HomeMy WebLinkAbout1000-31.-14-8.2 (2) Town of Southold �
LWRP CONSISTENCY ASSESSMENT FORM MAY 09 Jz023
Southoia (own
A. INSTRUCTIONS Planning Soard
1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action'list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its siadficant
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-
slfflporting 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 Dep e�nt, ally
local libraries and the Town Clerk's office. .
1
B. DESCRIPTION OF SITE AND PROPOSED ACTION��u
SCTM# 31 -8.2
r.;
PROJECT NAME Redevelopment of 12632 Main Road, East Marion, NY.�11939
The Application has been submitted to(check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓
1. Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g.capital ❑
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:
Construction of new two-story, single-family dwellings and installation of new I/A
system Removal of preexisting foundation from previous dwelling.
Location of action: 12632 Main Road, East Marion, NY 11939
Site acreage: 17,532.58 sq ft
Present land use: Residential
Present zoning classification: R-40
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: Brendan & Sara Osean
(b) Mailing address: 87 Overlook Road, Morristown, NJ, 07960
(973) 886-8635
(c) Telephone number: c/o Twomey Latham , 631-727-2180 x 269
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes 0 No❑ If yes,which state or federal agency?NYS DEC letter of
non jurisdiction 6/27/08 and 10/8/21
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 LMW Section III—Policies; Page 2 for evaluation
criteria.
❑✓ Yes ❑ No ❑ Not Applicable
Remove obsolete structure and build new 2-story dwelling in compliance with current code and
zoning map. Property previously had a 2 story dwelling on it.
July 23, 2008 Trustee approval indicated requirement of installation of a 10 ft. non-turf buffer,
addition of gutters and drywells to contain runoff in accordance with Chapter 236.
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LWRP Section III—Policies Pages 3 through 6 for evaluation criteria
❑ Yes 0 No ❑✓ Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
❑✓ Yes ❑ No ❑ Not Applicable
Proposed construction is compatible with surrounding community and will enhance visual quality and
protect scenic resources.
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III—Policies Pages S through 16 for evaluation criteria
0 Yes ❑ No ❑ Not Applicable
Property is not in a flood zone.
Attach additional sheets if necessary
Policy S. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
Z Yes ❑ No ❑Not Applicable
Planned installation of I/A system.
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 III—Policies; Pages 22
through 32 for evaluation criteria.
Z Yes ❑No ❑ Not Applicable
Property is bulkheaded and a 10' non-turf buffer is proposed.
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes ❑No❑✓ Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
❑ Yes ❑ No RI Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation
criteria.
❑ Ye❑ No 0 Not Applicable
Attach additional sheets if necessary
WORIaNG COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
❑Yes ❑ No ❑✓ Not Applicable
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 0 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 ✓❑ 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 ✓❑ Not Applicable
PREPARED DY Jacqueline Morley, Esq. TITLE Attorney DATE 3/16/23
Twomey Latham Shea et.al.
Premises known as: Note: ALL SUBSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION
# 12632 Main Road, East Marion, NY 11939 ceORa dN DE w du WATER SUPPLY, SANITARY SYSTEMS, TO THIS SURVEY IS A VIOLATION OF
DRAINAGE, DRYWELLS AND UTILITIES, SECTION 7209 OF THE NEW YORK STATE
SHOWN ARE FROM FIELD OBSERVATIONS EDUCATION LAW.
w n[ouE WRCH 2O21 AND OR DATA OBTAINED FROM OTHERS. COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
20-1-ROAD 12632 THE EXISTENCE OF RIGHTS OF WAY EMBOSSED SEAL SHALL NOT BE CONSIDERED
AND/OR EASEMENTS OF RECORD IF TO BE A VALID TRUE COPY.
ANY, NOT SHOWN ARE NOT GUARANTEED. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI—
TUTION. GUARANTEES ARE NOT TRANSFERABLE.
Area=
17,533 sq.ft.
0.40 acres
AD S'R' 25 72�C o
MAIN Rd N1S,5 0
40,
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Certified to:
Brendan Osean
Sara Oseon
Fidelity National Title Insurance Services LLC Survey of Property
situate at
East Marion
Town of Southold
LAND SURVEYING
@ al:+ MAR 2 1 2023 Suffolk County, New York
Mintoville aol.com
SUBDIVISIONS I Tax Map #1000-31-14-8.2
TITLE&MORTGAGE SURVEYS TOPOGRAPHIC SURVEYS !I Scale 1"= 30' March 10, 2021
__...____. _
LAND PLANNERS SITE PLANS GRAPHIC SCALE
•----.—....— —��..�.............. .. 30 0 15 30 60 120
]OHN MINTO• L.S. PHONE: (631) 724-4632
MCENSED MOFESSIONaE UWD SURVEYOR
NEW YORK STATE Uc.NO.4.s FAX: (631) 724-5455
( IN FEET )
93 SMITHTOWN BOULEVARD SMITHTOWN. N.Y. 11787
1 inch = 30 ft.
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rar�c" t iaN k * Y N_•0.: .,•3.y'f A �s r •0 �,`\d a �n z°a ovm°c sourHan � '�;'�
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oa Fc. � �^ _ rae a'� y 'Q �e•..H•'� .0 - m''q t �"s".:�^� 4�#•f e -k0'1 � : Q� .
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COUNTY OF SUFFOLK K�
2 S—w,Agency s as,ilsaa'ui•'rlml°il Y:_. 03
W M AOIITIIpID
— ..
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8
EX15TINC7 I STY COMPACTION NOTE-5:
RESIDENCE HI LOFT EX.HD PECK 5M GRADE D61NEER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED,IF ANY. POOLS,BASEMENTS,ETC.SHALL COMPLY WITH TH15 SECTION ALSO.
6ENERAL 2.MAINTAINING DRY 51TE CONPITION5: b. 5ACKFILLIW5 TRENCHES:
OVRHN6 N/F WILLIAM 4 BARBARA CLAYTON I.IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB 6RADE MUST BE PROPERLY DURINGPREPARATION OF THE SUB 6RADE AND UNTIL THE PAVING 15 IN PLACE,THE BAGKFILL FOR UTILITY TRENCHES SHALL BEWELL-6RADED,CLEAN,FRESHWATER
PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB 6RADE IN ACC40PDANGE CONTRACTOR SHALL PROMPTLY TAKE REA50NABLE MEASURES TO OBTAIN AND TO 5AND,FREE OF SILT AND CLAY PARTICLES.BAGKFILLINC,SHALL OGCM IMMEDIATELY
5GTH NO. 1000-031-14-15
EX 5HEI? WITH THESE SPECIFICATIONS,U51NO THE NECESSARY MEANS AND MATERIALS TO MAINTAIN A MY 51TE CONDITION.9"MEASURES SHALL INCLUDE PUMPING OF AFTER THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE CAVIN65 OF THE TRENCH
62 # PUBLIG HATER EX HD BULK
EX HO y
0.6'xI U.P. S 38044'00" E 142.69' PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS CAN 13E FREE SURFACE WATER MINOR MINOR HAND AND/OR MACHINE 5HAPIN6 TO FACILITATE SIDES. PRIOR TO INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF 5AND a tv
FORESEEN. THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE WATER REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. SHALL BE PROVIDED. vi
Of 6 YOU,CITY to
PROP.5ILT FEN BARRIER TOB=GCONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE EN61NEER OF SPECIAL 3.NATIVE 501L COMPACTION: q. AREAS OUTSIDE THE PAVIN6,SHALL BE FILLED AM COMPACTED AS NECESSARY WITH 7
E
12.6 X HD STEPS, PROBLEMS,AND IN THE END,To PROVIDE A 5OUND SUB 6RADE. CaE51VE AND COHENORE55 NATIVE SOIL SHALL 13E COMPACTED TO 615%AND 100% 501L COMPLY1145 HITH TH15 SECTION.EXCEPT THE TOP 6 INCHES SHALL BE NATIVE
15,RI IT H/RAILING 2.U51%501L TEST DATA OF THE OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO R-AGEMENT OF FILL. TOP501L SUITABLE FOR 6RA-%. AREAS REQUIRING CUT SHALL AL50 BE PROVIDED 800-212-44501811
EX.GRAVEL OF WZAY- -7, x 7-A
A.AT ITS OPT10N,THE ENNNEER MAY PROVIDE 501L TEST INFORMATION TO THE 4.FILL SELECTION AND COMPACTION: WITH 6 INCHES OF NATIVE TOPSOIL FOR GRASS. FINISH GRADE FOR THESE AREAS
DRIVEWAY (BY OHNER N. r_- :
CONTRACTOR. IF PROVIDED,THE DATA WILLINCLUDE CLASSIFICATION OF THE THE MOST C05T EFFECTIYE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: SHALL BE I INCH BELOW TOP OF CURB. AREAS 94ALL BE SLOPED TO DRAIN AT A www.dignetnycli.com or <\ ` PROP LOT 5.1) C)
— — --- — — — — — — 501E IN ACCORDANCE WITH THE UNIFIED 501E CLASSIFICATION SYSTEM(A5TM -5AND-6RAVEL MIX 05 To 3%FINES<0.02 MM AND CBR>Cl), MAXIMUM OF 4:1 UNLESS OTHERWISE INDICATED ON THE SITE OR GRADING PLAN. www.cau811.com(for other states)
-7NIFIr -GRAVELY 501L(3 TO 6%FINES 0.02 MM AND CB >b),D240. THE 51C ANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER 10.COMPACTION TESTING:
6 B.50IL5 DE516MTED AS H16HLY EXPAN51VE(CHI,MHO,AND OH)MAY REQUIRE -SANDY SOILS(3 TO b%FINES<OD2 MM AND C13R)b), THE EN61NEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM(1)A By law,excavators and contractors
working in the five boroughs of New
LIME STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. 5UCH
5. A \% rl�%. -SILTY GRAVELY 501-5(6 To 10%FINES<OD2 MM AND CBR>8), STANDARD PROCTOR TEST(A5TH 01551)ON THE FILL MATERIAL(OR NATIVE 501L
York City and Nassau and Suffolk
EXISTING SPECIAL TREATMENTS WILL BE DETAILED IN SITE BID DOCUMENTS IF THE COST -SILTY SANDY SOILS(b TO 15%FINES<0.02 MM AND CBR>8), PROCTOR TEST(A5TM 01551)ON THE FILL MATERIAL(OR NATIVE 501L IF NO FILL 15 Counties on Long Island must contact
0 X,) — �1� -_ 1.
i�-) 5ANITARY 5Y5. TO BE <) -37 15 TO BE INCLUDED IN THE CONTRACTORS BASE 510. -CLAYEY 6RAVEL SOILS(OVER 20%FINES(0.02 MM AM CBR>5), U5EI?)AT LEAST 12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2) DigNet,1-800-272-4480 or 811,at least L'06Arh�
C.SOILS DE516NATED AS H16HLY OR6ANI(,(OH,OLD,AND PT)MAY REQUIRE --CLAYEY SANDY 501L(OVER 20%FINES<OD2 MM AND CBIR>5), A NUCLEAR DENSITY 6AU6E(A5TM P26122 AND A5TM P3011)OR 5AND CONE(A5TM 48 hours but no more than 10 working
5,
tj SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT 5. THE ENC71NEER RE5ER\E5 THE RIG+rr TO HAVE 501L TESTS PERFORMED TO CONFIRM 0155b)TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS To MEASURE
ABANDONED PER 5CDH5 — \ __1 days(excluding weekends and legal
-,371 Z� y
OF THIS TREATMENT holidays)prior to beginning an
4':
\ , o �MNP t-j- i
WILL BE DETAILED IN THE 51TE DOCUMENTS IF THE C4Y5T 15 TO THE SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND THE DEGREE OF C.OMPAGTION OF THE SURFACE 5U56RADE. IF THE RE5ULT5 FROM
REQUIREMENTS, TEST : i". -
&Do mechanized digging or excavation work
5EE BOXFD NOTE, ;C� BE INCLUDED IN THE CONTRACTORS BASE BID. COMPACT THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL 13E TH15 TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET OR EXCEED THE DEGREE OF to ensure underground lines are HOLE P.THE CONTRACTOR SHALL INSPECT TIE SUEI 6RAM AND NOTIFY THE EN61NER COMPACTED TO q5%OF THE OPTIMUM DENSITY. COMPACTION SHALL BE COMPACTION SPECIFIED IN TH15 SECTION,THE 005T OF TE5TIN6 WILL BE DEDUCTED m rked.Excavators and contractors
WILLIAM P.HUKILL TH15 OV46
;;A OF ANY CONDITIONS REQUIRING SPECIAL CON51DERATION NOT ADDRE55ED IN THE AC404:11L15HED AT NG LE55 THAN OPTIMUM M015WRE CONTENT UP TO 2%WETTER FROM THE CONTRACT AMOUNT,AID THE TESTING(2)WILL 13E REPEATED. can alsosubmit locate requests on-line,
9,TM No. 51TE 610 DOCUMENTS. THE EXTRA COST OF UNANTIGIPATED REMOVAL WILL BE OPTIMUM DENSITY ANC OPTIMUM MOISTURE CONTENT SHALL BE AS DETERMINED 13Y 11. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE through ITIC.If you do not currently use
1000-031-14-005.1 \% LOCATION MAP: ILL
BASED ON THE UNIT COSTS PROVIDED WITH THE BASE BID. THE C05T OF A5TM 01551. NO l TRASH.BOULDERS.OR OTHER DEBRIS WILL BE ALLOWED AS WITH THE STANDARDS OF THE 5L.D.1-16. CONTRACTOR 15 RESPONSIBLE FOR ALL ITIC,please call 1-800-524-7603 for i2
PRIVATE WELL UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE FILL MATERIAL IN ANY U5A6E. IN5PECTION5 AND SICN-OFF Or SAME. more Information. SCALE: IN =bOO'-O"
ir- NE-60TIATED. b. FOR UNSTABLE WL5 eaTH LE55 THAN 250 P5F COHESION OR ULTIMATE BEARING 12.CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND I 1 :5 @ P C,
LOT EX.LP LOT 0 \ CAPACITY OF LE55 THAN 500 P5F,6EOTEXTILE FABRIC WALL 13E INSTALLED IN ALL CERTIFIED AS EMPTY PRIOR TO RELOCATION. For safety reasons,homeowners are 0
5.2 SUB 6RADE PREPARATION UTILITY AND PIPING TFENCHE5 AND TANKHOLE5 To REDUCE M16RATION OF strongly encouraged to call as well PROPOSED INNOVATIVE AND ALTERNATIVE I
EX. FINE-61RAINED 501L AND SEPARATE 01551HLAR FILL MATERIALS.THE 6EOTEXTILE when planning any type of digging on
7, 1.THE CONTRACTOR SHALL REMOVE ALL VE6ETATION,SURPLUS SOL,DEMOLITION MATERIAL SHALL OVERLAP ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12" their property.Homeowners can C4 N
ASPHALT -Y ON-SITE WASTEWATER TREATMENT CQ r--PROPO%D EROSION DRIVEWAY '0 RUBBLE,AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL 13E _R 'NOM ARE contact us directly at 1-800-272-4480 or CNI
CONTROL METHOD EX.IND AS NECESSARY TO CCvF THE INTE -A. 6EOTEX71LE FABRIC 5HALL BE by calling 811,the national call before
Ci INSTALL SILT FENCE TO BE PEr.K -A PROMPTLY HAULED FROM T14E SITE AND DISPOSED OF IN ACCORDANCE WITH 6TF130EY,TYPAR 34CI,6TF150EY,OR TYPAR 3bOI AS MARKETED BY EXXON you dig number.For excavation work SANITARY SITE PLAN:
REMOVED 6OVERNIN6 LAWS AND CODES.THE CONTRACTOR SHALL SHAPE THE SUB 6RADE IN 51TUATE AT: Ln A A
7 BARRIER AS SHOWN, ACCORDANCE WITH THE 6RAI)IN6,PLAN,TAKING INTO ACCOUNT THE THICKNESS OF CHEMICAL AT 1-800-54-EMN. completed on personal property,It is EAST MARION N.Y. FLOOD ZONE: 'X'
CD EX ST MAINTAIN UNTIL PROXECT 70 1. BAGKFIH INC,TANKHOn,ETC.: the contractor's responsibility-NOT the
C40MPLE110H 0 p 1 THE PAVING SYSTEM. THE TOLERANCE OF TH15 ROL1514 6WIN6 SHALL BE WITHIN BACKFILL FOR ANY EX15TIN6 TANKHOLE5 SHALL MEET THE REQUIREMENTS OF TH15 homeowner's-to contact DIgNet. TOM OF SOUTHOLD VERTICAL DATUM: NAVD&D
SECTION.LIKEH15E,WKFILL FOR OTHER HOLES LEFT BY REMOVAL OF 5HIMMIN6 SUFFOLK C40MM NEW YORK BASE B-009 ELEVATION;
112"HIGH TO I"LOW.PURIN5 TH15 OPERATION THE CONTRACTOR SHALL NOTE ANY Having utility lines marked poor to
++4 03 SOFT AREAS THAT BECOME APPARENT AFTER TRAFF IG 13Y CONSTRUCTION digging Is free of charge. SCTM No.: 1000-51-14-0006.2
I MAP No.36103600b4H-ZONE X
0 0 EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS SHALL 13E REPORTED TO THE
,It I xx ZONING DISTRICT. RESIDENTIAL R401 Ch*V- IV
kn ++H+fl+fl+H+H4++4 EXISTING -1
PROP.5ILT FEN_BARRIER L FOUNPAT`ION TO BE 00 51TE ADDRE-55: PROPERTY OWNER:
_j 011 v ckqAr '---25'
.;A REMOVED AND FILLED EXL�Tj, /EX15T 1202 MAIN ROAD 05EAN 121532 MAIN ROAD
If LP RIGHT OF V_*1
To MEET NATURAL GRADE _LPG HAY FAST MARION,NY IIq3q FAST MARION,NY IIq3q
515E COMPACTION NOTES'
EX15TIN6 PRIVATE WELL IV28034'0n- ATE DATA:
(THIS ONG) S2 � v
too
ELEV FN[) TO BE ABANDONED �4 8 034 37g LP, AREA OF SITE: i11,53238 S.F.(0.403AC)
12.6 FNP GONG. Rr tp
PIPE _j
NON. _J 0
237-41' BUIUANO AREA: PREVIOUSLY CURRENT
10011W 1711 APPROVED PROP05AL
N35021 PROP SILT PEN 13ARRIE 6 EX15T 0 ENn;Zr AND 5TEP5 46 50FT. 42 50.FT.
EX 5TKO FEN _R kL V1 ti-
-iiiiiiii xl� 115 13=1.6 E c:) 5T DWELLING 1;3-n SOFT. 1,4q5 50.Fr.
44.62' "N��, `�> X GONr,HALL
FN0 -2- PORCHES bO 50.FT. 425 5Q.FT.
N/F $� N 32055'0011 93.87' 11: 1) bq 50FT, WA
SOFIA ANTONIADI�, k Ito BALCONY
5r,TM No. 1000-051-12, CONG 2 TOTAL AREA 1,4q2 SOFT. ICI62 5G.FT.
EXISTING CONDITION PRIVATE HELL 1-01 N 35- LOT COVERAGE OD&5I (e�51%) O.Ijjq fli.1%
38-03'
DEMOLITION SITE PLAN EX.5TONE HALK 61\ LOT NOTE: AREA BETWEEN AHN TO 100'OFF5ET LINE = 11,758 SOFT.(02bqc1AG)
LOT COVERAGE SEAWARD OF
(15 EX. PI ES, AHN 100'OFF5ET LINE: 04 SOFT.(IDLI%) 641 5Q.FT.(550%)
CROS R
I F7-1 rn
ABANDONMENT BY REMOVAL: EX. 0 00 ZDA APPEAL #6367, CONDITION5 FOR APPRO\/AL:
20 10 0 20 40 60 EXISTING SYSTEM TO BE ABANDONED BY RIEMCIVIN6 ALL RESIDUAL 00 PORCH EX. 5TEP5 E HOOD (
10 I.GUTTERS AND LEADERS TIED IN TO A DRYWELL SHALL BE INSTALLED ON THE NEW
GRAPHIC SCALE 20--0" SEWAGE WASTES BY A LICENSED WASTE HAULER,REMOVING THE ENTIRE EX.N)DECK H/RAILING DWELLING TO PREVENT ROOF RUNOFF.
5TRUGTURE(S),BAGKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL, po 5 2.A 15 FOOT LANDSCAPE BUFFER OF NATIVE GRASSES AND OTHER DROUGHT TOLERANT
AND PROPERLY COMPACTING. __j NATIVE PLANTINGS SUCH AS R05A R1605A 5HALL BE ESTABLISHED ALONG THE t
...... N/F BULKHEAD MOVING LANDWARD TOWARD THE PROPOSED DWELLING AND SHALL BE
ell...
.... ........ SITE PLAN BASED ON ORIC71MAL 5URVEY5 BY:
MARTINE MAIORANA
ZONE X .... .. EX.5TEP5 CONTINUOUSLY MAINTAINED. t
-14-13 5GTM No. 1000-031 11111110
... .............. STANLEY J. ISAKSEN,JR. EXISTING 1, NOTE: V
ZONE ...... . . /......... .. .... PUBLIC HATER -16 %51 O
MYJ PD.13OX 2q4 C� 2 STORY 1.PROP05ED LP BUIED TANK SHALL MAINTAIN REGUIRIED 20'MIN SEPAIRAT`ION FROM
'ZONE VE'.' RE51DENGE LOT N/F WILLIAM /5;_51
(EL.9) (EL.9) NEW SUFFOLK,NY I Iq56 EX15T. BARBARA CLAYTON ALL SANITARY COMPONENTS AND PRIVATE WELL.�0 EXISTING
PHONE- (631)-134-5b35 (JD 5GTM No. 1000-031-14-15 2.NO STORM DRAINAGE STORAGE STRUCTURES EXIST ON THIS SITE
...... HOOD
... ............... RAMP THREE(3)4.-T5'xb5'x!51_D.LEACHING GALLEYS ARE PROVIDED FOR ROOF RUNOFF
-031-14-005.1 DECK PU13LIG HATER EXISTING I 5TY K <
PROP05M 56TM No. 1000
%RVEYED, JNE 1,2004 RESIDENCE H/ LOFT ALL COMPONENTS MAINTAIN A 10'SEPARATION FROM ALL PROP05M SANITARY LU LL
... .... STRU6TURE5. F-4 X .2
ZONE X PROP05M SG TM No. 1000-031-14-00&.2 IN:
4J 5UIRVEYE0- JULY 10,200-1 EX.HP DECK � ' In
IFNI)
NOTE- STONE ELEV. Ex.SHED OVRHNG
-031-14-00b.1 AND NON.LOT51000 S 3504915011 E 95-96' FW EX SHED TAP EXIST.POLE PER LU
toe... 1000-031-14-005.2 WERE CREATED 13Y V) ELEV. UTILITY PROVIDERS S 38-44'ou E, 142.69' EX HD E3ULKHD
-N OF 5OUTHCILD ZBA No.14q5- GONG.MON. S 38044'00"E lo.VAIV./
THE T01 IZEMIF043M
FEBUARY 11,Iq
`�31
X ORIENT HARBOR -12 1:�] W
X TOE3=q.1
PROP.PW COMM PROP ER'5&FEN BARRIER
us
51
�X.C, I .. -6 Z,
RAVF_ 15-R16W
EX 6PAVEL mime \t4u_
Ur YV%I
DRIVE 11-16-1991,
PROP.
,L.8) - - — — — — — — —
ZONE AE< I \�A Z_ PROP LOT�5.1)
In
ESTABLISHED Ct
PROTECTED AREA EX NO STEPS H/
F 16
7�7A_ -
RAILING(BY OWNER V
LIMIT OF COASTAL BARRIER'
Awe
1 .1 PROP. - I -A
MODERATE WAVE .. . . RESOURCE SYSTEM/ EX.5T V MIN ff -
DRIVE �0 10. UIG L.P.ACTION LM (CBRS) 4;k -7 EXIST 55
(ILITIMA) 0� MIN 0TANK t-0
LP
I.. I 0\ U 0
EXISTING 0
TE5T
..... .... ..... SEPTIC SYS.
E C)
'N ENGINEER:
........... . .. .... ti- \ - .
.. .. . ...... .... QP
L/r N If
ONEAE-
n
10
r-ONE AE;/
0�
(EL.6).. EXISTING
2 STORY &9
0 EXISTING RES, C:) M • X� V ee �
WELL Q.0,
M � 1;� LOT
.... ......... • o jl�6 MIKT PROP05W T-4 Z --, LU:,
TY FR T11 LIJ
-A 150'OFFSET FROM STOOP 25 IV
kn DWELLING (8.2)
EX'PR'VATL-WELL(LOT& 01
\ 7t>
EXISTING .01 kP
IN W BASEMENT s�
. ............ _j F.FL.EL. = 14h'
Y. ..... ........
HOOD PORCH )Z61 5'
0 5BEPROOM MIN_4p H/RAILING
LOT N/F
.'ZONE AE to Q 1 �--� /o�jS, pys O , v� Or
...... R WILLIAM P.HUKILL .5 ic 73
I%%-: 8.1(EL.6)
0 PROP05ED
........ 5GTM No. 10'NON-TURF BUFFER
....... .. .. (V Df
1000-031-14-005.1 JEFFREY T. BUTLER,P.E.
PRIVATE WELL
V44�+H-H PROP05ED
........ ... G.E.' PRIVATE WELL-Zl0N`E-X-%) EXIST 10'MIN EXP EXP
<Z; GONG BLK H+t+�f \���WATER LINE TO BE REMOVED ELEV EX, IRREGULAR HIRE FENCEP4 (3
IO.LT -� GARAGE T FEN BARRIER EXISTING ABOVE GRADE ELEGTRIGAL AND
. ........... N 35021'0011 1W
.......... .. HATER LINES ATTACHED TO BULKHEAD 0
FOUND GONG. 0 EXP EXP PROP SILT PEN 13A ZRIER , \ FROM NEIGHBORING PROPERTY
ZZONE X NON. 235.001 EX. PLAY
HOUSE
. ......... S 35021100 E ELE LL
<
SUBJECT CD
PROPERTY-j ..........
.......... Z
N/F Z
50FIA ANTONIAP15 EX.STKI �)
4 R �EX CONC HALL ZONE AE 279.62' N35021'00"W .SILT PENEIAR�ILt \ W X LU
.......(EL..6) 5CTM No. 1000-031-14-01 44.621 3205510ort W X11.3 PIP
x TOB=cI.6 Ir-
V.... PRIVATE HELL Z
............ PIPE
N I
93.87 FND :<
CON6 off W <
............ 17- 7
N 3502ro
....... .. . 0 - MON. < OL
Q5 EXISTING CONDITION - - Q
D_
06 38,03' EX.HD -cp 0 < T <
..........
NEIGHBORING PROPERTIES AND PRIVATE WELLS SPA STONE WALK PII F5,TYP
.......... 0 < c)
EXISTING 2 STORY Z I
. .... . FRAME GARAGE EXISTING
Uj
... ....... SHIMMING POOL \O)
19
......... .. 20 40 (00 80 100
0 0 0fir, LU
*LAMP
GRAPHIC, 5GALE 1" = 20'-0" P05T
V tf)
OFF5IET FROM tp C) j
LAMP 150 FOR ADDITIONAL INFORMATION... N (313
FW PRIVATE Hq_L(LOT 1D) LL
GONG. P05T LOT
NON. FOR MOP05ED DEMOLITION _(,�LAMP N
IZONEX A,* EXISTING (7.0) P05T
........... Q)_ WELL SEE EXISTING GONOITION - 0 (N
STORM DRAINAGE CALC:
.. .... ........ ZONE, ELEG11 0 (3
..... . DEMOLITION 51TE PLAN, TH15 ONG.
...... . ........ ..... (EL.6) VOLUME =AREA x RAINFALL x COEFFIGIENT EX HP Z
/ . .. ...... .... ........ . . .......... RAINFALL =2.0" = O.IbT MTR 4 EX AG STEPS FOR PROP05E05ANITARY WORK; EX 1`0
................ ... .............. ......
%4,3z GOEFFIGIENT OF ROOF AREA COVERED PORCHES ID 5TEP5 0 Z
kE:
... . ..... ...... .... . ZONE AE .. .... ... EX15T UNITS 5EE PR0P05E0 !5AN1TARY !51TE PLAN, (3 <
................ ...... ... . .
........ ...... . DMH
. ............ ....... . . .. .. ....
...... ........... .. ...... X. T 1,5'
(EL.7) ........ A,* 64 TRIBUTARY 1: (TOTAL AREA: 1,C162 50.FTJ
oc�_ E noc 5EE DWG 5P2
... . . .............. .
ZONE AE. ... .... C.
.......... IV RUNOFF AREAS:
..... ... . ENTRY AND STEP 42 SOFT. II
... .... ... ------
...........................
DWELLING 1,4q5 50.17T. EXISTING, AREA OF DISTURBANCE:
. .... .... ...... .... .. ............ ...... .... .... ..... ROOFED OVER PORCHES 425 SO.Fr. 1 4 2 STORY FRAME
It • TOTAL RUNOFF AREA- Iqb2 SOFT. HOUSE 4 GARAGE 10,668 SQFT., 0.2449ac 11 PAGE :
OPLAwN.......................
. .... .....
FLOOD ZONE: 'X' CALCULATION: F.FL16.1
1,q62 SF.x ID x 0.161 326 CU.Fr. PAR 21 K-23
FOR ADDITIONAL INFO:
FLOOD ZONE KEY MAP FEMA MAP No.3610300064H
TOTAL VOUkE REGUIRED MI CU.FT. X15T� IX15T 5EE ARCHITEGTURAL DRAWINGS FOR \ t
Lp�/
LAMP 05E PRECAST 5TORM HATER LEACA41%GALLEYS- PLP PROP05ED PRIVATE RE510ENGE
POST (2)4.15'x 65'x 35b(35LIODIR)PRECAST LEAGNING,r5ALLEY5 spi
BY JEFFREY T. BUTLER, PL., P.C.
111=711 IV26'41,00,, TOTAL VOLUME REQUIRED: 32&CU.FT. EX15T
3001 150 0 300 600 qOO 1,200 TOTAL VOLUME PROVIDED: n CUFT. PMH
GRAPHIC 56AI F IN 3001-01 FNI)PIPE SCDHS RECORD ID: R-21-1661 of L
28 4' 6;_�p
'j 3 �8
78
MAXIMUM 6RADE DROP DOWN SEPARATION 015TANCE REQ'MT5 FOR
EX.UTIL • MAINTAIN GRADE ELEV.WITHIN VOF LE&END: www.dignetnycli.com 5ANITARY 5EPTIG TANK5, I/A OHIT5,PUMP 5TA OR MANHOLE (RE51DENTIAL):
or
5TVXTURE ELEVATION MIN.HORIZONTAL 5FARA71ON 015TANGE5: -0' N
POLE# PROPERTY LINE PROPOSED SPOT ELEvA L.ROAD 5TOR4 VRAIN5 20'
call8li.com
of NFW YX Cify vVww.
• THEN DROP 501L DOWN TO NATURAL A.BUILDING,W CELLAR= 10`-0' M.ON-51TE STORM DRAINS= 10'-0'
4, 06 IMP (for other states)
ELE 16�1 I I CRAVE AT A RATE OF 3:1 PRJNGIPLE YO SETBACK EXISTING SPOT ELEVATION xI3.4(9' B.BUILDING ON SLAB=5'-0" N.CATCH BASINS WLEACHING)=5'-0'
i26Ly, Le w,
G.PORCHES,DEC*HOUSE OVERHANG, O.SANITARY LEACHING POOL=b'-O* i :i" .
d) N
15_ PROP SANITARY PIPE 56 PROP05ED STORM DRAINAGE STRUCTURES: 800-212-44601811 CANTILEVERS,ETC=5'-0" P.SEPTIC TANK,PUMP 5TA OR M.H. 5'-0'
�ORIENT-
EX- GRAVITY FEED OUTLET PIPE RIGHT,, 4"
STORMHATER LEACHING POOL 1 1 D.WATER LINES=10'-0' Q.PROPERTY LINES=5'-0'
49RVL ORV E.SURFACE WATER(WETLANDS) -5'-0' R.SWIMMING POOL=20'-0'
i'_ t:
OF RAY IN GLEAN OUT, PROP.STORM DRAINAGE PIPE 50 (5EE FOR COVER REQW5) By law,excavators and contractors working in For safety reasons,homeowners are strongly
. A!� I :;; I P <
Z�
EP SLOPE
L �L(__j SEE SANITARY PROFILE ON ONO 5P3 the five boroughs of New York City and Nassau encouraged to call as well when planning any F.R%I(,WELL=200'-0' S.TOP OF EMBANKMENT OR STE
0 OPEN COVER TO GRAPE 6.PRIVATE WELL=15'
PROP UIG WATER SERVICE and Suffolk Counties on Long Island must type of digging on their property. -0'
(43.46, (15%SLOPE OR GREATER) 25'-0'
Homeowners can contact us directly at T.BLUFF=65'-0'. SOLID COVER BELOW GRAPE contact DigNet,1-800-272-4480 or 811,at least H.RETAINING WALL 64TRPROOF) 10'-0'
rrjyr".11 EXISTING OVERHEAD UTILITY LINE: -
. ... .1 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the J.U16 FUEL TANKS= 10'-0' U.PEGK/RAMP=5'-0' O N
TEST HOLE excluding weekends and legal holidays)prior national calf before you dig number.For r,UIG UTILITIES=5'-0'
$32 PT 13h' PROP.U16 ELECTRICAL/60MR)NIGATION to be any mechanized digging or excavation work completed on personal
excavation work to ensure underground lines property,it is the contractors 16N-i
SERVICE LINES: —E—E—
A19 LINE \, V 30.0,11 FIN15HED FLOOR ELEVATION F.FLEL. are marked.Excavators and contractors can responsibility--NOT the homeowners-to
46 AG U/C7 U/6 also submit locate requests online,through contact DIgNet.Having utility lines marked
7101W EXISTING UTILITY POLE C_Q� SEPARATION DISTANCE REQUIREMENTS FOR
4-SAN PIPE H/CD, PROPOSED SANITARY SYSTEM: ITIC.If you do not currently use ITIC,please prior to digging is free of charge.
ETU call 1-800-524-7603 for more information. 5ANITARY LEAGHINQ 5IRUGIURE5(81-51DENTIAU: R
PARTIAL PLAN `5 AUTO-VENTED-AIR COVER TO GRAPE HYDRO-ACTION LEACHING EXPAN51ON
13.46 VENT TIED INTO H5
MINI"HORIZONTAL SEPARATION 015TAW,5: P. SAN.LEACHING POOLS V-O
COVER GRADE GALLEY GALLEY
DM x13.4b VENT STACK NO H5 umvl� A BUILDIN6,W/CELLAR=10'-0' Q. PROPERTY LINES=5'-0'
ENHANCED 0) F
L e EXP
TRAP INSTALLED) B. BUILDING ON SLAB=10'-0' R. TOP OF EMBANI MEV OR STEEP SLOPE LOCATION MAP:
TREATMENT UNIT ETU (L PL
0 15 30 1 F 20 AMP MAIN C. PORCHES,PECKS,HOUSE OVERHANGS, 05%SLOPE OR GREATER)=25'-ON SCALE: V =bOO'-O"
15 1.5 3.22 ENTRY CANTILEVERS,ETC,=5'-0' S. BLUFF=b5'-0'
GPAPHIG SCALE 151-0" 5TOOP SERVICE FROM 11A, — 01 D. WATER LINES=10'-0' T SEPTIC TANK,RW 5TA,GREASE TRAPDR
33 MAIN PNL IN HOUSE 5UBX--CT PROPERTY'CURRENTLY: MIXED SAND 4 LOAM E. SURFACE WATER 100'-0* MANHOLE=6-0" PROPOSED I/A ON-SITE WASTEWATER
NO UNDERGROUND STORAGE TANKS EXIST ON T1415 SITE. CIAO — — 21 F. RA3LIG WELL=200'-0' U. SWIMMING POOL=20'-0' 8
PROPOSED LP BURIED TANK SHALL MAINTAIN REQUIRED 20 MIN SEPARATION FROM U
TREATMENT SANITARY SITE PLAN: ry
13.13 PROP05ED CONTROL PAWL AND BLOWER: ALL SANITARY COMPONENTS AND FROM PRIVATE WELL. 6. PRIVATE WELL= 100`/150' V. DECK/RAMP=5'-0"
1326 REMOTE HYDRO-ACTION OFS GNTRL GNTR AND BLOWER PALE BROWN FINE TO H. RET.HALL MTRPROFF)= 10'-0' W. LEAGHI%GALLEYS: SITUATE AT: o C4
J. UIG Ra TANKS= 10'-0' GALLEY TO GALLEY
TO BE MOUNTED 35'ABOVE GRADE OR ABOVE BFE STORM DRAINAGE 5Y5TEM: COUAR5E SAND WITH
WHICHEVER 15 141644� NO STORM DRAINAGE STORAGE 5TFXGTURE5 CURRENTLY EX15T ON TH15 SITE. 10-20%GRAVEL-SW K. U16 UTILITIES=5'-0' LONG SIDE TO LONG SIDE 4'-0'MIN EAST MARION N.Y. FLOOD ZONE: X
L. ROAD STORM DRAINS OR SHORT SIDE TO SHORT 510E 2'-0"MIN TOM OF SOUTHOLD VERTICAL DATUM: NAVD65 Q 6
C 13.13' 11\5
PROP05EI? lo� SEE'CONTROL PANEL REQUIREMENTS'NOTES,TH15 ONO. 0 TWO(2)4.15'x bS'x 351-D.LEACHING GALLEYS ARE PROVIDED FOP,ROOF RUNOFF SUFFOLK COUNTY,NEW YORK BASE FLOOD ELEVATION:
-0' GALLEY TO GROUNDWATER-
13-04' 13.161 2 5TY FR VHL(5 FOR MOUNTING DESIGN AND REQUIREMENTS 0 ALL COMPONENTS MAINTAIN A 10'SEPARATION DISTANCE FROM ALL PROP05W 2.q' RECHARGE BASINS=20' 9-TM NO.: 1000-51-14-0008.2 MAP No.361030006411-ZONE X
13.23 M. ON-51TE 5TORI1 PRAIN5 OR 2'EFF.DEPTH 2'TO 6R0UNPWTR MIN
LU L& 5 BORMI W 65MNT SEE `PROPOSED 'H'FRAME DETAIL',ON OW5 SP3 SANITARY STRUCTURES. ZONING 015TRI(T: RE51DENTIAL R40' GWMZ: IV
11) L2 �_j PROVIDE CONVENIENCE CFI RECEPTACLE N. RECHARGE BASINS= 10'-0 >2'EFF.DEPTH YTO GRDUNPHTR MIN
-Z F.FL.EL. 14.6 -LEACHING OWNER:
LU NJ SANITARY 515TEM: 0. CATCH BASINS,NON 10'-0" SITE ADDRESS: PROPERTY
_U_ INSTALL NEARBY CONTROL PNL(35'ABV FIN.GRO MI
13 PROVIDE 20 AMP SERVICE FROM MAIN PANEL IN BLOG EXISTING SANITARY SYSTEM SHALL BE ABANDONED 13Y REMOVAL. HATER IN PALE BROWN 125bO MAIN ROAD V5EAN
12.&5' FINE TO COARSE SAND EAST MARION,NY I IcI3q 12632 MAIN ROAD EAST
WITH IO-20%GRAVEL-SW
13.06'
MARION,NY I Iq3q
T) L_�j L6 MAX -N NOTE: SITE DATA:
MAXIMUM CRAVE PROP 001 OWNER CARE OF SAN. SYS: ALL GRADES NOTED ON THIS PLAN WILL BE ACHIEVED USING
/E
MAINTAIN SASGRADE ELEVATION WITHIN 20'OF *FAMILIARIZE ONESELF WITH THE MANUFACTURES RECOMMENDATIONS FOR CARE OF SANITARY AREA SITE:OF ±11,53258 S.F.(0.403AC)
PRECAST STRUCTURE COMPONENTS. MATERIAL EXCAVATED ON SITE DUE TO CRAWL SPACE AND
• a OMER5 AND INSTALLERS ARE TO FAMILIARIZE THEMSELVES WITH SECTION
MATES TO I'DROP OVER 20 L.F.HORIZ.(MAX) XVI.I -GENERAL IT THE STRUCTURE IN5TALLATION5. NO MATERIAL WILL BE BUILDING AREA: PREVIOUSLY CURRENT
EXP EX 11.141 REQUIREMENTS,XVI.2-I/A ONT5 MINIMUM DE516N REQ"M AND SECTION XVI.6-ELECTRICAL WATER ENCOUNTERED CID'BELOH GRADE @ EL.2R IMPORTED TO ACHIEVE THE GRADES PROP05ED. APPROVED F!ROFD5AL
H441"+H1f+4+1, HIGHEST EXPECTED GROUNDWATER @R . 5A
MIN REQUIREMENTS. THE AFORE MENTIONED SECTIONS OUTLINE MAINTENANCE AND CARE OF INNovAnVE 1 ENTRY AND STEPS 46 50.FT. 42 50PT.
PROPOSEDTt"SILT FENCE AND ALTERNATIVE ON-51TE K45TE WATER TREATMENT SYSTEMS REQUIRED BY 5L.P.H.S. DWELLING 1,31T 50.FT. Vq5 SQ.FT.
PROPOSED EXPANSION GALLEYS: a PRIOR TO ANY FUTURE SITE WORK ALWAYS ERE-GT CONSTRUCTION FENCING VBEYOND THE PORCHES &0 50.FT. 425 50.FT.
NEW LOCATION... PERIMETER OF THE WASTE HATER TREATMENT UNIT TO PROTECT THE COMPONENTS VEHICULAR TE5T HOLE DATA BALCONYbcI 5Q.FT, N/A
MIN DOES NOT NEGE551TATE EARLY INSTALLATION OF EXPANSION DAMAGE. TOTAL AREA I,4cI2 5Q.FT. Iqb2 SOFT.
(TEST HOLE DUO BY: LOT COVERAGE ODb5I 051%) 0.111CI(11.101%)
L!xn Lpfj STRUCTURES,A5 THEY ARE NO LONGER LOCATED UNDER McDONALD GE05GIENCE
THE GRAVEL DRIVEWAY. NOTE: AREA BETWEEN AHN TO 100'OFF5ET LINE = 11,58 50.FT.(0.26qqAr,)
ON JUNE 26,200b) LOT COVERAGE SEAWARD OF o
AHN 100'OFF5ET LINE: &34 50.FT.(I.Oq%) b4l SQ.FT.(550%)
ZDA APPEAL #6367, GONRITION5 FOR APPROVAL:
I.GUTTERS AND LEADERS TIED IN TO A PRYWELL SHALL BE INSTALLED ON THE NEW
OWEELLIN65,TO PREVENT ROOF RUNOFF.
EXISTING DRIVEWAY 2.A 15 FOOT LAN05CAPE BUFFER OF NATIVE GRASSES AND OTHER DROUGHT TOLERANT
N/F AREA OF DISTURBANCE: NATIVE PLANTINGS SUCH AS R05A R0005A SHALL BE ESTABLISHED ALONG THE
EXISTINO 10,668 SQ.FI., 0.2449ac BULKHEAD MOVING LANDWARD TOWARD THE PROPOSED DWELLING AND SHALL BE
MARTINE MAIORANA RE51DENGE EX. KID DECK PROPOSED BUOYANCY ANCHORING:
5C,TM No. 1000-031-14-13
PUBLIC HATER N/F H1LLIAM PROVIDE(2)HELICAL GOIL ANCHORS,LOCATE AS SHOWN o
BARBARA CLAYTON • LENGTH OF ANCHOR.5HAH BE iIO'-15'BLW GRD OR 60 -�
0` V t
OVIR
5GTM No. 1000-031-14-15 WHATEVER 15 NECESSARY TO ACHIEVE 10 KIP ULTIMATE I/A OWTS UNIT SIZING:
PUBLIC, WATER a, ()�
HNO UIC PHR C40MM CONN. POINT - SECURE CHAMBER AND TANK WITH HOLD-DOWN STRAP AND SLDJ45.DIV15ION OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND
EX.SHED PROP05ED CONNECTION TO ELECTRICAL TURNBUCKLE TO EACH HELICAL ANCHOR 1 PROP05ED CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR SINGLE-FAMILY RE51MCES
22.4'xb.3' SERVICE PER PROVIDERS REQUIREMENTS - SEE CALCULATION,DWG SP3 10 NON-TURF BUFFER DATED: VEGEMBN 27%2017
EX SHED 10.6'xI6.2' TAP EXIST.POLE PER 1 <
TABLE 5 MINIMUM I/A ON-51TE WASTEWATER TREATMENT CAPACITIES
UTILITY PROVIDERS EX NO BULKHO 5 BEDROOM DWELLING: MINIMUM TANK CAPACITY =550 GALLONS w
IL
ELEV. REQUIREMENTS S 38044'00" E 142.69 &-.4 X Z
12.4'
PROPOSED AER013IG TREATMENT PLANT +ttf-"t�H t-tittiHitilf ililit T+I�-t I JHft11_Ithf_rtrt tri-I _t�_t1ftt_t1_tT11+1 I/A OWTS UNIT LOAD CALCULATION:
EV ui�s Lie US U& US _N_ TOB=q.1 �D
PROP.SILT FEN BARRIER 110 6M x 5 BEDROOMS= 550 GP0 TL FLOW REQUIRED
USE: b
I - HYDRO-ACTION 5ET-N-60 ON51TE HA5TEHATER ec- PROPOSED SANITARY DESIGN FLOW= 550 6PO < US
'RIC STORM DRAINAGE SYSTEM:PLANT,UNIT INCLUDES: 5 RIGHT R, O LU
OF HAY DEDICATED TO ROOF RUNOFFX , 1 0 USE HYDRO ACTION WASTE HATER TREATMENT PLANT CSJ
o MODEL AN500 -RAVEL DRIVE 15, RIGHT 3r MODEL No.AN500,GRAVITY SYSTEM
EX.C b'-6"x4'-q"x35'HI6M OVEFF OP)LEACHING GALLEYS b of
so PRETREATMENT TANK (PT) 0 EX HP STEPS V TREATMENT CAPACITY: 550 6PO CONNECT AS 5HOM,MAINTAIN REQUIRED SEPARATION -A
51 OF WAY __� f� �� 1 00
so AERATION CHAMBER(AG) W/ RAILINO T -
LU 00 7L.WORKING CAPACITY: 1,50-1 GAL
IVR16+4T OF WAY L MIN •
C, C)?_�k -
OP/GNTRL (BY' OWNER FLOW RANGE: 50-550 GPD
OP5 NTRL CENTER (GP) N ALARM BEACON 4 PROP05FD CN. 0
-;F 6 LIQUID SURFACE AREA: 40 50.FT. n
DRIVE MAINTAIN REQUIRED SEPARATION DISTANCES
AUDIBLE HORN ALARM (LOG'D REMOTELY,AS SHOWN) PROP LOT b.1)
GRAVEL 510E YE?
s PROVIDE: . . . . . . . SEE DETAIL FOR INFORMATION,DWG SP2
2" UIG ELEG GNI? FROM PHLO TO REMOTE GNTRL PNL
CN U)
2" UIG ELEG GNP FROM A.G. TO OP5 s SANITARY LEACHING GALLEY SIZING:
PER S.C.D.H.S.DIVISION OF EWIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND
2" UIG VENT C 1:0
,ND FROM P.T. TO HOUSE STACK REQUIRED TRAFFIC BARRIER: E 20 LOT 0 CON5TFXTION FOR 51EWAGE DI5PO5AL SYSTEM FOR SINGLE-FAMILY RESIDENCES
C7FI CONVENIENCE RECEPTACLE NEARBY GNTL PNL 17
FL PROVIDE CONTRACTOR TO INSTALL P05T AND RAIL '-30 d� DATED. DECEMBIER 2%2011
FENCE(OR EQUAL),APPROX.42 L.F,LOCATED
Ir- 0 3 TABLE 6 -LEACHING GALLEY DESIGN...
Z AS SHOWN JAQ PROPOSED LEACHING GOMPONENT5: -CONCRETE TANK NOTE: NON 5 SHALL NOT BE 5'MIN A6 10' MIN IVAO 1, \\ O 5-6 BEDROOM RESIDENCES REQUIRE 400 50.FT.OF SIPEKALL LEAGIHING AREA ENOM
USE: LOCATION PROPOSED >
INSTALLED WITHIN THREE(3)FEET OF DRIVEWAY 0 C04TRACTOR TO RPGHASE 35b GALLEYS AND GUT HE16+1T TO SUIT-
N`1 5ANITARY 5Y5TEM... C"(, 0
2 - V-b" x 4'-q" x 3.06' HIGH(2.52' EFF DO LU OR PARKING AREA UNLE55 A PERMANENT R 4 G,F -Y
51
15 INSTALLED(5UGH AS GURE35). . .. 14-, RECEPTACLE 7� NEW PIPING SHALL BE INSTALLED AND
Yj f _1Q) PROP05ED UNDER 6ROUND
DISTRIBUTION GALLEYS FENCE OR OTHER PERMANENT TRAFFIC BARRIER GNTRI_PNL,BLOKE I cow L.P. SUPPLY PIPING TO DWELLING: PROVIDE W 3.06' HIGH GALLEY5,W AN EFF. DEPTH HT OF = 252'
N MOUNT ON V FRAME CONNECTED TO EXIST.U/6 PROPANE TANK 6-3.061h GALLEYS K/252'EFFEGTIVE DEPTH UNITS ARE REQUIRED
4 - 649" x 4'4' x 3.06' HIGH(2.52' EFF OF) PM SEE PARTIAL PLAN < I - -- so GALLEYS PROVIDE 2155 50.FT.OF SHLA/VERTICAL FOOT
LEACHING GALLEYS :-:5 FOR ADONL INFO,THIS ONO PER NFPA 5b,LP-6A5 GODE 10
so
'<3 UNIT PROVIDES: b0b 50.FT. OF51DEKALL LEACHING AREA (5RA)
s LOCATION FOP, 50% EXPAN51ON 5HOHN 'VE3 2! HOLE 0.FLAB) , 1
f 5' \
s MAINTAIN 5EPARATION DISTANCES 2: EDDEGK SHLA PROVIDW: 400h&SO.Fr. = 66.18 SG.Fr.%4LA x 6 GALLEYS (S)
* MAINTAIN 5% GRADE OVR 20' AROUND 5AN 5Y5. (r3 ENTRY 6.01 145X(b.O, f&b 50.FT. /1 0 31
s 5EE DETAILS ON PHO 5175 N W RAIL TO CODE 0
STOOP
INSTALL ADDITIONAL COMPONENTS: LOT u_ - ...— . . -. , 11 " Y, 1 76 SANITARY LEACHING POOL DESIGN:
o
- ... . .1 - \k OVER PRCHFI7 1 1. PROP05ED DECs 3 - POLYLOK 'RHINO' BOXE5,5EE DTL ON 5P3 Y. USE.
• YI Iq3'X6.O', illb 50.FT. let (2)6-6'x 4'-,q"x 3D6'HIGH(2.52'EFF VIP)015TRI13UTION LEACHING GALLEYS AND
so USE (1) FOR 'E?P' - DISTRIBUTION POOLO yQr �10 (4)V-6'x 4'-q"x 5.06'HIC-A4(252'EFF PP)LEACHING GALLEYS
JEFFREY T. BUTLER, P.E.
•so USE ENDGAP LEVELING, DEVICES (TYP. ON OUTLET OFFSET 0 150.0' iew ''I
'A H/ RAIL TO CODE '50
PIPES) (LOT b.1 PRIVATE WELL) � \ UPON EXPAN51ON:
0 10, MI r-1 Z: (2)V-b'x 4'-q"x 3.06'HIGH(252'EFF DP)LEACHING,GALLEY
USE (2) FOR `V5' - VALVE BOXES ADD(2)GALLEYS TO EACH LATERAL AS SHOWN
so
r U)
ri
*so HOUSING FOR SHUT OFF VALVES 71�
. . F—_ ---j. : I 51DEKALL LEACHING AREA(5HLA): 0
M< 7-1 1.5 M CD
PROPOSED 17-
<
NOTE: .0 5.H.L.A.UPON INITIAL INSTALLATION:
I. THE PRIOR LAYOUT 101 2 5T( ER DWELL `_ SD ` (6)GALLEYS 0 6636 W.FT.SXLA 400M Z
REQUIRED ALL EXPAN51ON 6ALLEY5 TO BE INSTALLED It H/ BA5EMENT
5' SAL.A.PROVIDED WHEN EXPM51ON STRUCTURES HAVE BEEN INSTALLED.
UPON INITIAL INSTALLATION DUE TO THEIR PROPOSED MIN PROPOSED DECK OVR M
LOCATION UNDER THE GRAVEL DRIVEWAY. FFLEL. = 14.6 MIN 0 (4) GALLEYS 0 bbhD 50.Fr. 5A.L.A. = 661h
5GREENED PORCH )�T FEN BARRIER Z C)l
5 BEDROOM H+1147 OP
165A33% i2KI 50.FT. ADDITIONAL COMPONENTS:
F_ 5-POLYLOK RHINO BOXE5,5EE DETAIL ON VW6 5P3
2. THE UPDATED LAYOUT I Z
H/RAIL TO CODE >
POE5 NOT NEGE-561TATE EARLY INSTALLATION OF 10 USE(1)FOR 015TRI13UTION MANHOLE(OM)
EXPAN51ON 5TRUCTURE5,A5 THEY ARE NO LONGER USE(2)FOR VALVE BOX NB,HOL61W FOR SHUT OFF VALVES)U_ 25.51 PROPOSED <
LOCATED UNDER THE GRAVEL DRIVEWAY. PRIVATE
N/F L 6 100' N (I AGT) L.O.PECK ABv HELL SEE DRAWING SP3 FOR SANITARY R15ER VIA.AND STRUCTURE COMPONENT DETAILS < t
NOTE TO CONTRACTOR: HILLIAM P. HLIKILL 5.o, - , I : - I — <
IN ADDITION TO REQUIRED SEPARATION 015TANGE5 � '. - . 1 — Q_I L LU N)
5GTM No. <
THESE PLANS ARE ALSO DESIGNED TO COMPLY WITH Z
L15TEI? HEREIN... 1000-051-14-005.1 tj_ LU LU
NON-CONCRETE TANKS SHALL NOT BE INSTALLED WITHIN UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE STATE OF NEW
PRIVATE WELL F_ +1-H++H+H+f+fj P-4 D
YORK TITLE 10 DEPARTMENT OF HEATH.CHAPTER 11.PART-5.STANDARDS FOR
THREE (3) FEET OF DRIVEWAY OR PARKING AREA 10-1
0 MIN (!5CpH5),(101.6' AGT) 00 INDIVIDUAL ON51TE WATER SUPPLY AND INDIVIDUAL ON51TE WASTEWATER TREATMENT
UNLE55 A PERMANENT FENCE OR OTHER PERMANENT 10' MIN I I I 1 100, SYSTEMS.APPENPIX'75-A Z Uj
TRAFFIC BARRIER 15 INSTALLED (SUCH A5 CURBS). EXP EXP X 5L.P.H.S. STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 5EHAGE Z
DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES-DATED 12-2q-2011. V M
CONTRACTOR TO INSTALL POST AND RAIL FENCE (OR +4+H4-H -1
EQUAL),APPROX. 42 L.F,LOCATED A5 SHOWN EX. GONC, EX. PLAY SILT FEN IER I �,A PROP05ED HATER LINE TO 13E REMOVED 3
BILK GAR HOUSE T- ER05ION CONTROL METHOD EXISTIN&ABOVE GRADE SCDHS RECORD ID: R-21-1661
Lq_ INSTALL SILT FENCE BARRIER AS SHOWN, ELECTRICAL AND HATER LINES
A LL_
ALL 5ANITARY 5TRXTURE-5 BELOW DRIVEWAY SHALL MAINTAIN UNTIL PROJECT COMPLETION ATTACHED TO BULKHEAD FROM
BE PROVIDED WITH HEAVY DUTY LOCKING CA5T IRON 0NEIGHBORING PROPERTY L/1 N
��I � "+�++I+++ +� �
GOVER5 TO CRAVE - — "=� C)
EXP t-E \ � \\ a Z L�
XP
0_j ED
FOR ADDITIONAL INFO. ;Z:
<
SEE ARCHITECTURAL ORAHING,5 FOR ELEV
PROPOSED PRIVATE RESIDENCE 12.6 in 0
BY JEFFREY T.BUTLER,PG.,PL.
FNP PIPE
.SIDE '(D 5ETI3K=IO1_Ov
51TE PLAN BASED ON ORIGINAL SURVEYS BY: FNE?
STKD FEN
STANLEY J. 15AK5EN,JR. GONG. MON. OOi & rn� i PA(5E :
MAR 21
P.O.BOX 2q4
NEW SUFFOLK,NY IIq5b
PHONE: (631)134-505 N35021 10011W IH4
• PROP05FD 5CTM No. 1000-031-14-00&.1 N/F H_tit
SURVEYED: JUNE 1,2004 PROPOSED SANITARY SITE PLAN
PROP.SILT FEN BAR
50FIA ANTONIAD15 44-62' 'ELEV
4-00
• PROP05M 5GTM No. 1000-031-1 6.2
SURVEYED: JULY 10,200`7 1 5CTM No. 1000-051-14-01 11.5
7 7
. _.L� PRIVATE WELL N 3205 SPL
NOTE- 111777=7 5100" W FN0 GONG
LOT51000-031-14-00b.1 AND 1000-031-14-00&2 WERE CREATED 10 5 0 10 20 30 N 35021 100" W FNP -
BY THE TOWN OF 50VWLO Z13A No.I4q5-FEBUARY 11,Iq12 GRAPHIC SCALE I" = 10'--0" 93.871 MON. PIPE �V�_ 3 8.03 r 500 APPROVAL AREA:
ly
(2)2x8 x(LENGTH TO 5UIT)AGO AK-080917-1
HORIZONTAL CRO55 MEMBERS(TYP) NOTE: ENCLOSURE HINGE TO THE RIGHT SCDHS RECORD ID: R-21-1661
PROVIDE 20 AMP BREAKER IN
USE(4)Yz'N GALV LAG BOLT O O o o MAIN ELECTRICAL PANEL IN PUMP/GOMPRE55ER POWER GIRGUIT U
IN GALV.WASHER® HEAD EXISTING BUILDING 000, _ o N
(TYP®EA.POST) g ppi�pp G G I I GBI ° N
I/AOWTS • n anon • asna q�,p
• ELECTRICAL _ PROVIDE 20 AMP MI
GNTL PNL C�
I AK-080917-1 BREAKER IN LI LI BLK � � BLK BLK 5PI J ~ - o
SPRAY , PUMP RATINGS:
® ® � Z � MAIN ELECTRICAL 1`� i PUMP ' 3/4HP® 115V w s
12'wx14fi •
� 14x 12 PANEL IN EXISTING 1 f
• ® ® ® ® ® INSIDE LID VIEW BUILDING N N WHT WHT N ---"-"--y;MOTOR; 150 FLA. ¢
O FI � ® NQ � o
O
ON ON ON ON ON
� � � GB2 M2 GSR 6 LOOPS I I G ;
o
OOOOO - z
I J -r
THE CONTROL PANEL BOX zo zo zo o :o ® Q 0 ® � o o __ ____
4x4x8'L6 AGO TIMBER P05T MUST BE PLACED OUTSIDE . I BLK 'J� BLK BLK RPI t, z
ON A SUITABLE PEDESTAL OFF OFF OFF OFF OFF 1 1 i REGIRG\I PUMP RATINGS. Z ul
MINIMUM COVER 3b BELOW o, • ° • - 1 :
a I I _ _ [� N 3 WHT WHT -- MOTOR f 5.0 LA 5V
GRADE INGA5ED IN POURED WITHIN VIEW OF THE Q ------- _
CONCRETE IN 12'DIAMETER SYSTEM THAT IT SERVES. ��� �� �� ��� ��
50NOTUBE.(TYPIGAU GO CENTER - V�I�I�9N� o nA
BE MOUNTED 13 ® ® ® ® ® = GB3 M3FIN I( G Q
ABOVE BFE,WHICHEVER 15
I O BK ----?---�-I\ PUMPRATINGS:; �
HGER M� \3/4HP® 15V
O O O HHT
MOTOR 15.0 FLA. _
`a o
lL
;r SPt N RP1 N P1 N C1 N 1 2 3 4 5 6 0
""LABELS ON OUTSIDE OF LID I I N N o F_�El " " F-1 7,
r- GB4
W:L W2 M3Y o `o a a O O O
GRADE z n a z0 no
n jl gmuq I II �1A11d.J�l �1A11 m w w m 4 0 0 0 0 Y �` ` O N fV O N
_ 1 1
C3 3 m 3 3 3 a m o o GI ---____-� COMP.RATINGS:
_ �- "I �
® ® � � ® �___-_____� �_____-___� �_ _-_____� a � a O g z z G f COMP 1
/\ O O O o o a a a a w w 1 f 5.4 FLAI5V
b
/�\/�\/ a I �O/� a a w WHT --------�MOTOR i
_ N
V w x [rI
\/ 4 4 4410, N A s a ' c NOTE: ALL MOTORS MUST HAVElo
SM� 0 0 0 0 0 0 INTERNAL OVERLOAD PROTECTION.
(®o�E KWBER(Rmipc �� (� � CONNECTION DIAGRAM }
\ I I a ° \ I o ° / L Od ® ® ® ® ® ® ® ® ® "� • i PUMP) iF[�WF) KWP) �i REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Ibs.
I BLU RED/WH MI HT
I> ou� I I 2 LRI-01
PROPOSED 'H' FRAME DETAIL I BLU 1 2 LRI-02 PINK/WH
(5TRUGTURE FOR I/ OWT5 CONTROL PANEL MOUNTING)a I CONTROL PANEL DETAIL M2 WHT
5GALE: NONE
L�J SCALE: NONE PINK/WH
® A REGIRG RUNNING
BLU I 2 LRI-03 YEL/WH WHT
O Q o 0
I'-8" YEL/WH G
MIXER RUNNING
r-�--- - -_4 a BLU LI N WHT
I TOP VIEW � I °� �, LRI-04 LRI
is a a a 1 i BLU RED •
12.0' a °� A - 16 PLC INPUT m
_ NEW 20 AMP, I POLE BREAKER eR°�N e<�,F RFo I d a a i �t -� BLU AS-I PINK a
984 AL. DEDICATED TO HYDRO-AGTION = I, a I •
520 GAL. CONTROL PANEL I a a a a a a I BLU RED RUN AUD. rT,
�TU TANK NITROGEN
m a �I'-q" 5 --�.�.,T ALARM
'H ° "�' FROM UTILITY
I
f PRE TREATMENT TANK i REDUC N TANK 120 VOLT, 10 SERVICE TO --a _
HYDRO-ACTION CONTROL PANEL PROVIDER e -�Q`-__---_--_ - ---I ' ORO BRN m
(2#6,#6 IN 1'PVC,PIM �� HWA TE
_\ INCOMING ° ° 4' TYP
Ln SERVICE BLU 1 TE5T
1 ...........ii'�ii�
(DETERMINED I 8,�„ 1 C�i ALARM W <
iii' IL�,Ililii 11 ll11111 Uj/j \ Z
BY OTHERS) „111���I���I��11„ � Q I
HYDRO-ACTION HYDRO-ACTION UTILITY , I;II,, �;;a � , LIGHT O
/j ORG ������'' FOR LAWN AREA5:
AERATOR I/A OWT5 MAIN BUILDING 5ERVIGE N , RED O
PROVIDE PREGA5T REINFORCED CONCRETE COVERS. BLK WHT
ELECTRICAL CIRCUIT BREAKER METER M
CONTROL PANEL PANEL FOR TRAFFIC AREA5: PROVIDE HD.,WATERTIGHT,IN5EGT z as PQ < A
-- - -/ 12"vi x 14"h PROOF AD.t15TABLE AND LOCKING G.I.FRAME AND COVER FINAL GRD LLl
O ENABLE � Il Q/
PLC,GNTRL PNL W/HP80 COMPRESSOR Fj
AND BLOWER TO BE INSTALLED REMOTELY `_= �� _ � _ BLU 1 __{�,I/J,ram-- 2 Y I1 PLC INPUT � NO
(SEE 517E PLAN FOR PROP.LOG) POWER LINE AND MISC.CONNECTIONS TO BE ELECTRICAL NOTES: EXISTING GROUND ROD ------------
-- MODIFIED AS REQUIRED TO ACCOMMODATE I. BURIED ELECTRICAL POWER GONDUIT5 SHALL BE r Q 1`=
REMOTE LOCATION of oP5 CONTROL CENTER A MINIMUM OF 24 INGHE5 BELOW GRADE. 1 O OVERRIDE n
II A5 5HOWN ON 517E PLAN 2•ALL R EC.MGAL WORK TO BE PERFORMED IN ��-� _�w tL CONTRACTOR TO
II --- ACCORDANCE WITH NEC. - '� o PROVIDE 3 06 h BLU YE H
I CV \ 3 --{�_ r�-- 4 I2 PLG INIPUT ••
2'PVC,VENT LINE - - I � � = N►r? `�j GALLEYS
(TIE INTO BLDG 1 I I I - -I Q � � � - � � � Z m (W/252' EFF. DP,) BLU � % C5R �
VENT STACXJ - 11 N ELECTRICAL ONE-LINE DIAGRAM J wH INK W
-- --- 1 w iNE D --- - - - - SCALE: NONE CONTRACTOR TO MODIFY HEIGHT OF 6ALLEY
I4 PLC INPUT ti
INSTALLATION =_ 71T a 11 6'MIN PENETRATION INTO TAN
REQUIREMENTS: II II II III II II II RATABLE 501E REQ'D > TOR TO
PURCHASE 35Y1 GALLEYS TIME DOSE I7 PLC INPUT Nc311dEER:
L THE VA OWT5 TANK SHALL I i I II � � ill II - STOPPER OR SUITABLE 9 Q KNOCKOUT FOR � � � � 3.0611 (W/252 EFF. DPI BLU , � ����
S AND MODIFY/GUT THEM TO O F
u 1 II - II HYDRO ACTION AN500 END PLUG CovER DATA FOR: EQUALIZATION PIPE Z ��C DEMAND , EY T
BE IN5TALL®AT LEVEL IN I GJ FFi
ALL DIREGTION5(WITH A I I A.C. III II TO GRADE 3'-03/4° (3.06') HIGH STRUCTURES W/ SIDE VIEW LOGY ON 4 SIDES r�F �, 0 N
MAXIMUM TOLERANCE IN P.T. I� ,�IERA'I(T®IY Ii II BUOYANCY CALL: 2'-a4N (252') EFFECTIVE DEPTH OF 5TRUGT. m \ TAN H �f`
ANY DIRECTION OF+/ONE II II ►n cD U3 5PRAY I8 PLO INPUTv,;, :,
GUARTBt INGW ON A "� FIRETREA' I II I II N BUOYANT FORGE IS RESULT OF AIR VOLUME WITHIN CONTAINERS (PROP05ED 5 BEDROOM 5Y5 - 6 6ALLEY5): GROUND WATER c m fT A
I in FULLY IMMERSED IN WATER ''..�
III II bb.78 5.F. OF 51DENALL LEAGHING AREA EA. m t�l a
of ICY THICK
T I l IN5TALL POLYLOK A. INTERNAL VOLUME
t EE I" OR EFFLUENT FILTER, BUOYANT
PREP-TANK BUOYANT FORGE = 5611 LBS x b LEACHING GALLEYS SANITARY DRAINAGE STRUCTURE - ELECTRICAL SCHEMATIC DIAGRAM
PEA 6RAVE. i i I I P/N PL-122 I I I AN500 TREATMENT TANK BUOYANT FORGE = 1Ob21 LOS 'r 7)G \�O 493
400b8 S.F. S W LEACHING AREA PROVIDED HEAVY DUTY LEACHING GALLEY W I B 1 W 1 .��
TOTAL BUOYANT FORCE= 16,232 L% v SEWER PIPE NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. r_
-- EXTERIOR 300 ELBOW (400 S.F.51DEWALL LEAGHIN&AREA REQUIRED) NOT TO 56ALE MAIN PANEL 015GONNECT MUST BE PROVIDED BY INSTALLER
u u ANTI-BUOYANT FORGE: 1 AbOoC
HELICAL PILE ANTI BUOYANT FORGE = Ib,000 LB5 GL ANOUT THI5 DE516N U5E5: FIELD WIRING MUST BE A MINIMUM IF ONTO NIPPER WIRE.
4.0' 55' � � DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. JEFFREY T. EIUTLER,P.E.
PROVIDE(2)PILE5 x 2 N.T.s. 1. GO IGATIONS: 2$25 (252) EFF. DP/ INTERNAL WALL HEIGHT
TOTAL ANTI-BUOYANT FORGE = 32p00 L05 I. CONCRETE 4p00 P51 ® 28 DAYS REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS 15 Ib in-Ibs.
HYDRO-ACTION WASTE WATER TREATMENT PLANT 2. REBAR TO BE A5TM A-615 GRADE bO PURCHASE Q
ANTI BUOYANT FORGE EXCEEDS BUOYANT FORCE BY A LcH SAFETY 3. WELDED WIRE FABRIC A5TM A-05
MODEL No. AN500 (GRAVITY SYSTEM) FACTOR FLOW c� 4. 5GDH5 APPROVED FOR AA5HTO H5-20 LOADING SANITARY LEACHING GALLEYS:
SCALE: NONE INTERNAL ° TO 5AN. 5Y5. 5 TOP SLAB AND WALL ARE MONOLITHIC 20 5TIRIZ ROAD BNG ISLAND AST
OROOKHAVEN,NY WIN of NSW YOt;Y.C 11' 800-212-44(90 811 BLDG PIPING b0 WYE 6. 5GDH5 APPROVED FOR STACKING 631-28b-0240 pa
� Not
& LONG IS�ANn www.dignetnycli.com orwww.III;81tcomO(for other states) <
ADDITIONAL CLEAN OUT SHALL BE PROVIDED IN U_ Q/ �-
INTERIOR OF BLDG,NO HOUSE TRAP SHALL BE By law,excavators and contractors working in the five For safety reasons,homeowners are strongly Q
PROVIDED PER IRG 2015,P3201.4 boroughs of New York City and Nassau and Suffolk encouraged to call as well when planlning any type �{
Counties on Long Island must contact DigNet, of digging on their property.Homeowners can �I Z Q
NOTES: 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling mil, C4 mm
I.FOR CLFANOUT(5)LOCATED IN TRAFFIC,AREAS,
10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For
IF A RI5ER COVER WEIGHS LE55 THAN 60 L55 A PROP05ED GRAVEL DRIVEWAY PARKING AND prior to beginning any mechanized digging or excavation excavation work completed on personal property, I- 0
PROVIDE W/TRAFFIC BEARING FRAME AND COVER 0 Z
SECONDARY SAFETY LID OF DEVICE SHALL BE PROVIDED. work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the
PROP05ED 2.FOR U5E WITH BUILDING EXTEN510N5/GONNECTION5. MANEUVERING AREA (A5 5HOVM and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility (K 0
2 51Y FR. MAINTAIN 5%GRADE: • ALL STRUCTURES BELOW THIS AREA SHALL BE H2O through]TIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. < I Q
DWELLING PROVIDE COVERS: PROPOSED P05T AND RAIL FENCE TO BE INSTALLED LOADED WITH G.I.COVERS TO GRADE(AS SHOWN) 1-800-524-7603 for more information.
A MAXIMUM SSG SHALL BE MAINTAINED FOR A MINIMUM OF 20 HORIZONTALLY �1 �
(I,.0 EASEMENT) NO REWIRED TO BE SET AT FINISHED GRADE U5E: A5 SHOWN. FENCE ACTS AS VEHICULAR PROTECTION FROM THE NEAREST EDGE OF THE LEACHING POOLS BEFORE TAPERING OFF 1LI ~ m Q
PROPOSED GRADE THERMOPLASTIC COVERS-L.OGKING,WATERTIGHT,INSEGT-PROOF,FLAT, FOR ALL NON-GONGRETE COMPONENTS. TO PREVENT SEEPAGE OF THE LEAGHATE THROUGH THE TOE OR EDGE OF
SKID PROOF,BE APPROVED FOR SEWAGE USE E HAVE UV PROTECTION " ,
® INLET PIPE = EL. 13b' THE SLOPE(1=QUOTES TO MAXIMUM DROP OF 12 OVER 20 HORIZONTAU -� ,� � V < O
PROVIDE: Ib'MINIMUM COVER PROP05ED Z I
OVER INLET PIPE PROP05ED GRADE OVER ETU 6 113.46'MIN 150LATION VALVE® EACH fu LU
F.FL13-0 114.6' LEACHING LATERAL(TYP OF 2) T.O.G.VARIES T.O.G.VARIES T.O.G.VARIES l--I Q O N
�R 0 G TANG.® TD:G.® G.I.GVR 0 EL. 1324' E G.I.GVR 0 EL. 13.16' 1 G.I.GVR® EL. 12.cr' d U5 Q
O
-�^ E.t1336' R.11334' EL.13.3'(DRIVEWAY) EL. 13.13'(DRIVF-WAY) EL. 13.06'(DRIVEWAY) (W/ - N
/ .%�//\\�i�</j --�-- ,/\\/ /\/\j��/\\�:.,i %\\%\\%\;:�\\% •;�j\yj/\Y'/ ,%,;, v•?.i;, `%� :i'/`;�i�/ i`%`:-�/ice„ l--a.:-a! l t- -{ - - Aw.YI•t/ r/� �+.- Z # \/ M
\i\! \ '//\/\ \ \\/` '\ RHINO /\\�\\\\.//• /./�/ /\\% RHINO /�/'i/\'\/ 1' �!'}d �-t3f�-AFL.. P�r�_. a K ////:%j'%i V N 11 J
NATIVE \/\, / \, /\ .,\ \ /.-, . \, NATIVE\/ ,\/\� \\\, \ \. . ,.. \:' . \`' \ \\ \\:: USE BOX COMPONENTS: - t
/�/ ///i///// /, /,//,, %./% / //,/ \/\, ... .: _ 2 MIN /\,:�/\,, ,/\, ,/\, /\,,. ^
/\ /\/ \• w \/\/\ /i/i/i ' .... TO.SLAB. FI Il.�i i. / /i /// / /✓ i . O O
/// // /i., /,/ / /\/ / / /
FILLFILL / / / , � : DLG Imo • \ \ \ \ i\ DOMED COVER P/N 3008 RG F�+•I I
/i//i //i//�//�• 20 VENT PIPE /j'/ /-// ,, , /, / ,i/ ///-. //. ///////i /, / /
'D \i/\ \�;\\'\\\\�: \\ \\ \�`. \\:\. ��. /\\/�\. B.O.5LAB...EL. 1143 a L(- O
2 TALL R15ER P/N 3OOb-GR �O
_ . . .. -- -- _ 3 TALL R15ER P/N 3OOb-RP
N O
I
IE.=11.78' /i IE=11 S6' IE.-11.4b' �rj jai ij;j ,.... q DIST.LEACHING GALLEY ` _�� LFAGF{ING GALLEY 5C)12 35 1FAGFIIN6 GALLEY C� ,�� ( NFILLE I b'TALL RISER P/N 30C)8 � � �
P.T. `
IE.�II.1' w _ 12'TALL R15ER P/N 500&-RI2 0 N L
• P IFAThffM > / \ y/\�\i\,; IE.=11.4' 80.POOL IE.=1123 , O w Q (I OF 2] �i \
4 VIA.5OR 35 PVG PIPE AG �\ \ 0 EL 10AV VALVE I. 0 OF 4) (2 OF 4) ti -
PITGHED MIN. A;/LIN FT TAM f�F.RATI0Y3 < /�\�, 4" �5DR 35 I. . , .3.Or. � �.� LOGb BENEATH DRVWAY q-� ._. LOGb BENEATH DRVWAY � ., Loch BENEATH DRVWAY � �.-. .-1.��� { 4 ROTOFLOW EQUALIZER, P/N 3050-4
A" a _ CHANfUR 4"0 5DR 35 PVC,PIPE, IE.=10.16 .u1 / /-
10.5 ®A4 /LF = 2b3 - , DISTRIBUTION PVC PIPE,
TI GBH - BOX 1. .Ste., N W/GVR®sRADE �1 ru GVR o FRADE W/GVR A GRADE N .m: ':{�i r I Obia v \a O Z
022'MIN SLOPE MIN PITCH Aa /LF " W/R15ER5 A5 REQb 1 COLLAR(TYP). ; ... i . . O 3 0'.: ��sill 5 CQ
{ IDE GUT OUT TO ACCEPT
„ = 4' = BOX A8 /LF,1225 0 �y,-, 1: $O.bALLEY I®g.:8.91 (TYPIGAU ' ►- _ POLYIAK SEAL PM.No.3001
5.08 ®Ae /LF Ob _ a = I,I I r IGAL OF 2) z - r o a o c�a c c�a V
0.06,DROP MIN W/R15ER5 AS REQUIRED Aa /LF = 1.53 F. . ..NOTE TO CONTRACTOR:252b GALLEY�GJT TO SUIT - 'GLEAN SAND '.I _ -i� ij TYP. 10 P05515LE PLG5. a � O
BA.TANK 0.13 DROP MIN I' :(SEE COMPONENT DTL,THIS DWG). rn Ip <:GOLL'AR(TYP) { iv v !\
- Y �
,
-
I ...: " ' .... :..:: .. . .... ... z GROUN"TER PER TESTHOLE 0 EL.2.9'(NAVD88) 1
'.HIGHEST EXPECTED GROUNDWATER 0 E-.50 0 FRM61PE VIEW
II�[51'�RO.AG' CN AtNT500
1225
° e VAR 2 1 r
AII�Vt�FT�I® �B�A 'H' �JNIl� I:... : : '.,, k13Da aCs3PAGE :
SEE`PROPOSED BUOYANCY ANCHORING'NOTE I I Blot Inl&-mlaw-20 RHINO BOX DETAIL
(SITE PLAW AND SEE 'HYDRO-AGTIONAN500 L-----___----_- �_- ---_ __:------- _ _--- .------- --__�
POLYLOK 24"DISTRIBUTION BOX I
-4
BUOYANCY GALG.'(TH15 DWG)FOR PROPOSED PART No.3017-24,MATERIAL-HOPE
PROPOSED SANITARY RISER DIAGRAM HaIGAL PILES TO COUNTER Bl10YANGY USE FOR DISTRIBUTION POOL(DP),AND 0 VALVE HOUSING NEI)
INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYS. SP3
GRAVITY SYSTEM
5GALE: NONE
0