,400 C.Y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . .. EXISTING-G/A'RAGE TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Y EL. 20.0' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E-REMOVED (DASHED . . . . . . . . . . . . . . . . . . . . . . . . . U.P. THE VOLUME OF SOIL MATERIAL TO BE REMOVED FROM THE SITE AFTER . . . . . . . . . . . . . . . . ✓ x TEST HOLE ESTABLISHING PROPOSED GRADES IS APPROXIMATELY 1,400 CUBIC YARDS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DUG BY MCDONALD GESOCIENCE THE VOLUME OF FILL AND EXCAVATION INDICATED HEREON IS BASED ON X APRIL 20, 2018 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GEOMETRIC VOLUME CALCULATIONS AND IS APPROXIMATE. NO ATTEMPT HAS BEEN . . . . . . . . . I . . . .. . . . . . . . . . . . . . . . . (NO G.W. ENCOUNTERED) MADE TO FACTOR FOR COMPACTION, SPILLAGE AND OTHER VARIABLES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P OPOSED DRAINAGE, :5 0 P 6 - THE CLOSEST USCS MONITORING WELL LOCATED IN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F 3) 8X5 LEACHING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . POOLS FOR GRAVEL THE TOWN OF SOUTHOLD LISTS THE HIGHEST MIN. COVERAGE CALCULATIONS or . . . . . . . . . . . . . . . . -6A BARN- / *. , i I/ 1>/ 113.3' RECORDED GROUNDWATER ELEVATION AS 13.41' DRIVEWAY & RAGE/ 41- . . . . . . . . . . . . . . . . . . . . . z % 0) ABOVE THE SPECIFIC VERTICAL DATUM W/,(3) CATCH BASINS k LOT AREA = ±540,391 S.F. (JFIF- . . . . . . . . . . . . 38,0- USGS WELL NO. S 91814.1 AREA OF BUILDABLE LAND = ±215,437 S.F. '38.0 ALLOWABLE BUILDING COVERAGE = ±43,087 S.F. (20%) XISTING LEARING;LIMIT / ° '" I' % ° I' ° '�� i i r ,�O `9 60,956 S.F, 8 8)(5 EXISTING BUILDING COVERAGE: 345-/,. �/ I - " 'X MAIN HOUSE = ±3,077 S.F. = ±1,057 S.F. )TOE OF SLOPE RO A GUEST HOUSE _POSE IL-T FENC T 0'/Ml N. PROPOSED OZ.,) LONG RETAINING WALL GARAGE = ±11,007 S.F. T.W. = ±331 S.F. • KLN(�Ml IN 'AN TA E 4- B.W. ;t0 HEIGHT VARIES Wifil-GRADE BOAT HOUSE A�HHAYBALESTO BE-RECESSED TOTAL = ±5,472 S.F. (2.5%) M /GROUND 0 MIN. OF/4' INTO THE 37 ol PROPOSED RETAINING WALL PROPOSED BUILDING COVERAGE: //(SEE DETAIL)/' X - ol 4' HIGH X 26.65' LONG MAIN HOUSE = ±2,159 S.F. "IN 8X5 IQ d 46.0 GUEST HOUSE DECK B.W. MAIN HOUSE PORCH = ±344 S.F. ol W. 46.0 B.W. 38.0 GUEST HOUSE = ±1,057 S.F. / /F i 5 Q` 00 G = ±339 S.F. Iq PROPOSED DRAINAGE (1) 8X3 LEACHING POOL GARAGE/BARN cx P. ±1,479 S.F. 6, POOL = ±891 S.F. PROPOSED WATER,,-SERVICE o�1�vf FOR GUEST-HOUSE­----� U. POOL DECK = ±587 S.F. G. EXISTING RETAINING-WAL POOL EQUIPMENT BUILDING = ±60 S.F. -PROPOS 0 WATER SERVICE BOAT HOUSE = ±331 S.F. PROPOSED DRAINAGE ro 44. 0-) ef 4.3 TOTAL = ±7,247 S.F. (3.4%) (1) 8X2 LEACHING POOL 8.4 FOR LANDSCAPE AREA 2 to 'PROPOSED SANITARY\SYSTEM DRAINAGE CALCULATIONS 20.2' 28.8' PX 2 (1) FUJI CLEAN CEN '5 TREATMENTTANK GRATE EL. 44 PKOPOSEb. 1 8.6"' EXISTING 1 STORY DIA. X 12' DEEP MAIN HOUSE: ENCLOSED PORCH f & (1) 8' LEACHING POOL ROOF ROOF = ±2,503 S.F. X 1.0 X 2" = 417.2 C.F. EL. 37,5 --,FRAME,JGUEST HOUSE W/ ROOM FOR 50% EXPANSION INTERIOR TO BE RENOVATED TERRACES = ±11,005 S.F. X 0.9 X 2" = 150.8 C.F. 8X3 --------rl- 04 3 EXISTING PROPOSED BEDROOMS t2 /:L,44- TO X Al). BLUFF ---------- 6 TOTAL = 568.0 C.F. . . . PROPOSED-PUBLIC WATER in �v x C\Q\ USE = 591.4 C.F. 44 0 F,FL. 4475 (2) 8' DIA. X 7' DEEP LEACHING POOLS . . . ±48 /% 11 --------- G.F.A.,±1,057 S.F. 92.4' I�YiFr \\ 1-1.11 LANDSCAPE AREA 1 = ±23,477 S.F. X 0.1 X 2" = 391.3 C.F. 29.5* PRO OSED DRAINAG PROPOSED PROPOSE K 44 C.O. USE (1) 8' DIA. X 10' DEEP LEACHING POOL = 422.4 C.F. WOOD DE p (1) 6X3 LEACHING/POOL 331 FOR �RAVEL DRIVEWAY F.FL. 25.0' 10' = 55.2 C.F. LANDSCAPE AREA 2 = ±3,313 S.F. X 0.1 X 2" 37 USE (1) 8' DIA. X 2- DEEP LEACHING POOL = 84.5 C.F. 9' To PROPOSED-FUJI CLEAN CONTROL OPOSED G EL DRIVEWAY 00. 0 700. PANEL AND GF`Ct-OUTLET-MOU B UFF MOUNTED FE 'ONWOOD POST (CONNECT 0 GRAVEL DRIVEWAY ±3,760 S.F. X 0.6 X 2" = 376.0 C.F. 6 \ d�, GARAGE/BARN c 4r- = 246.5 C.F. GARAGE POWER SUPPLY)±1,479 S.F. X 1.0 X 2" 2 TOTAL = 622.5 C.F. 7.6' USE (3) 8' DIA. X 5' DEEP LEACHING POOLS = 633.6 C.F. PROPOkD MAC10OR PLOWER W/ N PROPOSED ELECTRICAL < < LIMIT OF FLOOR PROPOSED LANDSCAPE WALL INSULATED\ENCLOSURE (TO BE LINE/CONDUIT/FROM TREATMENT GUEST HOUSE: ELEVATION HEN4,T VARIES WITH GRADE HARDWIRED ATO CONTROL PANEL) SLP TANK TO CONTROL PANEL/ ROOF = ±11,057 S.F. X 1.0 X 2- = 176.2 C.F. LENGTH = 67' 1 / I t b3' T.W. 46.0 0 MIN PROPOSED S Y, LINE GRAVEL DRIVEWAY = ±392 S.F. X 0.6 X 2" = 39.2 C.F. -B.W.-SLOP S . . . . . . . C.O. IN. TOTAL = 215.4 C.F. lk WITH GRADE Cc) 101,/ USE (2) 8' DIA. X 3' DEEP LEACHING POOLS = 253.4 C.F. . . . . . . . . . PROPO' UJI CLEAN CONTROL/PANEL . . . . . . . . F.FL. Cl OUTLET/MOUNTED ON/WOOD X POOL EQUIPMENT STORAGE BUILDING: . . . . . . . . . . 35 08T (CONNECT/TO POOL EQUIPMENT .0 POOL BACKWASH = ±891 S.F. X 5% X 5' = 222.8 C.F. STORAGE BUILDING POWER SUPPLY) ROOF = ±60 S.F. X 1.0 X 2" = 10.0 C.F. 33. % HOLE TOTAL = 232.8 C.F. �.:EX�STING, PROPOSED MAC80R BLOWER W/ USE (1) 8' DIA. X 6' DEEP LEACHING POOL = 253.4 C.F. EL I ZF.FL. / INSULATED,ENCLOSURE .TO BE W.V. 34 _;0----- - -- ----- ----f------- HARDWIRED TO CONTROL PANEL) B OVED 1PROPOSED 2 STORY - E. I -\ HYD. ASHED)\ HOUSE W/ BASEMENT ----------- 8X6 \7 SANITARY SYSTEM 1 - MAIN HOUSE & GARAGE BARN . . . . . . --- -------------------- PROPOSED POOL EQUIPMENT . . . . . 4,-BtbROOMS ------ (bBUILD \ \ 8X7 STORAGE ING A. TREATMENT TANK . . . . . . PROPOSED'PUBLIC WATER Z 0 B��DROOMS THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. G.F.A. ±2,159 S.F. 20' ✓ AZ ✓ DRY 37. = 440 G.P.D. . . . . . .. MI F.FI I 49 MAIN HOUSE: FOUR (4) BEDROOMS X 110 G.P.D. PER BEDROOM EX STING TIMBER WALL TO G.FT�. '160 S.F. 0--\ GARAGE BARN: TWO (2) SCDHS BEDROOM EQUIVALENTS X 110 G.P.D. PER BEDROOM = 220 G.P.D. BE REMOVED (DASHED) ±27' TO 20' TOTAL = 660 G.P.D. -- ---- A•ll MIN. s USE ONE (1) FUJI CLEAN CENT TREATMENT TANK BLUFF EXISTING CLEARING LIMIT . . . . . . . . (±60,950 S.F.) B. LEACHING SYSTEM . . . . . . . . . (JI. V4 SCALE: 1"=20' THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IIS BASED ON THE REQUIRED TOTAL . . . . . . . PROPOSED DRAINAGE 0 20 40 60 SIDEWALL AREA FOR A FIVE (5) OR SIX (6) BEDROOM RESIDENCE. . . . . . . . . J, . . . . . . . 0 (1) 8X6 LEACHING POOL . . . . . . . . . . . . . . . . . . . . THEREFORE, 400 S.F. / 31.4 S.F./V.F. = 12.7 V.F. . . . . . . . . . . . FOR POOL EQUIPMENT ±14' TO * F. STORAGE BUILDING & POOL . . . . . . . . . . . . USE ONE (1) 10' DIA. X 13' DEEP LEACHING POOL = 13.0 V.F. . . . . . . . ±2370-BLU F EQUIPMENT BACKWASH . . . . . . . . . . . . . . . . . . . . . . . . . . *POSED SANITARY YST�M cyl 1-17C) . . . . . . . . . . . . . . . . . . Y-Z- 0) 4 Cyl SANITARY SYSTEM 2 GUEST HOUSE (1) FUJI CLEAN R M NT-"' --",/ �_ �r_ / 1-11, 11 . . . . . . . /TANK, (1)" JUNCTION/MANHOLE (1) OSED D . . . . . . .I;p PROP I W, RAINAGE-,,, . . . . . . .. . . . . . . . . . . . . . . 0 A. TREATMENT TANK . . . . . . . . . . . -LEACHING 10' DIA. /X 13' DEEP LEACHlYr; POOL,/ OF 2) 8X7 . . . . . . . . . . . . . . . THE TREATMENT TANK IS REQUIRED TO PROVIDE A VOLUME CAPACITY FOR A ONE DAY DESIGN FLOW. . . . . POOL FOR MAIN HOUSE-,, W/ ROOM FOR 50�. EXPANSION t PROPOSED CONTD�UR r ` r Co (DASHED),THREE (3) BEDROOMS X 110 G.P.D. PER BEDROOM = 330 G.P.D. (OVERSIZED AS PER"OWI�tR) N VAG USE ONE (1) FUJI CLEAN CEN5 TREATMENT TANK (450 G.P.D. RATED CAPACITY) V,) . . . . . . . . PROPOSED ELECTRICAL '5� ---------- 05/11/2019 LZ UPDATE SITE PLA A EA. R �-�- ..*-..'-.. --- \\_� -SLOPING . . . . . -GREATER . . . . . . . . . . . ..... (F� 04/12/2019 -THAN�_20% LINE/CONVOIT FROM CONTROL,, "Z A PROPOSE[ CLEARI�G LIMIT E KK ARCHITECT REVISIONS(4/10/2019) VAG ISIN E THAN B. LEACHING SYSTEM . . . . . . -0REAT 'R A"-'O' \,-------PANEL TO-MAIN RESIDENCE G1 12/11/2018 LZ NO CHANGE VAG . . . . . . . . . . THE QUANTITY AND SIZE OF THE LEACHING SYSTEM REQUIRED IS BASED ON THE REQUIRED TOTAL SIDEWAILL AREA FOR A ONE (1) TO FOUR (4) BEDROOM RESIDENCE. . . . . . . . . . . . . . . . . . 10/26/2018 LZ MAIN HOUSE SANITARY SYSTEM VAG . . . . . . . . . .•I . . . . . . . . . . . . ....7. - _< . \1 PROPOSED�4' HIGH POOL FENCE TO THEREFORE, 300 S.F. / 25.1 S.F./V.F. 11.9 V.F. . . . . . . . . . . . . . . . . . . . . . . . . . 4 MEANDER T�FIROUGH XISTING 09/17/2018 LZ GUEST HOUSE RENOVATION&SCDHS COMMENTS(09112/2018) VAG USE ONE (1) 8' DIA. X 12' DEEP LEACHING POOL = 12.0 V.F. ROPOSED SILT"FEN TO BE VEGETATION W/ SE MAY 1 3 2019 L LATCHING GATES . . . . . . . . . . OPOSED AIR SUPPLY I* TRENCHED IN 6 �AND TAKED DATE BY DESCRIPTION APPRVD BE OEC SED A CTRICAL THE FUJICLEAN MODEL CEN5 & CEN7 TREATMENT TANKS DO NOT UTILIZE ANY ADDITIONAL VENT HAY ALES TO E Southold Town REVISIONS PIPES. THE CEN5 & CEN7 VENT THROUGH THE MAIN SANITARY LINE AND HOUSE VENT. . . . . . • PROPOSED-ELECTRICAL MIN. OF 4" INTO HE G OUND a . . . . . . . . . . . T FROM TREATMENT (SE DETAIL) N . . . . . . . . . . . . . / /LINE/CONDUIT VANSTON BEAR, LLC NOTES ,TANK TO CONTROL PANEL ��/ _ _ / ) /� \ I \ C/O ANDREW BECK,MEMBER P.O.BOX 860,SARATOGA SPRINGS,NY 12866 1. LOT AREA: 540,391.47 S.F. (112.41 ACRES) . . . . . . . . . . . . . TOE OF SCOPE . / ` / , ' �. . . . . . . . . . . . . �z 2. ZONING DISTRICT: R-40 -...7.�)................... Lx PROPOSED REDEVELOPMENT PROJECT 'X . . . . . . 9z - 70, APPRbVED BY _ 9z . . . . . . . . . 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 3. THE SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON . . . . . . . SCTMNO.:1000-111.00-10.00-014.000 BOARD S THE SURVEY OF PROPERTY OF 5250 VANSTON ROAD, PREPARED 00 OF TRUSTE BY KENNETH M. WOYCHUK LAND SURVEYING, PLLC, LAST DATED AUGUST 10, 2017. TOWN OF SOUTHOLD NE SITE PLAN . . .... . . . I GAU DATE rya - % 4. THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF THE I. . . . . .. . . 15 got f PROPOSED SANITARY SYSTEMS. THE RAYNOR GROUP,P.E.&L.S.PLLC 0 . . . . . . . . . . . 0 SURVEYORS CIVIL ENGINEERS SITE PLANNERS 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL cW0 DEERFIELD GREEN P.O.BOX 720 DATUM OF 1988 (NAVD88). Lu WATER MILL,NY 11976 (631)726-7600 . . . . . . . . ()'V cl AREA '-EQUA R "A -A ING,-EQUA • 6. APPROXIMATELY ±9,074 S.F. OF CLEARING PROPOSED WITHIN 100 . . . . ARE I"=20' 6�. . . . . . DWG.NO. \G DESIGNED BY: VAG SCALE: FEET OF THE TOP OF BLUFF OR BANK. EATER' -THAN 0735 3 'GREATER-THAN 21Y , , * >.'. . ". . .11 / / 1 DRAWN BY: LZ DATE: 08/15/2018 -2 7. AREA OF DISTRURBANCE ±72,115 S.F. VIN GAUDIELLO, APPROVED BY: VAG FILE NO.: 3387 PROFESSIONAL ENGINEER NO.073544, 1/2 VENTILATION PIPE B CHAMBER Volume SCUM BAFFLE (gal) 8.20" MANHOLE W POLYLOK FIBERGLASS LOCKING -23. o AnaSederobic nCtionCh 397 / 2'-11�" 2'-8�' '-t" Q Anaerobic Filtration Chamber 396 COVER, HDPE RISER AND SAFETY SCREEN O Aerobic Contact Filtration Chamber 181 ECIRCULATION ® Storage Chamber 90 AIR UFT PUMP © Disinfection Chamber 6 O '- ISINFECTION Total Volume 1069 JUNCTION MANHOLE 24„ MANHOLE W/ POLYLOK FIBERGLASS LOCKING CYLINDER(OPTIONAL) -1/2"VENTILATION PIPE CHAMBER Volume(gal) (SEE DETAIL) COVER, HDPE RISER AND SAFETY SCREEN 4"INLET PIP 4"OUTLET PIPE SPECIFICATIONS SCUM BAFFLE B 01 SedimentatiomChamber 277 7-10' Anaerobic Filtration Chamber 278 a Anaerobic Media PP/PE Filling Rate 32°�o Q 4" DIA. CLEANOUT '! -- �^ 2-' " -° " a'-8 Boa d Type Aerobic Media PVC/PP/PE Filling Rate 17% ® Aerobic Contact Filtration Chamber 127 %© Aerobic Media PP/PE Filling Rate 1 55% ECIRCULATION n Storage Chamber 63 (SEE DETAIL) Blower 2.8cfm a AIR LIFT PUMP Q Disinfection Chamber 4 SEE DETAIL BELOW SAFETY SCREEN ---EFFLUENT Tank FRP ;.- SINFECTION Total Volune 749 FOR GARAGE/BARN © `` AIR UFT PUMP CYLINDER(OPTIONAL) INLET BAFFL Piping PVC/PP/PE - Q3 Access Covers Plastic/Cast Iron a-INLET PI OUTLET PIPE SPECIFICA710NS RESIDENCE Q Disinfectant(Optional) I Chlorine Tablets � a o A� A Anaerobic Media PP/PE Filling Rate 32/° a'-Dj" I' Board Type Aerobic Media PVC/PP/PE Filling Rate 16°o .FL. EL. ±37' GRADE: 36.3' GRADE: 35' GRADE: 34.5' IR INTAKE '© Aerobic Media PP/PE Filling RECIRCULATION PIPE LOW BAFFLE -16 Rate 57%Aerobic FLOW OPENING TYP. (CLEANING OPENING) B - ---' Tanker 2..8Pfm ' " ( INLET GAFF Q AIR PUMP 4" DIA. SDR-35 PIPE MIN 1 MIN 6 PRECAST 2.5' MAX PLAN VIEW -'o111 Piping PVC/PI'/PE (1/4"/F MIN. SLOPE) 4" DIA. SDR-35 PIPE I- 0) 4" DIA. SDR-35 PIPE CONCRETE SLAB Access Covers Plastic/Ca" Iron (1/4"/FT MIN. SLOPE) (1/8"/FT MIN. SLOPE) I Disinfectant(Opt ChlonneTablets INV. INV. -DISINFECTION 4" MANHOLE RECIRCULATION PIPE OW BAFFLE _.1 /2" AIR INTAKE 33.36' 32.67' INV. INV. BACKFILL AROUND LEACHING 8"MANHOLE(TYP 18" MANHOLE(TYP 24" MANHOLE (TYP CYLINDER(OPTIONAL) (CLEANING OPENING) INV. INV. 31.85' 31,77' FLOW OPENING(TYP. PLAN VIEW B 2' OF CAST IRON PIPE 32.57' 32.02 2 , LOW OPENING POOLS WITH 3 MIN. COLLAR EXTENDING THROUGH 32'9 EL. 31.82' 26.3' 8 OF CLEAN SAND AND GRAVEL 11 -� 18"MANHOLE(TYP 18" MANHOLE(TIP 24"MANHOLE(TYP --DISINFECTION 4" MANHOLE 1'-1 OARD TYPE FOUNDATION OF BUILDING `'-"' - CONTACT MEDIA CYLINDER(OPTIONAL) LOW OPENING r I - 1-Op 1'-2" OARD TYPE CONTACT MEDIA BOTTOM OF TANK EL. 26.94 - FUJI CLEAN MODEL CEN-7 _ ® ASSEMBLY ECIRCULATION © 13 V.F. _ 4'-1 t" ' O 5'-5" ECIRCULATION 7 Q ® ASSEMBLY AEROBIC MEDIA 4-4j- 4'-38" 4'-29- zl>© U� AERATION ASSEMBLY 3 UTILIZE SANITARY LINE FOR o AEROBIC MEDIA TREATMENT TANK VENT. SECTION A-A VIEW SECTION B-B VIEW AERATION ASSEMBLY SECTION A-A VIEW SECTION B-B VIEW BOTTOM EL. 19.11' SANITARY SYSTEM PROFILE 1 - MAIN HOUSE PRECAST CONCRETE LEACHING POOL FUJICLEAN CEN-7 SPECIFICATIONS FUJICLEAN CEN-5 SPECIFICATIONS NOT TO SCALE (10' DIA. X 13' EFFECTIVE DEPTH) NOT TO SCALE NOT TO SCALE ONE (1) REQUIRED p 3' (MIN) TO GROUND WATER p GROUND WATER EL. _ ±13.41 ' (HIGHEST EXPECTED) l -- / 24" COVED MANHOLE (AS JUNCTION MANHOLE SLATE OR OTHER SLATE OR OTHER PER SCDHS STANDARDS) INDOORS I OUTDOORS 4" DIA. CLEANOUT (SEE DETAIL) SUITABLE COVER SUITABLE COVER / STOPPER OR STOPPER OR END PLUG END PLUG (SEE DETAIL) GARAGE I CONTROL PANEL IN OWTS CONTROL PANEL GARAGE BARN ADJUSTABLE LOCKING TYPE 'F' POWER I NEMA 4X ENCLOSURE 1 GROUND GARAGE/BARN IRON FRAME AND COVER GRADE EL. 37' PROVIDE TWO 20A, F.FL. EL. ±37.5' 2.a'Lx 8" MIN TRAFFIC BEARING 1- CIRCUIT B R 2#121#1 2G IN 4 2 3 7 5 06 G AND INSECT PROD ) TO MEET AASHTO-H20 IN GARAGE POWERPANEL [SCHEDULE 80 (TO BE WATER TIGHT FIELD GRADE: 37 :::•:.,...::::. ::;. r --.- I CONNECTION F z'MAX PVC CONDUIT 1. 12 1 12, 4" DIA. SDR-35 PIPE 4" DIA. SDR-35 PIPE VARIES 20A I 2G (1/4"/FT MIN. SLOPE) (1/4"/FT MIN. SLOPE) STEPS ARE TO BE COPOLYMER-, : JOINT SEALANT TO 20A I 2#18 1 12, 2#12, TO TREATMENT TANK (SEE POLYPROPYLENE COATED Y2" BE 1" BUTYL RUBBER I 2G #1 2G INV. INV. INV. -� PROFILE ABOVE) SEWER STEEL BARS ® 12" O.C. FOR ALL JOINTS 33.72' 32.67' 2' OF CAST IRON PIPE EXTENDING THROUGH 50.6' 32.57' SEWERIPROVIDE NON-SHRINKING I 0 FOUNDATION OF BUILDING EL. 31.82' CONCRETE INVERT MAST JOINT SEALANT DUPLEX RECEPTACLE INSTALLED IN WP AIR 30' ELBOW FORMED TO AT --EL. 34.12 WEATHERPROOF ENCLOSURE COMP 45' ELBOWS LEAST 3/4 OF THE DIA. OF THE PIPE E�O25„ CAST IN PLACE FLEXIBLE I 0 FINISHED RUBBER SLEEVE WITH FINISHED GRADE GRADE r STAINLESS STEEL STRAPS 8"- L-48" I.D. OR FLEXIBLE RUBBER BOOT NOTE: 49 ELBOW NOTES: UTILIZE SANITARY LINE FOR NOTES: 60- WYE 1. ALL MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECASTM NOTES: 1. CLEANOUT DETAIL FOR AREAS NOT ONSITE WASTEWATER PUMP TREATMENT TANK VENT. 1. CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC. REINFORCED CONCRETE MH SECTIONS. TREATMENT SYSTEM ALARM EFFLUENT - FLOAT SUBJECT TO VEHICULAR TRAFFIC. 2. CLEANOUT DETAIL FOR USE WITH 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3 OR 4' FLOAT PUMP - SNATCH 2. CLEANOUT DETAIL FOR USE WITH BUILDINGEXTENSION/CONNECTION. HEIGHTS, AS REQUIRED. SWITCH 45' BENDS. 3. LOADING TO CONFORM TO AASHTO H-20 LOADING SANITARY SYSTEM DETAIL - GARAGE/BARN CLEANOUT DETAIL CLEANOUT DETAIL 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. OWTS SINGLE LINE DIAGRAM NOT TO SCALE NOT TO SCALE NOT TO SCALE 5. OUTLET PIPE TO BE SET 0.1' MIN BELOW INLET PIPES. 6. THE MAX CHANGE IN EL, BETWEEN INLET AND OUTLET NOT TO SCALE INVERT(S) SHALL BE NO GREATER THAN 2 FEET. CONCRETE ACCCESS/JUNCTION MANHOLE NOT TO SCALE ........._......._..__.._.__.._..........................................._.....__.._..._._......_. ... . 20" MANHOLE W/ POLYLOK FIBERGLASS LOCKING COVER, HDPE RISER AND SAFETY SCREEN 24" MANHOLE W/ POLYLOK Figure 5.30 FIBERGLASS LOCKING Reinforced Silt Fence COVER, HDPE RISER AND i SAFETY SCREEN V9VEN Wlai- FENME SYMBOL, 4" DIA. CLEANOUT (MIN. 14 GAUGL GUEST HOUSE (SEE DETAIL) SAFETY SCREEN "^" " MLSH tn' MAX, c. TO c. sPACII,4 F.FL. EL.: ±44.5 E. C_, 4 DIA. CLEANOUT GRADE: 43.8' (SEE DETAIL) GRADE: 43.7' s 3C,' MIN ITNGTH FENCE D � 7 t_, t' g POSTS DRIVEN MCN' !6' LL 1' MIN » »i-. INTO Gs2 tiNJ. . a 12" MIN 2.5' MAX 6 PRECAST ` HEI4MT � FZLT1 MAY 1 3 2019 4• DIA SDR-35 PIPE CONCRETE SLAB (1/4•/FT MIN. SLOPE) 4' DIA. SDR-35 PIPE ... _ .. _ .-_._..._.............._.__._......__.... ....__...._....__....._.. . ... ....._...._..._...... ... .. . ... _. - ._ _ ....... .._..._.__.__._...... w 1 8• FT MIN. SLOPE ,I � - � ..._ ���y� � 1S � MIN S ONLY INV. INV. (1/8-/Fr / / ) BACKFILL AROUND LEACHING � MEN. SoutholdTDwn INV. INV. } w W + '" 3f of Trust^ 2' OF CAST IRON PIPE 40.84' 40.63 2 40.47' 40.37' POOLS WITH 3' MIN. COLLAR El sprCILYE VIEW OF CLEAN SAND AND GRAVEL EXTENDING THROUGH 10' 9.6' VISUAL BEACON 36' MIN. FENCE PrJST-"-•,,` FOUNDATION OF BUILDING 4'26 VOV'CN VIRE, rENCE (MI's, 14 ---- 05/11/2019 LZ SANITARY PROFILE VAG SYSTEM CAUGr W/ MAX, 6* MESA CONTROLLER/ALARM SPACING) WITH FILTER CLOTH04/12/2019 KK SANITARY PROFILE VAG 2A'MiN. FLOW 12/11/2018 LZ SCDHS COMMENTS(12/11/2018) VAG BOTTOM OF TANK EL. 36.21 ' == UNDISTURBEE GROUND 450 GPD TREATMENT TANK C04PACTED SOIL•- 10/26/2018��� -- 10/26/2018 LZ MAIN HOUSE SANITARY SYSTEM VAG FUJI CLEAN MODEL CEN5EM9-b FILTER CLOTH 16-MIN, 09/17/2018 LZ SCDHS COMMENTS(09/12/2018) VAG 12 V.F. ELECTRICAL & MAC "R" AIR BLOWER A MEN OF 6' IN GROUND &.- DATE BY DESCRIPTION APPRVD CONTROL TO BLOWER TO BE HARDWIRED TO =UUxy_L1v REVISIONS NOTE: CONTROL PANEL CONST ICTICN SPECIFICATIONS UTILIZE SANITARY LINE FOR CONTROL WIRING VANSTON BEAR LLC TREATMENT TANK VENT. L WOVEN WIRE FFNCt TO BE FASTENED SECURELY TCC FENCE POSTS WITH VIRE TIES 120 VOLT OUTLET TO OWTS COMPRESSED AIR OR STAPLES, POSTS SHALL BE STECL EITHER 'T' C'" 'U` TYPE OR HAR*IVCOD C/O ANDREW BECK,MEMBER LINE TO OWTS L) FILTER CLUTH 711 OC FASTENtD SECURELY TO WOVEN WIPE FENCE: WITH TIES P.O.BOX 860,SARATOGA SPRINGS,NY 12866 SPACED EVERY 84' AT TOP AND MID SECTION, FENCE: SHALL 14E WOVEN WERE, >:' MaxIM;sM 4fSRl DFCR:INC,. PROPOSED REDEVELOPMENT PROJECT 36" MIN. INSULATED 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER T+-TY SHALL Ef' OVER- LAPPED BY SIX IN04CS AND F;.Dr D. FILTER CLQT4 SHALL BE EITHER FILTER X, 5250 VANSTON ROAD,CUTCHOGUE,N.Y.11935 BOTTOM EL. 28.7' BLOWER MIR:AFE 10DX, ;STAS;I.INKA TI4DN, OR APPROVED EOJIVALENT. SCTM NO.:1000-111.00-10.00-014.000 PRECAST CONCRETE LEACHING POOL - _ _ = ENCLOSURE 4 FREFABRICATED UNITS SHALL FEET THE MINIMUM REC411ZCMEENTS SHOWN (8' DIA. X 12' EFFECTIVE DEPTH) 5 M.AINTENAN.E SHALL BE PERi-CR<,D AS NEEDED AND MATERIAL REMOVED WHEN ONE (1) REQUIRED DETAILS 'BULGES' DEVELOP' IN THE SILT FENCE. � O N�L�, AT:APTE£ Fp..p4 ZF.TAILS €PGVIBED RY, USDA NEW YEIP%C S-ATF PEP'ARTrENT VF TRANSPORTATION, REINFORCED � GENT GR�Oi � THE RAYNOR GROUP,P.E.&L.S.PLLC GRADE hEw Y ":K STATE TEPSOTsa¢r;T OF R CONSERV TIO CC13"IVATIGN, SILT "ENE /��` J�� � y ® SURVEYORS CIVIL ENGINEERS SITE PLANNERS NCSd YCRK STATE SOIL i WATER CONSERVATION CQ""!ITTCE y p 3' (MIN) TO GROUND WATER p ' ® DEERFIELD GREEN P.O.BOX 720 GROUND WATER EL. _ ±13.41' (HIGHEST EXPECTED) x ; WATER MILL,NY 11976 (631)726-7600 November 2016 Page 586 New York State Standards and Specifica- f_ t ire a; ` ti DESIGNED BY: VAG SCALE: N.T.S. DWG.NO. tints For Erosion and Sediment Control � -��- (� r i6 °• 0735&R kR' DRAWN BY: LZ DATE: 08/15/2018 C_3 SANITARY SYSTEM PROFILE 2 - GUEST HOUSE CONTROL PANEL AND BLOWER DETAIL SILT FENCE_ 170PESS101.1 v NOT TO SCALE NOT TO SCALE NOT TO SCALE vINCCIsN ELLO APPROVED BY: VAG FILE NO.: 3387 PROFESSIONAL ENGINEER NO.073544 N I <- u.P. i <� / ' \ Gj92&.1 1 1 -f ' 0 ® \ n IN E \ -. i'� 02 eP� \\ �o . :: I o\ ��s \ \ : a::; ::I: \ S . .. \ �_:::.:::.::: 1 \` \ / \ © \ - U.P. 1 —--- C .,.,;,':':";:..... ':i:'::: :::':'::':'.:' ....-::�:\- --��i-�-��--"":����:��ii,-'.......::.*................r :. "`'`.'`.'`'.....-'- I m I 1 \ .:.:...1........:':'.::': :':'.:':...... ... ........ ....t...,...�. .:........�.... .. '.'.'.'..'.'.'..... U.P. \ / Pp _ ....::::\::::::::,::.:::'::.:.. .: ,::...........:::'::'::'.::':':.:.: ....:':':'::'... , A • , SITE �:: ::::..'.'.'.'.'.'.'.'. \ FOR S.C.D.H.S. USE ONLY , o - ' A o N I tso \ 0 1 2 N t A..' A A. N... f 0 I �� w...o.......... \ \• , O �P �N :::.'.'.w'.: ...'. .... \ I \ \ p.... / - / / / / / / .'N---.".....�.�.. :'.,* .':..'�1.•.'.'........... ....'... \I \ \ \ /� -I\ / C_. 1 .'.N.':.N. ..{.t.' ..1�........ ...1..... \1 • 1. V ..... , �, 9 ! \� I \ \ \ 0411-1 11 N. \ O \ Z ::. ...a.. ... ...... :.: .'.'.'..'..'.'.'::.:.'::........\........ :..... .. .........•.... ...... ..... X. GRADE EL.: ±37.0 :•:.'':.:: ':: :: ::... I \ U.P. �Reo �N, O D R :,.:.:. ... .. .....'. � MIXED SAND �0 /< v� •.•!,.'.•:.. ........... ...... ... / / 1 • - 13 / 2' . 2 b e/ / / / / / / / / / / / / / / / / / / / / ,'.'..'.°•'...'. .'.':l. . ........•.•....'.•!:;•:' / / �� / AND LOAM (SC) 6p�ti Opo �: ..{:::':.::.:,: .`%%' : ':.: .':;......,,.':.'...":.{:':'r: '':':::::'.':.:).:: ` / / :•: :': . .......•.•.. AR '.SLOPING.':EQUAL: •QR:':':•'.'.'.''.'.'. I ( " / / / / / / / / / / / / / / / / / / / / / / / / / / / :(:.•:.:':.:::•::::'.:..'. •.'..'' REATTR::.HAN.:{:20q.:':•:'.::.:.;:::::'::' . � / EL. 35.0 N i / / / / / / / _ / / / / / / / / / / / / / }SiNG' R .7•..R;:7.ACEI;::. 0':):::::�:':•:''t:'::;::.:.TO ° \ `-' y's --------- \�\__ / 12 NN / / / / / / / / �-a / / / / / / / / / / / / e (� I I �-I , — -------- :..:.:i :r:r:':.'::'::'.:...x: .:. :.:.:'.:.::i:.::.:.:'::..... W ILTY �..... F BRO N S :::. �+cn71 ct �........ \.... .... f .. 1 SANDS (SM) coo �2 ::... -: � �.... \........ I O, i �.:.:::.::: .:::.:'.:::.:.:'::::.::: :: ::..'::::..'.'.................... s \ KEY MAP / / / / / / / / / / / a / / / /BOAT BASIN / / e F ........ ........ ... .... ....... ... ....... ........ ............................. .. ::�:.:.:::.::...'.:' \ SCALE: 1 =300' .... 1 cA EL. 34.0 •�Z X68 / / / / / / / / / / ... :\ : :: :':':':'''':':A::::::.'�:..'. ::..' -, \ 6 .................\... .. .., .'...... 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