HomeMy WebLinkAbout1000-31.-14-8.2 4
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OFFICE LOCATION: '` ® ��� MAILING ADDRESS:
Town Hall Annex ° P.O.Box 1179
54375 State Route 25 Southold,NY 11971
(cor.Main Rd. &Youngs Ave.) ees
Telephone: 631 765-1938
Southold, NY 11971 '�',4► ab`'`+•.
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: August 8, 2024
Re: LWRP Coastal Consistency Review for BRENDAN & SARA OSEAN
SCTM# 1000-31-14-8.2
Karen Hoeg, Esq. on behalf of BRENDAN & SARA OSEAN requests a Wetland Permit to
remove existing foundation and structures on the property; construct a two-story, single-
family dwelling with basement, covered front entry, side entry stoop, seaward side covered
porch with deck over, seaward screened porch with deck over, and a/c units; install a new
I/A sanitary system; install a private well; install gutters to leaders to drywells to contain roof
runoff; install a gravel driveway; and to establish and perpetually maintain a 10' wide non-
turf buffer along the landward edge of the bulkhead. Located: 12632 Route 25, East
Marion. SCTM# 1000-31-14-8.2
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of
the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP)
Policy Standards. Based upon the information provided on the LWRP Consistency
Assessment Form submitted to this department, as well as the records available to me, it is
my recommendation that the action is CONSISTENT with the LWRP.
1. In a 2010 ZBA decision, a condition was to construct a 15' wide vegetated buffer
with native, drought-tolerant plants on the parcel. This action proposes a 10' non-turf
buffer. I recommended that the Board require the 15' vegetated buffer to further
policy 6.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in
preparing its written determination regarding the consistency of the proposed action.
Cc: Honorable Lori Hulse, Attorney
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RECEIVED.
Town of Southold
AUG 0-6 2024
LWRP CONSISTENCY ASSESSMENT FORM Southold Town
A. INSTRUCT-IONS Planning Board
1. All applicants for perniits* 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 :sienificant
beneficial and adverse effects upon.the coastal area(which includes all.of Southold Town).. . .
3. If any question in Section C on this form is answered "yes or "no", then the proposed action will
affect the achievement of the. LWRP.policy standards and,conditions contained in the consistency .
review law. Thus, each answer must-be explained in detail,.listing both-supporting and non-
supporting facts. If an action cannot be certified as consistent with the.LWRP policy standards and
conditions,it shall not be.undertaken. .
A copy of the LWRP is available'in the following places:_online at the Town of Southold"s
website (so utholdtown.northfork.nei); the Board of Trustees Office,the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION Of SPITE AND PROPOSED ACTION
SCTM#31 �1 ._8.2
PROJECT.NAME Redevelopment of 12632 Main Road, East Marion., NY 11939
The Application has been submitted,to(check appropriatexesponse)a
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:
Nature.and extent of action
Construction of new two-story, single-family dwelling and installation'.of new I%A
system and private well. 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 0 If yes,which state or federal agency?NYSDEC letter of
non jurisdiction 6/27/08 and 10/8/21
-SCHD Board of Review 2/28/2024
C. Evaluate the project to the following policies,by analyzing bow the project will further support or
not support the policies. Provide all proposed Best Management:Practices that will further each policy.
Incomplete answers will require that the form be returned,for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in'the Town of Southold that enhances community character,
-preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and
minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation
criteria.
Z✓ Yes El lalo F-] 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 40 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 IIh—Policies Pages 3 through 6 for evaluation criteria
E Yes E:] No W1.Noi-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 8 through 16 for evaluation criteria
❑ Yes ❑ No ❑ Not Applicable
Property is not in a flood zone.
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
❑ Yes ❑ No ❑Not Applicable
Planned installation of I/A.system an,d private well. SCHD BOR decision obtained 2/28/2024.
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.
❑ 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.
a Yes ❑No❑✓ Not Applicable
Attach additional sheets if necessary
t
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 ❑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❑Not Applicable
Attach additional sheets if necessary
WORKING.COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent 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—Policies9 Pages 57 through 62 for evaluation criteria.
❑Yes. ❑ No Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Tow_ n of Southofld. See LWRP Section III Policies; Pages
62 through 65 for evaluation criteria.
❑Yes ❑ No 0 Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and .development of energy and mineral resources. See LWRP
Section III—Policies; Pages 65 through 68 for evaluation criteria.
❑Yes ❑ No❑✓ Not Applicable
PREPARED BY Jacqueline Morley, Esq. TITLE Attorn.ey DATE 3/ /24
Twomey Latham Shea et.al.
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Premises known as: Note: ALL SUBSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION
# 12632 Main Road, East Marion, NY 11939 axawNer JM aamff( JM WATER SUPPLY, SANITARY SYSTEMS, TO THIS SECTION SURVEY
OF IS
VNEWTI ORKON O STATE
DRAINAGE, DRYWELLS AND UTILITIES, EDUCATION LAW.
MARCH 2O21 SHOWN ARE FROM FIELD OBSERVATIONS
C Fff IXTE. AND OR DATA OBTAINED FROM OTHERS. COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
DkdM11lC 1p: 21\MAIN 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.
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Prepared for:
Brendan Osean
Sara Osean
of NE Map of Property
70
- 0 situate at
East Marion
Town of Southold
* LAND SURVEYING ' ` Suffolk Count New York
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SUBDIVISIONS 'OLANDs� Tax Map #1000-31 -14-8.2
TITLE & MORTGAGE SURVEYS TOPOGRAPHIC SURVEYS Scale 1 "— 30' July 14, 2023
SITE PLANS
GRAPHIC SCALE
John Minto, L.S. Jacqueline Marie Minto, L.S.
LICENSED PROFESSIONAL LAND SURVEYOR LICENSED PROFESSIONAL LAND SURVEYOR 30 0 15 30 60 120
NEW YORK STATE LIC. NO. 49866 NEW YORK STATE LIC. NO. 51085
Phone: (631) 724-4832
93 Smithtown Boulevard, Smithtown, N.Y. 11787 ( IN FEET )
1 inch = 30 ft.
40
N/F _ NOTE: EXI5TIN6 GE56 01_AND DWELLING GOMPAGTION NOTES:
DONAL GLAYTON o EA5TIN6 15TY LOCATION BASED ON SURVEY BY 5UB GRADE EN6INEER FOR DETERMINN6 THE METHOD OF TREATMENT REQUIRED,IF ANY. POOLS,BASEMENTS,ETC.5HALL GOHIPLY WITH THI5 5EGTION AL50.
SGTM NO. " RESIDENCE W/LOFT r� Q GENERAL 2.MAINTAINING,DRY SITE CONDITIONS: b. BAGKFILLIN5 TRENCHES:
EX BUILDING IEEE-031-14-15 3 c PE K EX � STANLEY J. ISAKSEN JR,DATED IO 20 2001 I. IN ORDER FOR THE PAVEMENT TO BE DLIRABLE,THE SUB GRADE MUST BE PROPERLY DURIN6 PREPARATION OF THE 5UB GRADE AND UNTIL THE PAVIN5 15 IN PLACE,THE BAGKFILL FOR UTILITY TRENCHES SHALL BE W3L-GRADED,GLEAM FRESHWATER
I 2r,2' PUIBLIG WATER 4._ 1 STONE PREPARED. THE CONTRACTOR SHALL PREPARE THE 5UB GRADE IN AGGORDANGE CONTRACTOR 5HALL PROMPTLY TAKE REA50NABIE MEASURES TO OBTAIN AND TO SAND,FREE OF 51LT AND CLAY PARTICLES.BACKFIWNG SHALL OCCUR IMMEDIATELY
EX.WELL EX 3o.4' o WALK EX. DOGK WITH THESE 5PEGIFIGATION5,U51N6 THE NEGE55AIZY MEAN5 AND MATERIALS TO MAINTAIN A DRY 517E G4NDITION.SUCH MEASURES 5HALL INCLUDE PUMPING,OF AFTER THE LINE OR CONDUIT 15 IN PLACE To PRECLUDE CAVING OF THE TRENCH
__-
xl2.b � 0 E 142.69 � PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE FOLLOWING 511UATIONS CAN BE FREE SURFACE WATER,MNOR HAND AND/OR MACHINE SHAPING TO FAGLITATE SIDES. PRIOR TO IFLSTALLATION OF l}�LINE OR GONGUIT,A 4 INCH GiJ5HI0N OF 5AN7
FORESEEN. THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE WATER REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. SHALL BE PROVIDED. or NSW YA CI`Y
�V (INACTIVE) P S 38 44 , = CONTRAGTOR OF THE RE5PON51BILITY TO NOTIFY THE ENGINEER OF 5PEGIAL 3.NATIVE SOIL GOMPACTTON 4. AREAS OUT5IDE THE PAVING SHALL BE FILLED AND COMPACTED AS N6GE55ARY WITH
TOB-4.7 r/1 EX ND [ JLKHD --_-
�,RIGF{T R�,�• IS'RIGHT 'fix 1 W ` PROBLEMS,AND Id THE END,TO PROVIDE A SOUND SUB GRADE. COHESIVE AND GOHE510NLE55NATIVT 501E SHALL BE COMPACTED TO 45SLi AND IOOSK SOIL GOMPLYIN6 WITH THIS 5EGTION.D(CEPT THE TOP 6 INCHES 5HALL BE NATIVE
0 1 2.U51%SOIL TE5T DATA OF THE OPTIRN DENSITY,RE5PEGTIVELY,PRIOR TO PLACEMENT OF FILL TOP501L SUITABLE FOR GRASS. AREAS REQUIRING CUT SHALL AL50 BE PROVIDED 800"2�2'��80 81I
OF WAY ,
OF 111 09-29-2023 �\ \ o m A.AT IT5 OPTION,THE EN6INEP MAY PROVIDE 501L TEST INFORMATION TO THE 4.FILL SELECTION AND COMPACTION: WITH b INGHE5 OF NATIVE TOF501L FOR 6RA55. FIN15H 6RADE FOR THESE AREAS
N38 44 00 W 1 127.0E 1 9 O 1 C7 CONTRACTOR. IF PROVIDED,THE DATA WILL INCLUDE CLA551FIGATION OF THE THE M05T C05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE U5ED: 5HALL BE I INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED To DRAIN AT A www.dignetnycli.com or _ 3-
---- ----------- N_ j 501L IN A66ORDANGE WITH THE UNIFIED SOIL GLA�IFIGATION SYSTEM(A5TM -5AND-GRAVEL MIX(I.5 TO 3%FINE5<0.02 MM AND GDR>17) MAXU�JM OF 4:1 UNLESS OTHERWI5E IWIGATFD ON THE SITE OR 6RADIN6 PLAN. www.call811.com(for other states)
-- ------------ \ 't11 - F
\ 233.09' EX HID STEPS a 02*1). THE 516NIFIGANGE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. -GRAVELY 501L 0 TO EELS FINES<0.02 MM AND GBR>K 10.COMPACTION TE5TIN6
NOTE: 1=XI5TIN& SWIMMING POOL 1 ?' �' 1 �p B.501L5 DE516HATI D A5 HIGHLY EXPAN51VE(CHI,MHO,AND OH)MAY REQUIRE -5ANDY SOILS(3 TO 6%FNE5<0.02 MM AND CDR>6), THE ENGINEER WILL ENGAGE AN INDEPENDENT TE5TIN5 LABORATORY TO PERFORM(1)A By law,excavators and contracture __` _ _ r- !� p >
ON UPDATED 1 \ hU RAILING t13( �\ Ci r LIME 5TABILIZAT10N AND/OR 5ELEGTIVE REPLACEMENT WITH SUITABLE 501L5, SUCH -51LTY GRAVELY 501L5(6 TO 10%FINS<0.02 MM AND GBR> STANDARD PROCTOR TEST(A5TM DI557)ON THE FILL MATERIAL OR NAT working in the flue boroughs of New
LOCATION BASED \ OWNER PROP ----
` 8), ( SOU York City and Nassau and Suffolk =
° 1 5PEGIAL TREATMENTS WILL BE DETAILED IN THE 517E BID 00al-ENT5 IF THE G05T
A5-BUILT SURVEY BY JM LAND -51LTY SANDY 5OIL5(6 TG 15%FINES<OA2 MM AND GBR>8, PROCTOR TEST(A5TM D1551)ON THE FILL MATERIAL(OR NATIVE 50IL IF NO FILL 15
LOT 8.1) Q Z - ) Counties on Long Island must contact -
`` 1 15 TO BE INCLUDED IN THE CONTRACTOR'S BASE BID.
_ \ to � W] ,� GLAYEY 6RAVEL 501L5(i)'VER 20%FINES<0.02 MM AND GBR>5), USED)AT LEAST 12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND(2) DigNet,1-800-272-4480 or 811,at least --
SURVEYING,DATED OT 14-2023 \ 1 o C� G.501L5 DESIGNATED A5 H16HLY ORGANIC,(OH,OLD,AND PT)MAY REQUIRE -GLAYEY 5ANDY 501L(OY_R 2056 FINES<0.02 MM AND GBR>5) A NJGLEAR DENSITY GAUGE(A5TM D2422 AND A5TM D3017)OR SAND CODE(A5TM 48 hours but no more than 10 working 'E s_-
EX15TING ` 1� n -" SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT days(excluding weekends and legal p
• ti1 N 5. THE B46INEER RESERVES THE RIGHT TO HAVE 501E TE5T5 PERFORHIED TO CONFIRM DI556)TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE -
IN-61ZOUW EX15T. 5ANITARY SYSTEM \ p ` W OF THI5 TREATMENT WILL BE DETAILED IN THE 51TE DOGIMENT5 IF THE C05T 15 TO THE SUITABILITY OF ANY FILL MATERIAL. TTiE CONTRACTOR SHALL SPREAD AND THE DEGREE OF GOM'AGTION OF THE SURFACE 5UB6RADE IF THE RESULT FROM holidays)prior to beginning any
5 0
POOL TE`PT \• ` N_ BE INCLINED IN THE CONTRACTOR'S BASE BID. mechanized digging or roexcavation work
ii-� _ TO EfE ABANDONED PER ® D 1 _ �j COMPACT THE FU_L MATERIAL IN b INCH MAXIf'NM LIFTS. EACH LIFT SHALL BE THIS TEST FOR THE FU_L OR NATIVE SOIL DO NOT MEET OR EXCEED T+f DE6REl:OF 18'W x 36L M HOLE xt D.THE CONTRAGTOR SHALL IN5PEGT THE SUB 6RADE AND NOTIFY THE ENGINEER to ensure underground lines are
5G���HW''SEE BO>W \rU1EX P05T OF ANY GONUITIONS REQUIRING SPEGIA GON5IDERATION NOT ADDRESSED IN THE COMPACTED TO 95�OF THE OPTIMUM DEN51T f. COMPACTION SHALL BE COMPACTION SPEGIFI£D IN THIS SECTION,THIS COST of TESTING WLL B£DECI)GTED marked.Excavators and contractors LOCATION MAP:n 415 DwG rn U Vj% `� L ACGOMPLISHED AT NO LE55 THAN OPTIMUM MOISTURE CONTENT UP TO 2%WETTER. FROM THE CONTRACT AMOUNT AND THE TE5TIN5(2)WILL BE REPEATED. can also submit locate requests on-line, 1 z
O ,(TYP) +.. SITE BID DOCUMENTS. THE EXTRA G05T OF UNANTICIPATED REMOVAL WILL BE `g SCAT E: 19 600'-0' -OP11H NM DENSITY AND OPTMUM MOISTURE CONTENT SHALL DE AS DETERMINED BY II. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN AGGORDAAIGE through ITIC.If you do not currently use
BASED ON 11IE UNIT GO515 PROVIDED WITH IIaE BASE DID. THE COST OF A5TM DI551. NO RUBBLE TRASH BOULDERS OR OTHER DEBRI5 WILL BE AL OYJED A5 WIl1I THE STANDARDS OF 11iE SGD.H.S. CONTRACTOR IS RE5PON51BLE FOR ALL ITIC,please call 1 800 524-7603 for �
UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE FILL MATERAL IN ANY USAGE. INSPEG110N5 AND 516N-0FF OF SAME, more information. PROP `�
I EX.LP \ LOT NEGOTIATED. 6. FOR UN5TABLE SOILS WITH LE55 THAN 250 P5F GOHE510K OR ULTIMATE BEARIN6 12.CONTRACTOR 15 RE5PON51BLE FOR HAVING THE PROPANE TANK PUMPED OUT AM
PROPOSED INNOVATIVE AND ALTERNATIVE
L
For safety reasons,homeowners are ON-SIT
CAPACITY OF LESS THAN 500 PELF,TAWHO6EOTEXTILE
E5 FABRIC SHALL A INSTALLED IN ALL CERTIFIED A5 EMPTY PRIOR TO RELOCATION E WASTEWATER TREATMENT
REV. N 5uB GRADE PREPARATION UTILITY AND PIPING TRENCHES AND TANKHOLES TO REDUCE MIGRATION of strongly encouraged to call as well
FINE-FiRAINED 50IL AND SEPARATE DI551MILAR FILL MATERIAL5.THE GEOTEXTILE when tannin an rs g
05-14-2023 planning y type°r digging on
R.O.W. I.THE GONTTZftGTOR SHALL REMOVE ALL VEGETATION,SURPWS SOIL,DEMOLITION their property. SITUATE AT: SANITARY SITE ]PLAN: _ �
\ +�,++,� MATERIAL SHALL G'VERLAPADJAGENT GEOTD(TILE MATERIAL BY A MINIMUM OF 12" STORM DRAINAGE C A L C: P PertY•Homeowners
RUBBLE,AND OTHER UNDE5IRABLE MATERIALS. SUCH MATERIALS SHALL DE contact us 811,t at 1tional all before
or
"*"��+++w-�„ • Deed more or AS t�GESSARY TO COVER THE INTENDED ARPA. 6EOTPMILf FABRIC SHALL BE �j t� p p
W tY I \ PROMPTLY HAULED FROM THE 51TE AND DISPOSED OF IN AGGORDANGE WITH VOLUME = AREAA X RAINFALL x GO�IGIENT by calling 811,the national call before EAST pgARION N.Y. FLOOD ZONE. W § 9 9 9 12 q jj tV tV
L EXISTIN&PRIVATE II 1 less 15.78' CHEMICAL,TYPAR 3401,EMONEX,OR TYPAR 3601 A5 MARKETED BY EXXON • _ you dig number.For excavation work : = s cV
60VERNING LAWS AND CODES.THE CONTRACTOR SHALL SHAPE ITiE SUB GRADE IN RAINFALL=2A OJbI TOWN CI=SOUT!10117 ' ' i t `I' �EX. GHEMIGA:L AT I-800-54-E)CCON. completed on personal property,it is 1/1'�TIOAL DA'i11"�f'lA� � 5� � cy
TO 13E USED FOR T3=`�T WELL, \ �+ P05T Actual 16.58 ACCORDANCE WITH THE 5RN71NG PLAN,TAKING,INTO ACCOUNT THE THIGKNE55 OF 1, $AGKFILLINS TANKHOLE5,ETC.: COEFFICIENT OF ROOF AREA/COVERED PORCHES= IA the contractor's responsibility-NOT the �K�Wr�YOW l�FLOOd ELL'1/A710H .p e�
REV. 0 1 o THE PAVING 5Y5TEM. THE TOLERANCE OF THI5 ROUGH 6RADIN6 5HALL BE WTHIN homeowner's-to contact Di Net. SGTM No I0003H 14-0OA82 5 o 5
o TO BE ABAN)o EDP NOTE r • � �" N38 44'00"W BAGKFILL FOR ANY EXI5TING TANKHOLES SHALL MEET THE REQUIREMENTS OF TH15 9 MAP No.36M00064H-ZONE X
LOCATION OF NEW ,� 1 112 HIGH TO I LOW.DURING THI5 OPERATION THE CONTRAGTOR 5HALL NOTE ANY 5EGTION.LIKEWI5E,Elk KFILL FOR OTHER HOLES LEFT BY REMOVAL OF 5WIM IN6 TRIBUTARY I: Having utility lines marked prior to ZOMN6 DISTRICT=RESIDENTIAL.R40' E3YMZs
07-25-2023 Z EX.ST PROP05Et7 Ill \ \' , � Q 1 SOFT AREAS THAT BECOME APPARENT AFTER TRAFFIC BY GON5TRUGTIGN ���-�A' I,442��� digging is free of charge. N
L 1 04 1 EQUIPMENT AND LOADED TRRGK5. 51K.H SOFT AREAS SHALL BE REPORTED TO THE R LINOFP��c, SITE ADDRESS: PROPERTY OWNER=
-_ -3 ENTRY STOOPS 4 STEPS N SQ.FT. 12632 MAIN RDAD OSEAN 12632 MAIN ROAD
EXI5TIN6 ��
PROP05ED ER05 ON PROP.SILT 1 EX.STORAGE FOUNDATION TO BE rn ` DW131AI6 1.486 SOFT. EAST MARION NY 11434 EAST MAWON,NY 1193q
CONTROL METHOD FEN BARRIER I / CONTAINER TO \ REF'IOVED AND FILLED n� T d Z T RUNOFF AREA= 425 SC,iFT. SITE DATA=
INSTALL 51LT FENCE L J BE Re4ovw TO MEET NATURAL-GRADE, ,
BARRIER AS SHOWN, r \ SEE COMPACTION NOTE5 rn 1 AREA OF SITE= t1T,53256 S.F.(0.408AGJ
MAINTAIN UNTIL PROJECT EX.SHED
(THIS DWG) 1 y CALCULATION- BUILDING A1ZEI4: PREVIOUSLY G1IRRETIT
GOMPLH.T10N IYA031 TO 1 , ' 1,492 S.F.x IA x 0.161- 333 CUFT.
A ` TOTAL VOLUME REWR® = W3 CUFT. APPROVED PRDP05AL
xl2b �L f BE Ram \ L .w, \
Nn ENTRY STOOP'' AND STEPS 46 5QF7 8I SGIFT.
115E PRECAST STORM KAINER LEAGWN6 GALLEYS- DWELLING 1,371 SQFf. 1,48h SOT-T.
�+ff E r �f- , / y PORU ES 80 SQFT. 425 SQFT.
E- - -- - - -- -- REV. (2)4:I5'x 65'x 35b(35'LIODPJ PRECAST LEAchms,&ALLEYS MANY bit 5QF7 42
" PROP SILT
N35°21 -41
'00"W - - � """ BARRIER • TOTAL VOLUME RfGX11RED: 333 GU.FT. WA
DEED 44.62',ACT. 45.42' - NOTE: EXISTING SWIMMING POOL 07-25-2023\ TOTAL VOLUTE PROVIDED. 3-11 cuFT. TOTAL ARIJ1 1, ,qq2 SOFT.
J 4a2 So.F'r. I
-7. � A. N 55'00'r FGr xu.3 � • LOT GOVL�tA6E o oe51(a51S� oJEj6 013ssr,1
MARIA G.xEFos ` W �x.sSTf;d��� LOCATION BASED ON UPDATED _ _
5GTM RIo.100E-031-14-07 \ \ 93.87 1 N 35021'00" FN` SIN A5BUILT SURVEY BY JM LAND NOTE:AREA BETWEEN AHw To too'OFFSET LINE= u,-toa so.Er.(o.2eeeAc)
PRIVATE WELL ` SURVEYING,DATED O-I-14-2023 LOT COVERAGE SEAWARD OF
\ \ 38.03' AM 100'OFFSET LIRE: 834 50PT.(IDS) 664 51111
EXIST. CONDITION -
DEMO SITE PLAN EXISTING LOT NOTE: EXISTING CESSPOOL AND DWELLING BUILDABLE OF COAST RD th
LIM(OW 13A4 S(�I.FT.(0.3on&Q
ABANDONMENT BY REMOVAL: 7 °- N/F IN POOL 15 DONALNGLAYTON LOCATION BASED ON 5URVEY BY PROOPO �cove OF CBIL I m
" MARTINE MAIORANA 143 W X 38'L SGTM No. 1000-031-14-15 5TANLEY J. 15AK5EN IR.,DATED 10-20-200I t )
1=XISTIN6 STEM TO 13E ABANDONED BY RB'IddIN6 ALL RE5IDI q 7, SGTM No.I000-031-14-13 RA3LIG WATER ALLOWABLE BALDING LOT COMERAGP= 209E(2M3 SOFT) v m
20 10 O 20 40 60 5E4A6E WASTES BY A LICEWED WASTE HAULER,REMOVING THE ENTIRE FUBLIG WATER •
6RAPHIG 56ALE I" =20'•0* 5TRUGTIIRIE5W,BA&TILLIN6 WITH SUITABLE SAND AND 6RAVI MATHZIAL., - LOT REV. - - - - - d)
AND PROPERLY GOMPAGITN&. �: '
Z@A APPEAL "I 0ONDITION5 FOR APPROVAL•
o 13 09-29-2023 LXI5T I 1.GUTTERS AV LEADERS TED IN TO A PRO IL SHALL.BE NSTALLED ON THE N> 4 VNI LLM TO r
` = - g 61NAL SURVEY BYr GE55F RUNOFF
- _- _ - � - -� -� - ,� of Z LAIOr�CAPE(�OF NATTIIE 6R�0.56t'S AND OTH32 DR,d16HIT TOLH3?IWT MAT11fE
�- � -
-- JOHN MINTO LSYAND,IAGaUELINE MAJ21E MINro,L5. 2 STORY 7.i, NOTE: EXISTING WELL LOCATION H'I ANTNf SUGF+l6 R45J+ o� +5HW1 BE ESTABLISH ALMS TFE BILKFFJ�D Mo!vN6 jY ('(�
93 SMITHOM BLVD. 5MI1MONK N.Y.IITST RE5IDENGE BASED ON UPDATED AS-BUILT �.4' E�RAILINGHD
PHONE-(630 124-4852 14.0, 5URVEY BY JM LAND 5URVEYIN6, REV.
_-_ - _ - = DATED: Or-14-2o23 DATED 01-14-2023 `' I.PR2V_9E 7 LP MMV TANK SHALL MANTAN REOZED 2Y MN SEPARATION HROM ALL SWpRY
-
- -2023 q� E'.x15TIN6 1 5TY CaTOHEIIPS MV EX.PRIVATE NIL X
07 25 -NOTE: EX WELL LOG BASED
EX WTR z.3, REV. ON UPD A5-BUILT SURVEY BY To %�, R-5I DENGE W/LOFT 2 NO STORM MNK46E STM46E 5TIa1 nI;e,EXIST ON THIS SITE, E•-�1 X Z 1L
VLvS° ° '� S' JM LAND 5URVEYING,DATE[? '' • THRI�(?�415kSS585'LD.lE/:GFIIIG 6,N LEYIS ARE PROIADl�FOR RDOF HaNOFF O
2i a, R.O.W. EX.(US L 07-25-2023 07-14-2023 �' ` ' • ALL 01II BITS MANTAN A O'SWARATON fP M ALL PR iposm swAW SmII I!ll�i.
S38044 00 E (USE
-' s UNKNOWN) EX BUIIDIN6 rr,
29 less 242.45 E EX.WELL lbf POLE
X. NA
F5M -� N 35°49'S0"W Actual 249. c><` � � \ •�
95.96' (INACTIVE) PRfJit�/I �n 4 W
s
�
�v GAVE I bx �PNR/ •�� E32 1�� r
`� --- DRVWY OF WAY 15'RIGHT
---�--- ----10- -------
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101.57' - N38°44'00"W -PraoPEIUTOFtaoPYe1-= 233.09� I' cn IRS.
- I
V. 07 25 2023 - � O ) s a F: � t� i � \/i//i) '� � o � 1 j12
O XISTIN5 SWIMMIN6 POOL _� _ � � eon PRIVATE WEi1 0 1--
a
NOTE: jgT
EXISTING
REV. SEPTIC 5Y5. °� HOLE M DISTANCE
AS-BUILT 5UR`/EY BY JM LAND m DIIv1r_ �' �,ra \
07-25-2023 �SP� ll� � We LP TANG TO RaOP.Y43.L
- W , 5URVEYIN6,DATED 07-14-2023 EXI5TIN6 p( Y f
_ §4 } 4 9r.3, IN-6ROUND _ d jd ao \ %i , \\ 'RIGW
�'OI -F 18 38'L 12.1' - / Q 'O
' ELL
-- - - -
� � � '� :i',�- PROPOSED
\ O ' •
O PUMP PIz(y �F�M O t
� EXISTING 'qTE � _ -�. \`\ � _ -
_ pis, (COTE Ll
S F
s
2z2'ACT � :_:��I � i `� 2 STY FR I a o ct+
}=ORY 20 � DWELLING r m �' �` ~•} t
'99' RE5IDENGE _ W/RA5EHENi LOT r ' rn 7a rn =.1. �.
-y - __- _ - - _ - - �• Q m LOT �- , Ia FFLJ=1.. �'�i '" '
NOTI=: EXISTING PRIVATE WELL 5 BEDROOM
LOCATION BAr1=D ON UPDATED 1 -: R.O.W.
-_ A5-BUILT SURVEY BY JM LAND 4 _ _ \
- IA ANTONIA515 Deed more or A
_
_ - = - _ �•� _ -fir _ - 50}
5URVEYING,DATED Cl 14-2023 ,.
_ _ G OG3 40 5' Lam.-:• L15� ;ss . 1 ��
-.¢ \ 55 SO less 15 78' W 1
Ot_
�� :: PROP ---I - \` N38°4400"W 7n .EfFREY T.BUTLER,P.E.
100 0 -008.1 REV. 05-14-2023
lea' Actual16.58' O
-- ---- - `
EXIST O '
N M ff H �XP I IEXP� L.P.TAW I V.
O
_ ELEV. O GONG BLK O " N /- - - 1- I :\ TO 8E A8•W7101�) S PROPOSED 1 O
r� GARAGE ry ��'r�1 f C___/ \ # _d NOTE L"Tow OF y? '":
- - IO.q °
yr,. N 35031 @®'^ N r PROP -c I MN W010.,BD WHl N= ` / 10'WON-TURF B1FPI32 In
eagnN6 ABOVE 6RADE 8_115507RIGAIL AID
- - - - ELEV WAIF LILIES ATTAGfD TO BJLKHEAU -
-_ - _ _ T = - a p LOT 279.62'-lo _ _ - 12.E PIPE PyD �`Y �:: r r \ t520M NEl6F�ORRr6 PH�OPB2Tl' o (r]
-- - _ _ 1WZ -
Dee @ 44 6 W •SILTN aAR _�? 1
ate= 0��� 156 M No0I 1000-0311-14-01 2', Actual@ 45.42' `rrn FEN _ / o. °�- _ \� d `'_- '"„' � /s \= � �Ex GONG WALL
--- PRIVATE WELL N 32°55'00„ W xll3 i x TO$=9.6 • F"I O Z
-- C
7 O �
W Q
_ -
- s 38. � � m
•� \ r
W 4
Q O
_fi o 0
(Lo"r �, y FOR ADDITIONAL INFORMATION... ,� o r�LVAT�w�-�- O
TOT
Q
_ - EX.
- - PRIVATE I FOR PROPOSED DEMOLITION; W m d) NCn O
NOTE: -
-�- _ TIN& PRIVATE WELL I N
- LOGAT ON BASED ON UPDATED DEMOLITION ITEPLAN, THI5 DWG. 0
WELL
a W
A5-BUILT SURVEY BY JM LAND FOR PROPOSED SANITARY WORK; Z
-
-_ - - _ - - L,�I T 5EE PROPOSED SANITARY 51TE PLAN, m
SURVEYING DATED Ol 14-2023 ~
EX.sT 1 oMH SEE DWG 5P2 ate., Ll
REV. 07-25-2023
AREA OF DISTURBANCE:
-R - - EXISTING CONDITION / PROPOSED WORK OVERLAY REV. OS-14-2023
I 10,668 SQ.FT., 0.2449ac �7A6E
------- - ---- - -r - - NEIGHBORING PROPERTIES / PRIVATE WELLS EX15T. 5ANITARY 5Y5TEM LOCATION CONFIRMED -
FLOOD ZONE KEY MAP mm MANo.�ib14H %�
t,T„� FOR ADDITIONAL INFO:
PER SGDHS APPROVED SURVEY BY
STOW FRAIE
NATHAN TAFf GORWIN III,LAID 5URVEYOR Ex15T 1 I'tat 5EE ARGHITEGTORAL DRAWIN65 FOR
DATED OCT 10, 2001,LAST IREV� AU6. 14,2013 / "EX11_, 1 ` LP ' PROPOSED PRIVATE RE5IDEN(GE
PLP/
Eh'JEFFREY T. BUTLER,PrG.,P.C. SPI
20 10 O 20 40 b0 8o 100
3001 66RARf1 5 O 3G10 600 900 1" " 6RA1'HIG SCALE I" = 20'-0" SCDHS RECORD ID: R-21-1661
of 3
N/F X NOTE- E45-nN6 CESSPOOL AND DWELLING GOMPAGTION NOTES:
DONAL CLAYTON EXISTING I STY
`� �' LOCATION BASED ON SURVEY BY SUB GRADE ENGINEER FOR DETERMNIN6 THE METHOD OF TREATMENT RECJUIRED,IF ANY. POOLS,BASEMENTS,ETC.SHAD-COMPLY WITH THIS SECTION ALSO. =-
SGTM No. n RE5IDENGE W/LOFT r 6ENERAL 2.MAINTAINING DRY 517E GGNDITION5: 8. BAGKFILLIN5 TREt�I Ems: _ -_ -_ =- �'
EX EUILDIN6 1000-031-14-15 EX wo
. STANLEY J. 15AK5EN JR, DATED 10 20 2001
DECK 1. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE 5UB 6RADE MUST BE PROPERLY DURIN6 PREPARATION OF THE 5UB GRADE AND UNTIL THE PAVING 5 IN PLACE,THE BAGKFILL FOR UTILITY TRENGHES SHALL BE NIL-6RADW,GLEAN,FRESHWATER
I 26 2' PUBLIC,WATER 34.5' 1 Ex PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE CONTRACTOR 5HALL PROMPTLY TAKE REA50NABL AND,E MEASURES TO OBTAIN AND TO S FREE OF SILT AND CLAY PARTICLES.BACKFILLIN6 CUR SHALL OG IMMEDIATELY
EX.WELL EX 30.4 STOPJE wnLK WITH THE5E 5PEGIFIGATIONS,U51N5 THE NEGE55ARY HEAN5 AND MATERIALS TO MAINTAIN A DRY 51TE CONDITION.51Iv�MEASURES SHALL INCLUDE PUMPING OF AFTER THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE CAVIN6 OF THE TREW-44
xi2.6 U.p.� S 38°44'00" E 142.69' ' F_X.DOGE: 1 PROVIDE THE SPECIFIED RE5ULT5. NOTHING IN THE FOLLOWING SITUATIONS CAN BE FREE SURFACE WATER,MINOR HAND AND/OR MACHINE 5HAPIN6 TO FACILITATE SIDES. PRIOR TO INL5TALLATION OF THE LINE OR COND111T,A 4 INCH G15MOH OF 540
(INACTIVE) FORESEEN. THEREFORE,NOTHING IN THE FOLLOWIN6 SHALL RELIEVE THE WATER REMOVAL,AND OTHER OPERATIONS TO 50EEO DRYING. SHALL BE PROVIDED, Of NSW YAK cry
1 , 1
N , CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE ENGINEER OF SPECIAL 3.NATIVE SOIL COMPACTION 9. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND GOM'ACTED A5 NEGG�iSARY WITH &NATIVE
LONG
TDB=4.T </1 EX 1 JD E)JLKHD _-
0 2,USI%501L TEST DATPROBLEMS,AND INA END,TO PROVIDE A SOUND SUB GRADE. COHESIVEOF THE 0 R M D NATIVE 501E5HALL BE FRIOR ToP PLACEMENT OFALTED TO F AND 00% 501L ILL TOP501G1 ABLE FOR 6RA55.TION.EXCEPT THE TOP b AREAS REQUIRING GUT SHE ALSO BE FROVVED 800-212-4480 1 81 I
SHALL BE
15 RkSHT REV. 15 weHr 1 s _=
OF WAY 09-29-2023 O \�' r�`Y m ��, 1 A.AT ITS OPTION,THE EN61NEER MAY PROVIDE 501L TEST INFORMATION TO THE 4.FILL 5ELEGTION AND COMH'AGTION= WITH 6 INCHES OF NATIVE TOP501L FOR 6RA55. FINISH 6RADE FOR THESE AREAS
\ ° I C7 CONTRACTOR. IF PROVIDED,THE DATA WILL INGLUDE GLA551FIGATION OF THE THE M05T C05T EFFECTIVE FILL MATERIAL FROM THE FOLLOWNGi SHALL BE USED: SHALL BE I INCH T
N38 44 00"W 127.00' O ` BELOW OP OF CURB• AREAA5 SHALL BE SLOPED TO DRAIN AT A www.dignetnycli.com or
r — }---- , ` 501L IN ACCORDANCE WITH THE UNIFIED SOIL GLA`55IFICATION 5Y5TEM(A5TM -5AW-GRAVEL MIX(I5 TO 3%FINES<0.02 MM P�G$R>Ci), MAXIMUM OF 4.1 UNLE55 OTHERWISE INDICATED ON THE SITE OR GRADING PLAN, www.call811.com(for other states)
\ -\. 233.09' �G d D2481). THE 516NIFIGANGE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. -GRAVELY SOIL(3 TO 6%FINES(0.02 MM AND OR>8), 10.COMPACTION TESTING % t
NOTE: EXI�JTINF7 SWIMMING? POOL R� EX S ` B.SOILS D£516NATED A5 HI61iY EXPAN51VE(CHI,MHO,AND OH)MAY REGUIRE -SANDY 501L5 0 TO 6%FINE5(0.02 MM AND GBR>6), THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM(1)A By law,excavators and contractors
1 W/RAILING(BY rARD working in the five boroughs of New =___ _ - - i = _- 9
LOCATION BASED ON UPDATED 1 1 R P 1 LIME STABILIZATION AlAND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. SUCH -51LTY 6RAVELY 501L5(6 TO 10%FINS<0.02 MM AND CBR>6), PROCTOR TEST(A5TM D155T)ON THE FILL MATERIAL(OR NATIVE SOIL York C' and Nassau and S - � _Tt
\ ` ° OWJE ' t/> SPECIAL TREATMENTS WILL BE DETAILED IN THE SITE BID DO(UMENT5 IF THE G05T PROCTOR TEST A5TM DI T N City Suffolk = _y. s--� __ __ _ Y
-511TY SANDY SOILS(b TO 15As FINES t OIJ2 MM AND GBR>8), ( 55)O THE FILL MATERAL(OR NATNE 501E IF NO FILL 15 ___ __ -_�_- _ - _ _ ig
AS EUILT SURVEY BY JM LAND � � LOT 8.1) w '� Counties on long Island must contact
SURVEYIN19, DATED OT 14-2023 u, 15 TO BE INCLUDED IN THE GONTRAGTOR'S BASE BID. -CLAYEY GRAVEL 5O 5(OVER 20%FINES<0.02 MM AND GBR>5), 115ED)AT LEAST 12 HOUR5 BEFORE THE CONTRACTOR INITIATE5 GOMPAGTION AND(2) DigNet,1-800-272-4480 or 811,at least
\ �c p G.5ofL5 DESIGNATED A5 HIGHLY ORGANIC(:DPI,OLD,AND PT)MAY R£O111RE CLAYEY SANDY 501E(OVER 20Ri FINES<0.02 MM AND GBR>5), A HA�I_EAR DENSITY GAUGE(A5TM D2422 AND A5TM D30I7)OR SAND G01�(A5TM 48 hours but no more than 10 working
EXISTING ` u _n \ SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT 5. THE EN61MEER RESERVES THE RIGHT TO HAVE 501L TE5T5 PERFORMED TO CONFIRM DI550 TEST AT A MINIKH OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE days(excluding weekends and legal =_ �_-= — -- p
IN-GROUND EX151, SANITARY 5Y5TEM \ M p OF THI5 TREATMENT WILL BE DITAILED IN THE 51TE DOGIIP'IENT5 IF THE C05T 6 TOLC
holidays)prior to beginning any
THE SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND THE DEGREE OF GOMPACTION OF THE SURFACE 511B6RADE IF THE RE5ULT5 FROM
POOL TO BE ABANDONED PER � T 1 rn N_ 1 �,� BE INGWDED IN THE CONTRACTOR 5 BASE BID. COMPACT THE FILL MATER A H THIS TEST FOR 7HE ILL NA mechanized digging or excavation work — — - --
IS'W x 38'L M ` a 1 I L IN 6 ING MAXIMUM LIFT5. EACH LIFT SHALL BE F OR TVE SOIL DO NOT MEET OR EXC TC1 THE DE6REE OF
HOLE D.THE GONTRAGTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER to ensure underground lines are
M SGDFIci REQIMNI�, \r ° EX P05T r F ANY ITI IRI SPECIAL N T Ix GONPAGTED TO 95Ai OF THE OPTIMUM DENSITY. COMPACTION SHALL BE COMPACTION SPECIFIED IN THIS SECTION THE CAST of TESTING WILL BE D�IIvTE17 marked.Excavators and contractors LOCATION MAP:
THIS DVIE; \ rn 1 1 1 0 COW ON5 REQII N6 SPEC L 0 ADDRE55ED THE ACGOMPL19-EO AT NO LE55 THAN OPTIMUM MOISTURE CONTENT UP TO 2%WETTER, FROM THE CONTRACT AMOUNT,AND THE TE571N5(2)WILL BE REPEATED, can also submit locate
(Tali �p SITE BID DOC.I1.0175. THE EXTRA C05T OF UNANTICIPATED REMOVAL WILL BE requests on-line, SGN.E= I'-6OO`l J
.-. TO OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE AS DETERMINED BY II. THE GONTRACTOR MUST REMOVE THE EXI5TIN6 SANITARY SYSTEM IN AGGORDANGE through ITIC.If you do not currently use
BASED ON THE UNIT COSTS PROVIDED WITH TIE BASE BID. THE G05T OF A5TM DI557. No R OLE.TRASH,BOULDERS,OR OTHER DEBRIS WILL BE ALLOWED A5 WITH THE 5TANDARD5 OF THE 5.GDAR CONTRACTOR 15 RESPONSIBLE FOR ALL ITIC,please call 1-800-524-7603 for
I a - UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE FILL MATERIAL IN ANY U5Al INSPECTIONS AND 516N-OFF OF SAME. more information. SILL
EK-LP a LOT 1 fl C, 1 1 NE6OTIATED. 6. FOR UNSTABLE SOIL5 WITH LESS THAN 250 P5F COHESION OR ULTIMATE BFARIN6 12. CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TALK PUMPED OUT AW PROPOSED INNOVATIVE AND ALTERNATIVE
\1 O CAPACITY OF LE55 THAN 500 Pi 6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL CERTIFIED AS EMPTY PRIOR TO RELOCATION For safe reasons,homeowners are �{
REV. \ 82 ` SUB GRADE PREPARATION strongly encouraged to call as well ON-SITE WASTEWATER TREATMENT
UTILITY AND PIPING TRENCHES AND TANKHOLES TO REDUCE MIGRATION OF
1 `Oa N FINE-GRAINED 501L AND 5EPARATE P159MILAR FILL MATERIALS.THE 6EOTEXTILE when planning any type of digging on
\' their property.Homeowners can SANITARY SITE PLAN: M
�..I OJ-14-2023 R.O.W. I.THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION MATERIAL SHALL OVERLAP ADJACENT 6E013=XT1LE MATERIAL BY A MINIMUM OF 12' STORM DRAINAGE C A L C: contact us directly at 1-800-272-4480 or �✓'ITUATE AT:
W Deed more or RUBBLE,AND OTHER VNPE51MLE MATERIALS. 5"MATERIALS SHALL BE AS NECESSARY TO COVER THE INTENDED AREA. GEOTEXTILE FABRIC SHALL BE VOLUME = AREA x RAINFALL x G013 PIUENT EA5T MARION N.Y.
lY � by calling 811,the national call before
I PROMPTLY HAULED FROM THE 51TE AND 0I5PO5ED OF IN ACCORDANCE WITH 6TF130EX,TYPAR 3401,6TF150EX,OR TYPAR 360I A5 MARKETED BY EXXON you di number.For excavation work FLOOD ZONE: '�' _ '
m EXISTIN6 PRIVATE WELL less 15.78' zV
p GOVERNING LAWS AND GORES.THE CONTRACTOR SHALL SHAPE THE SUB GRADE IN RAINFALL=2A' = OJb,' y g TOWN OF�JOUTH01-D VERTICAL.DAiI NAV088 * K1 0 N? N T
Fj(, GACKFILL AT I-800-54 EXXDN. completed r' personal property,it is BIKk RDOD H.P1/ATIL b $ S S $
p� � TO BE USED PORE TEST WELL, \ � P05T Actual 16.58' ACCORDANCE WITH THE GRADING PLAN,TAKING INTO ACGOl1Nf THE THIGXNESS OF T, BAGKFILLING TANKHIOLES,ETC.: GOEFFIGIf3.1T OF ROOF AREA/GOVERN PORCHES= IA the contractor's responsibility-NOT the �K G01�'TTY,T�''1 YO(�:
M r 1 THE PAVING SYSTEM. THE TOLERANCE OF THIS ROU6H GRADING SHALL BE WTHIN homeowner's-to contact Di Net. SGTf'I NO.: 1000�1-14 00016.2 MAP N o.361050064H-ZONE X
REV. ° TO _NOTE 1 _ � �" N38°44'00"W $AGKFILL FG12 ANY EXISTINE TANKHOLES SHALL M�1 THE R£QUIREN1ETyT5 OF THIS 9
� to LOCATION OF NEW ` 1 112'HI6H TO I'LOW,DARING THI5 OPERATION THE CONTRACTOR SHALL NOTE ANY 5EGTION.LIKEWISE,BAGKI'LL FOR OTHER HOLES LEFT BY REMOVAL OF 54MMIN6 TRIBUTARY I: Having utility lines marked prior to ZONN6 DISTRICT,RESIDENTIAL R40' FHKI N
to EX.5T \ N 1 SOFT AREAS THAT BEGOME APPARENT AFTER TRAFFIC BY GONSTRUGTION ��� ° 1,442`�'I�� digging is free of charge.
07-25-2023 � PR�PoSm w� \ `"7 o o `� -
Z ' L O EQUIPMENT AND LOADED TRUGKS. 51 SOFT AREAS SHALL BE REPORTED TO THE
SITE ADDI?E55:
PROPERTY OWNER
1, � ��ARFJl5, 12632 MAIN ROAD
+,;,+t1+�,.,+,+�,, F�CI5TIN6 __ a\ �' A HtTRY STOOPr !STEPS 81 SGLI=T. 12M MA"NY(1434 05EAN 12632 T�PtIN'R0A0
PROPOSED ER05 ON PROP.SILT 1 FX.5T17RA6E 1 gMDA15TI TO BE 7a M ` DY'fiLIN6 1.486 561Pf. EAST MARION,NY 11"
CONTROL METHOD FEN BARRIER / GONTAINER TO \ REMOVED AND PILL® n ` d Z ROOFED WERE Poach, 425 5GLfT.
INSTALL SILT PENCE L J BE REi•1011CdD TO NET NATURAL GRADE,
TOTAL RUNIOFF Ari�A= 1,942 SC,IPT. SITE DATA,
BARRIER A5 SHONW, �' r-7 \ SEE COMPACTION NOTES cn AREA OF SITE: M,532S8 5F.(0.400AGJ
MAINTAIN UNTIL PROJECT SFI9D (THIS DWG) p CALCULATION.
EXALDNQ AAA, PREVIOUSLY GURR6IT
COMPLETION 7.N103 TO 1 IR92 S.F.x IA x OJ6,. W3 CUFT.
APPROVED PROPOSAL
L �i ` 70 TOTAL VOLUME REC IIREID = 333 GUFT. ENTRY STOOPS AND 5TEP5 46 5G.PT: 615 QFT.
xl2b „., L J BE REMov�D \• _ _ 1 0 0 I7Y�H.LIN6 I,317 5G1FFT. 1,486 SQFT.
-� --°--_ PIPE - _ "*"�"*"f 41_F01 i*4q * * 1 \ �- `J , / y O USE PRECAST STORM WATER LE-ACHN6 GALLEYS-
_ REV. (22)4.15 x 85 x 3511(35 LIODPJ PRECAST LEAGHN6&ALLEYr' B�11 CONY (7q SQFT_ WA
"{ r r r PIORCFES 80 50PT. 425 Sar-T
� rn �
N35°21'00"W " '*µ OF SILT FEN BARRIER TOTAL VOLUME REWIRED: 333 GUPT. TOTAL AREA 1,492 F T=T. IA92 SQtT.
DEED 44.62',ACT. 45.42' ~�\N 3 ;, - =� FGM xll NOTE: EXISTING SWIMMING POOL 07-25-2023 TOTAL VOLUME PROV101�: 3 tI GUFT. LOT GOVERA,6E 0 0851(85IfYa1 OJ�6 01.3YiV
MARIA G.XEFOS � ` 2 SS OO W EX.STKD FEN�-`�- 3 � � LOCATION BASED ON UPDATED
SGTM No VATS ELL 14-0T \ \ 93.8 7 F I+�F I NOTE:AREA BETWEEN AM TO 100'OFFSET LINE= 11,104 So.Pr.(0268eAc,1 PRIVATE WELL � ` � N 35°21'00" AS-BUILT SURVEY BY JM LAND
\ \ 38.03' SURVLI'IN6,DATED 07-142023 LarCOVSRAl ArIW IOO'O1�aET LSE�s RD� 834 SQFT.(7A4AI) 664 5G1PT-(5:IL�,1
EXIST. CONDITION -
DEMO SITE PLAN
EXI5TIN5 LOT BUILDABLE AREA COVERAGE Ga-cu_Anor�
N/F IN POOL 15 N� NOTE: EXISTING CESSPOOL AND DWELLING AREA LANDWARD OF COASTAL LROr•�IONt WIZARD LINE(GHiJ 13rT14 5(=1.E7(0.3074AG)
ABANDONMENT BY REMOVAL: O DONAL GLAYTON LOCATION BASED ON 5MVEY BY PROPOSED BUILDIM GovL�E L.AN KNW OF CeIL Ill 5QFT.
MARTINS MAIORANA 18 W X 38'L Pf2OPO5®BUILDINEi LOT COVERAGE: 0J485(I48u�J r
m
SGTM No. l000-031-14-15 STANLEY J. 15AK5EN JR,DATED 10-20 2001
EXISTING SYSTEM TO BE ABANDONED BY REMOVING A�_I_RE5IDUAL q�, 5GTM1 No.1000-031-14-15 RELIG WATER ALLOWABLE BALDING LOT COdHRAGE: 20%(2kM SQ3=TJ m
20 10 O 20 40 60 5EWAl WASTES BY A LIGEN5EV WASTE HAULER,REMOAN6 THE EINTIRE PUBLIC,WATER _ Q
6RAPHIC SCALE in =20'-0' 5TRUGTURE(5),BACIT-ILLIN6 WITH WITAELE SIAM AND eRAVEL MATERIAL, LOT REV.
ZBA APPEAL #067.GONDITION5 FOR APPROVAL:
-- - _ - AND PROPERLY COMPACTtNe. 13 09-29-2023 EX15T i I.6TITTLRS AID LFJ�DfRS TED N TD A DRYLFlt SIWL BE NSTALLI3)ON TIE lt3f DY�1 N6 TO w N
_ ----- 61NAL h 5 PREVf31T ROOF RIM01'T
- =F _ _ � �._ _ -_ SURVEY BYr � � �E SFOCL'- ' 2 A 15 F-1'1.A1'bSGAPE I�R OF NATIVE 6RA5613 AND OTFB2 DR�OU6FTT TOL82/WT NATIVE �,,[ r'
ITI-
-- - - - _ im L aASED oN OW EX 5 N >/ NOTE: EXISTING WELL LOCATION E PI.AN11165 9UGT1 A6 IR051A fa115 %SWI BE ESTABLISN�N GN6 TIE BwaIEAD MOV1dEi � f Y m
517E PLAN
g � •- �,,,�'� - - __ _-- �-= _ l� THTI 0Y4y��`�S-I INTO,L5. RE,SIDENGE � BASED ON UPDATED AS-BUILT I'�.�' W/RAID N6 la a TOWM�THE PROFDSf�DYELLN6 AFD SFWl BE GONTNIOVSLY hWNTAI�. '� O �
JM IN6
PFIONE, (b30 Y14-4832 �4.� SURVEY BY JM LAND 5URVEYIMG, m NOTE= w '� }-
_ ---
- - DATED: 0T-14-2023 DATED 07-14-2023 L PiZOPioF�7 LP a rAtK SHALL wwrAMl RCfl1R�20'Nw 5�A3tATI0N HaoNt Au 5JwraZlr
- -2023 NOTE EX. WELL LOG.EA5ED EX15TIN6 15TY GOhPI7NEN[TS AND EK PRIVATE►'3L X <
07 25
- - ���`�� - - o `�' z/3' ON UPD A5-BUILT SURVEY BY RESIDHHGE W/LOFT 2 NO STORH DRAIW�6E STaRA6E 511d1G11�'ra t�05T ON THS SfTE � U--
-� - - v�ivs°° `� � REV. ,)M LAND 5UtzVEYING,DATED O �V "�, `�' • TIf�(?2)4.'15k835s5'l..n.1J:Au�16 6AUL1rs ARE PROVIDED fi0R RooF IaNOEF [-�+ X Z
ON
- � � 07 25 2023 07-14-2023 �� coN�+oN1�t,s MnotrAH A IO'SI3'ARATION FROM N1.PaoT�.�SAIIITARY STRUGtU�S.
- - S38°44'00"E E m O
49'S0"W Actual 297 CABANA
X GA
95 96 ��a ACTIVE) PRWI ._
,- N 35° _
`� �----�- S 38°44'00"E
E
- (I 4'
I2. w 38° 00 E 142 69 I,I� >;ut�'HD $
_ h °NN I
DIRVWt' of v� IS'w1sHHr _ r-
---------- OP WAY _ =
- - _
N35°49'S0"W -- -------- - 8°44'0 8° /i IN6(gYorasz
--- ------ - - fl4'(T5'NIt� Lor �'
- - - N3 -- 0„W ---------�--- ----10609' ------- - -- -- \.�_�.:_ —?—
101.57' - N38044'00"WMir Eat
\ V 07 25 2023
EXIST
ETU
E .5T' I� w�1 � N 1 �
NOTE, EX15TH6 SWIMMING POOL W `e OP ig;T
_ - EX15TING '9 IUG,A55MOW{ ///
5EPTIG 5Y5. LOCATION MAD ON UPDATED H01E �t� \ P ► \ ` s Irhlsl►�EI=R:
_ A5-BUILT SURVEY BY JM LAND m _ yN+� the LP rawc To�oP.ram. ' 3
07-25 2023 9.1RVEYIN6,DATED 01-14-2023 EXI5TIN6 pR Y I I ► cn v 1 __ - --___
=-�-.
POOL
O WELL 15O'0 18'W X 38'L 12.1' ti f._ PROPOSED ,,\ a I ,R O / w O _'j0 ` ` t' t '0
7E r z - I' I 2 STY FR
EXISTING / DNA yE 222 AGT _ - '1i
2 5TORY e U
/q 9 RE51 DENGE W/ LOT "
1
NOTE: EXI5TIN6 PRIVATE WE �>�, -
- ij- 'r to
� -�F'.'.1----L� '�, � � . R.O.W.
UPDATED -Lf-,{.-.:: �1 N � Y i / �
AS-BUILT SURVEY BY JM LAND N/F l0 £� 4 m\ I 951y _ M'+�\�' %j \z Deed more or -
- 50FIA ANTONIA515 -MIN �_ =� � g � �•9*'" �.7� 7� -_--�
SURVEYING,DATED 0�-14-2023
u+ Actuall O 1
J REV. OS-14-2023
- - �'� -_-=_ - _� - =- ^> `' PRIVATE WELL 14.E Win f,_I --T-'- PROF:U�6 L-=•� O �,/ ,/' �,�, N38°44'00"W' �-
-
EX15T p� M EXPI IEXP� LP TAHC \ \, ><2 A15�pOR TEST YEIl,
ELEV. G GONG BLK o --1 T01?EABN00182 S j , i \
I0A 6ARA6E O PROP SILT N BARRIER " r' 'd \ NO EIOGAT1011 OF \, pFZOpIO$E(7 , W
NB�t RtOPO�NELL f // f0'NON-TURF BURR O LO
I=GONG. 2 24.4' Z 1)xPl (EXPI SILT" �� 1—
_ - MON. S 35°21'00" M6000 BARRIER 1\ - ? �/ �� HATER LINE TO BE REMOVED
E \ L J J �t�aSnNMs ABOVE GRADE e�GTt21CAl.AND Z
E i `z 1 \-` -I I�t� , APB""" �' /�� fl20M ulEI6FHORM6 PROPBt1Y
- - - -
,�o LOT 2,� P� �
a � � o
- - — y \ Deed 435°21'00"W sT FEN .SILT FPH Bq \� 'ao. ` 1 Z N O LD
_ _ �•v MARIA 6. XEF05 62 E;. _ _` 1
o` SGTM No. 1000-031-14-07 , Actual @ 45.42' --� s� \ a� L_x CONIC WALL W h-
- ` PRIVATE WELL \ N 32°55'00" xn3 x rOB=9.6 H O Z
EXISTINs s \ 38.03' -
1 DWELLING <
,\.�Q�
— _ = OFF`,�ET PROM `'��"
_ g � 150' ,( ��` �. I FOR ADDITI
N
-
-_ WELL t1oT,D) � I L INFORMATION... Q ry v � O .�
,
PRIVATE
-_ WELL
�' �� � SEE EXISTING CONDITION - � `9 .
NOTE= EXISTING PRIVATE WELL N
LOCATION BASED ON UPDATED I I DEMOLITION 517E PLAN, THI5 DWG. a — O
` _ z AS-BUILT SURVEY BY JM LAND 1=0R PROPOSED SANITARY )^IORK; Z
W
__-- SURVEYING, DATED 0'7-14-2023 - EX15T 5EE PROP05ED SANITARY SITE PLAN, 0 m
— - REV. 07-25-2023
- =
_ I AREA OF DISTURBANCE:
_ REV. OS-14-2023 10,668 SQ.FT., 0.2449ac
EXISTING CONDITION W/ PROPOSED WORK OVERLAY I P GE:
�- -- - - , . NEIGHBORING PROPERTIES / PRIVATE WELLS EXIST.5ANITARY 5Y5TEM LOCATION CONFIRMED FOR ADDITIONAL INFO:
FLOOD ZONE KEY MAP I�MA MAC 36IG8coO64H PER 5601 APPROVED SURVEY BY
NATHAN TAFT CORWIN III,UND SURVEYOR Ex15T 1 I'la;et SEE ARCHITECTURAL DRMN65 FOR
/ -EXIST 1 ` LP / SPI
DATED OGT 16, 2001,LA5T REV'D A16. 111,200 l DLL J BY BEY T NABUTE IR,Pi P.G.
20 10 O 20 40 b0 bo 100 \
300' 150 0 3'00 600 q00 Ir0 6RAPHIG 5GALE I" = 20'-O"
GRAPHIC 56ALE 1" =300-0 SCDHS RECORD ID: R-21-1661
� � � � of 3
N/F NOTE, EXI5TIN6 a--56POOL AND DWELLINS COMPACTION NOTES:
DONAL GLAYTON EXI5TIN6 1 5TY LOCATION BASED ON SURVEY BY SUB GRADE ENGINEER FOR DETERMNIN6 THE METHOD OF TREATMENT RECIUIRID,IF ANY. POOLS,BASEMENTS,ETC.SHALL COMPLY WITH THIS SECTION ALSO. =�LOFT
SGTM _-__
NO. " W/ a' STANLEY J. 15AK51=h1 JR, DATED 10-20-2001 ORAL 2 MAINrAININ6 DRY SITE 6MITION5: 8. $AGKFILLIN5 TRE%HE5 � 3z- u
I EX BUILDING 1000-031-14-15 EX I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,TILE SUB GRADE MUST BE PROPERLY DURIN6 PREPARATION OF THE SUB GRADE AND UNT1L THE PAVING 5 IN PLACE,THE BACKFILL FOR UTILITY TRENGTS SHALL BE WELL-6RADED,GLEAN,FRE94HATER
2h,2' PUBLIC WATER 3{ DECK 1 STO IE s PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACCORDANCE GONTRAGTOR SHALL PROMPTLY TAKE PEA50NABLE MEASURES TO OBTAIN AND TO SAND,FREE OF 51LT AND GIAY PARTICLE5.BAGKFIW%SHALL OCCUR immmATELY -
EX.WELL EX 30.11' wALK EX. DOCK WITH THESE SPECIFICATIONS,USING THE NECESSARY MEANS AND MATERIALS TO MAINTAIN A DRY SITE CONDITION.SUCH MEASURES SHALL INCLUDE PUMPING OF AFTER THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE CAVING OF THE TRENCHY
U P. ° " ' PROVIDE THE 5PEGIFIED RESULTS. NOTHING IN THE FOLLOWING 51TUATION5 GA14 BE FREE SURFACE WATER,MINOR HAND AND/OR MACHINE SHAPING TO FACILITATE SIDES. PRIOR TO INSTALLATION OF-RE LINE OR CONDUIT,A 4 INII CUSHION OF SAND ___:= O cV �►E 142.69 � 1
FORESEEN. THEREFORE,NOTHING IN THE FOLLOWING SHALL RELIEVE THE WATER REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. SHALL BE PROVIDED. Of NEON YOLK CL Y �� - _ ~
w (INACTIVE) x12.6 S 38 44 1 _ ==_ Iti
M CONTRACTOR OF THE RESPONSIBILITY TO NOTIFY THE EN61NEER OF SPECIAL 3.NATIVE 501L COMPACTION: 4. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED AS NECE55ARY WITH &(ONG 151 N,"J✓ �_-=�} _=�=__ � � , �
TOB=4.T to EX WD R LKHD
�,RIGHT REV. • IS'Rlt i 1 PROBLEMS,AND IN THE END,TO PROVIDE A 50VO 5U5 GRADE. COHE5IVE AND COHE5IONLE55 NATIVE SOIL SHALL BE COMPACTED TO 45%AND 100% SOIL COMPLYING WITH TH15 SEGTION.nUM THE TOP b INCHES SHALL BE NATIVE
of WAY ,y 0 1 2.USING SOIL TEST DATA OF THE OPTIMUM DEWNY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL TOP501L SUITABLE FOR GRASS. AREAS REQUIRING CUT SHALL ALSO BE PROVIDED 600-212-4450 61
OF WAY 09-29-- --------2 023 n\ $ THE =- ==�>` ^�j A.AT ITS OPTION, ENGINEER MAY PROVIDE 501E TEST INFORMATION TO THE 4.fiLL SELECTION ANJ COMPACTION: WITH b INCHES OF NAIVE TOPSOIL FOR GRASS. FINISH GRADE FOR THESE AREAS
'O
N38°44 00'ryW 1 127.00' � �' N �, ` � CONTRACTOR. IF FRONDED,THE:DATA WILL INCLUDE GLA551FIGATION OF THE THE M05T GC15T EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED; SHALL BE I INCH SLOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A www.dignetnycli.com or
----\ --Z
501E IN ACCORDANCE WITH THE UNIFIED 501E GLA�IFIGATION SYSTEM(ASTM -SAND-GRAVEL MIX(1.5 TO 396 FINES<0.02 MM AND GBR>1Y) MAXIMUM Of 4.1 UNLESS OTHERWISE IN7IGATED ON THE SITE OR GRADING PLAN. www.call811.com(for other states) � <
' =`L_- _
\ 233.09 EX ID STEPS a D2487). THE 516NIFIGANGE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. -GRAVELY 501L 0 TO b%FINES t 0.02 MM AND GBR>8), lO.LOMPAGTION TESTING ______ _= 1Q < > _
4.
NOTE: EXISTING SWIMMING POOL 1 �' p 1 - B.SOILS DESIGNATED AS HIGHLY EXPANSIVE(GHI,MHO,AND OH)MAY REGtUIRE -SANDY 50IL5 0 TO b%�iNE5 t 0.02 MM AND GBR>8), THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM 6)A BY law,excavators and contractors
ATED 1 \ tt W/RAILIN6(BY R r LIME STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. .H STANDARD working in the five boroughs of New
LOCATION BASED ON UPD \ OWNER PROP 1 �1 -SILTY GRAVELY SOILS(5 TO lO%FINS t OO2 MM AND GBR>8), PROCTOR TEST(ASTM DI55T)ON THE FILL MATERIAL(OR NATIVE$OIL York Cityand Nassau and
° SPECIAL TREATMENTS WILL BE DETAILED IN THE 517E BID DOGUWNT5 IF THE C35T -5I TY 5ANDY SOILS 6 T I FINES t > PROCTOR TE5T(A5TM D557 ON THE FILL MATERIAL Suffolk
A5 BUILT SURVEY BY &LAND Ts a LOT 8.1) W L L5( 0 SAS NE5 OlJ2 MM AND GBR 8), ) (OR NATIVE SOIL IF NO FILL IS Counties on Long Island must contact -
- 1 R y 1 15 TO BE INCLUDED IN THE CONTRACTOR'S BASE BID. -CLAYEY GRAVEL SOILS(OVER 20%FINES t 0.02 MM AND CBR>5), USED)AT LEAST-12 HOURS BEFORE THE CONTRACTOR INMATE5 COMPACTION AND(2) DigNet,1-800-272-4480 or 811,at least :=_ p
SURVEY INS, DATED OT 14-2023 �"\ - _ -______ t-
1 p p G.SOILS DESIGNATED A5 HIGHLY ORGANIC(OH,OLD,AND PT)MAY RECi11RE -CLAYEY SANDY 501E(O/ER 20A5 F1TTE5<O.02 MM AND GBR>5), A NUCLEAR DENSITY GAUGE(ASTM D2922 AND ASTM D30T7)OR SAND COPE(ASTM 48 hours but no more than 10 working _ -__ _ �e <
EX15TING ` t"rS ` N SELECTIVE REPLACEMENT WITH SUITABLE 5OIL5. THE NEED FOR AND THE EXTENT 5, THE ENGINEER RESERVES THE RIGHT TO HAVE 501L TESTS PERFORMED TO CONFIRM DI55b)TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO wASURE days(excluding weekends and legal
IN-6ROUND EXIST,SANITARY SYSTEM \ T O 1 W OF THIS TREATMENT WILL BE DETAILED IN THE SITE DOGUMENT5 IF THE G05T 15 TO THE 5UITA6ILITY OF ANY FILL MATERIAL. THE CONTRACTOR 5HALL 5PREAD AND THE DEGREE OF COMPACTION OF THE SURFAGE 5UB6RADE. IF THE RESULTS FROM holidays)prior to beginning any -3_ - -
�L- _POOL - N �p �- BE INCLUDED IN THE CONTRACTORS BASE BID. mechanized digging or excavation work log
TO BE ABANDONED PER �:•`'T1. _ COMPACT THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE THIS TEST FOR THE FILL OR NATIVE 501L DO NOT MEET OR EXCEED THE DEGREE OF
18'W x 3,51 M r� j y Ira a BOXf� HI � � � �� �' D.THE GONTRAGTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER to ensure underground lines are
\r 1 •EX P05T r COMPACTED TO a5w OF THE OPTIMUM DENSITY. COMPACTION SHALL BE COMPACTION SPEGFIED IN THIS SECTION THE COST of TESTING WILL BE DEDUCTED marked.Excavators and contractors LOCATION MAP: �
pM NOTE,THIS DW6 \ 1 N ^ 1 OF ANY CONDITIONS REOUtRIN6 SPECIAL GON51DERATIO14 NOT ADDRE55ED IN THE ACGOMPLISHEID AT NO LE55 THAN OPTIMUM MOISTURE CONTENT UP TO 2%WETTER. FROM THE GONTRAGT AMOUNT AND THE TESTING(2)WILL BE REPEATED. can also submit locate requests on-line,
p s_. SITE BID DOU"ENT5. THE:EXTRA COST OF UNANTICIPATED REMOVAL WILL BE q 5GAI.Es I'-600-0"
- \ Tp , Q •( � OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE AS DETERMINED BY II. THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE through ITIC.tF you do not currently use
a BASED ON THE UNIT COSTS PROVIDED WITH THE BASE BD. THE COST Of ITIC, lease call 1-800-524-7603 for
. ASTM DI557. NO RUBBLE,TRASH.BOIn DERS OR OTHER DEBRIS WILL BE ALLOWED A5 WITH THE STAHbARDS OF 1HE S.GD.H.S, CONTRACTOR 15 RESPONSIBLE FOR ALL P
UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE FILL MATERIAL IN ANY USAGE• INSPECTIONS AND SIGN-Off OF SAME, more information.EX PROPOSED INNOVATIVE AND ALTERNATIVE
NEGOTIATED.
LOT fl 6. FOR UNSTABLE SOILS WITH LESS THAN 250 P5F GOI-ESION OR ULTIMATE BEARING 12.CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OJT AND ® �
LP \ \ o CAPACITY OF LESS THAN 500 PI 6EOTEXTILE FABRIC,SHALL BE INSTALLED IN ALL CERTIFIED A5 EMPTY PRIOR TO REL CATION. For safety reasons,homeowners are ON-SITE WASTEWATER TREATMENT v'
REV. 1 82 5U!$GRADE PREPARATION strongly encouraged to call as well
UTILITY AND PIPING TRENCHES AND TANKHOLES TO REDUCE MIGRATION OF when planning an
- - \ 1 C, ` FINE-GRAINED 501L AND 5EPARATI=D159KLAR FILL HATTRIAL5.IITE 6EOTEXTILE r y type of digging on SANITARY\' their 00-272oan ARY SITE PLAN:
w . .. OS 14 2023 R.O.W. I.THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION MATERIAL SHALL OVERLAP ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12 STORM DRAINAGE C A L C: SITUATE AT: - �
W • RUBBLE,AND OTHER UNDESIRABLE MATERIALS. SIGH MATERIALS SHALL BE contact us directly at national
o al call4 before
or FLOOD IAt�, 9R
Deed more or AS NECESSARY TO COVER THE INTENDED AREA 6EOTEXTU_E FABRIC SHALL BE
a \ 1 PROMPTLY HAULED FROM THE 517E AND DISPOSED OF IN AGGORDANCE WITH VOLUME = AREA X RAINFALL x COEFFIC.IENT by calling 811,the national call before EAST MARION N.Y,
IeSS 15.78 6TF130EX,TYPAR 3401,6TFI50EX,OR TYPAR 3601 A5 MARKETED BY EXXON you di number.For excavation work r
¢] 0
EXISTING PRIVATE WELL 1 GOVERNING LAWS AND CODES.THE CONTRACTOR SHALL SHAPE THE:SUB GRADE IN RAINFALL=2A' = OJbT' g TOWS OF SOUT114" sr '}
EX. CHEMICAL AT I-800 54 F CXON. completed on personal property,it is MERMAL DA11�:NAVL7E8 t�l C4
TO SE U5ED FOR TEST WELL, \ 1 P05T Actual 16.58' AGGORDANGE WITH THE GRADING PLAN,TAKING INTO AGGOUN'THE THIGKNE55 OF 7. BAGKFILLING TANKHOLE5,ETC.: CAEFfIGIENT OF ROOF AREA/COVERED PIORGHES= IA the contractor'sresponsibility-NOT the FOLK COMITY,NEW YORK BASE ELOOO B WATION: ,p
o THE PAVING SYSTEM. THE TOLERANCE OF THIS ROUGH GRADING SHALL BE WITHIN homeowner's-to contact Di N t SGTM ND s 1000131-14-0OQ92 MAP Np,3 fje�_ZOFE�(
REV. o _� TO BE ABANDONED,NOTE r __ y `�t N38 44'00 W $AGFILL FOR ANY EXI5TIN6 TAN:HOLES SHALL M�7 THE REQUIRE:NETyTS OF THIS s
d LOCATION OF NEW r - t- ,� 1 1/2'HIGH TO 1'LOW.DURING T1415 OPERATION THE CONTRACTOR 514ALL NOTE ANY SECTION.LIKEWISE,BAGKHILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING TRIBUTARY I: Having utility lines marked pr or to ZO��1�7 DEj1RIGT= eRE.1�InN_R,IO' 6WK: N
07-25-2023 Z EX.5T PROPOSM WEL.1- \ �'' ` 50F T AREAS THAT BECOME APPARENT AFTER TRAFFIC BY CONSTRUCTION (TorAl- ` 1,442 '�� digging is free of charge.
EQUIPMENT AND LOADED TRllGKS. SIGH SOFT AREAS SHALL BE REPORTED TO THE SITE
MNN ROAD FRDOSEM 12632 MAn�t ROAD
A _ 1 o RUNOFF AREASr SITE ADDRESS: PROPERTY OWNER:
. EXI5TIN6 Tc T H[TRY STOOPS t STEPS 81$QFT.
PROPOSED ERCS ON PROP.SILr 1 EX.STORAGE FOUNDATION TO BE m 1 DWELLW6 1,486 50•FT• �T MARIONI,W I" EPST N4AWON,NT'11434
CONTROL METHOD FEN BARRIER , I GONTANtfR TO \ REMOVED AND PILLED n d Z R OVER PORG4tS 423 SQfiT
IN5TA-L 51LT FENCE L J EE REMOVB� TO MEET NATURAL 6RADE, TOTAL RUNOFF AREA= 1,442 5OPT. SITE DATA,
BARRIER AS SHOWN, r \ SEE COMPACTION NOTES rn , AREA OF SITE: W,532.58 SF.(0.403AGJ
MNNTAN UNTIL PRO,EGT � 7tl GALGULATIdJ:
COMPLETION ' 7,1'x103'TO (THIS DWG) u, y ` 1,442 SF.x IA x 0.161- W3 GUFT. �� AREA; � -
�WW; ' A TOTAL VOLUME i�1�X11R® = 333 GUFT. ENTRY STOOPS AND 46 SQFT
FtOJ BE REEbVEU \ ` rn W STEPS 81 SGlFT.
F6H -_._I'---J / ESE PRECAST STORM WATER LEACHING 6ALL1=Y5- '
PIPE - _ _ [�$LIN6 I'J1l SQFT. 1,486 SG1F7.
- \\-- -- "- ° - -- „ - " "" "*"`" �O'SILT FEN ' X ` REV. (?a 4 E5'x 85'x 3511(35'LIQDPJ PRECAST LEAGFNN6 6AL1EY5 �� 00 SGPT. 425 SOFT
N35 2100 W - -- _ BRIER t'n TOTAL VOLIJ�E REG f;ZED: 3W OJ.Pr. BALCONY b4`OFT. WA
DEED 44.62', ACT. 45.42' o �_� NOTE: EXI5TIN6 SWIMMING POOL TOTAL VOLUME:PROV ED; 3TI CUFr. EAT G01If o I(ssl of (113ff )
\, N 32 55 00 �- `� FGM x11.3 07-25-2023 TOTAL AREA 1442 so Fr. I,�w2 SQYT:
MARIA G.XEF05 , W EX.5TKp LLN LOCATION BASED ON UPDATED _ _
5GT1�f RI 100EWELL -07 \ \ 93.87 i N 35°21'00" FNv �L A5-BUILT SURVEY BY .MI LAND NOTE:AREA BET1�l AM TO ao'OFFSET LINE= n;4o4 513FT.(o.2fi88AG)
PRIVATE WELL ` 38.03 5URVEYIN6,DATED 0'1-14-2025 LOT COVERAI SEAWARD OF
\ \ AM 100'OFFSET LINE- 034 50 PT.('IDS) 6M 5G1,FT.(5.111%)
EXIST. CONDITION - � -
EXI5TIN6 LOT BUILDABLE AREA COVERAGE GALcuLATIm
DEMO SITE PLAN 2a�, N� IN-GROUND 15 N/F NOTE, EXI5TIN6 CESSPOOL AND DWELLING AREA LANrbWArm OF GOASTN-ER091a1 WARD LINE(CW 13A4 SIRYT.(0.307tAG)
ABANDONMENT BY REMOVAL: C� DONAL GLAYTON LOCATION BASED ON 5URVEY BY PROP05M BUILVIN6 COVERAGE LANDWARD OF GBH- I442 5G1FFT.
MARTINE MAIORANA OW XX 38'L 5GTM No. 1000-031-14-15 STANL.EY L 15AKSB .R., DATED 10-20-2001 �`•ED BUdXN%LOT GO111E� OF485 04,19 V m
EXI5TIN6 SYSTEM TO BE ABANDONED BY REMOVING ALL RESIWAL q�, SGTM No.1000-031-14-13 PUBLIG WATER ALLOWABLE BALDING LOT G01/ERAI 20%OAM 50Prj (1)
20 10 0 20 40 60 5PWAI WASTES BY A LICVED WASTE HAI11A�,REMOMN6 THE MIRE PUBLIC,WATER � �
GRAPHIC SCALE 1" =20'-0' 5TR VV?E(5),BAGKFILLIW WITH SUITABLE SAND AND 6RAVEL MATERIAL, LOT REV. - - F"�'i
- _ _i _ - - -2023 EX15r - Z8A APPEAL �IN TO A DRYF�11.51W1 BE NSTAlED ON THE HIM WEILM TO w
AND PROPERLY COMPAG �; 7 CONDITIONS FOR APPRdVAL-
- - h ° 13 09 29 � I sttrrfR<i Nu LEAVERS N
517E PLAN EV15ED ON ORIGINAL 511RVEY BYr `� ,E55F'ooL PR13IEi1r RDOP IaJHOFf t'_
�''� �- - � - - = JM LAND�YIN6 0o EXISTI N6 2 A 6 fT LAPbSGpiPE BU#B2 OF NATIVE 6RA56r5 AND OTIB2 DRd16FIT TOLFRAHT NAIVE � �[ -
_ -- - 'S - - '- ��� - NTO,L5.AND JAG(�IJELINE MAItIE MINTO,L5. 2 STORY �� NOTE: EXISTING WELL LOCATION � �� PlAMN65 SUCH A6 R05A R1160raA 5HN1.BE ESTABL151�AAA THE I31KIfJ1D MIOVN6 ^ jL/ ('(�
_ _ _a � - _ __- ,IOFR•l MI BASED ON UPDATED AS-1�111LT Ib.�}' i^U RAILING � 1-I�' � LA}OYrAl�TOWN2D TEE PROPl75El)C7Y'flLN6 Fib 51W1 ESE GONTWL0115LY MAIHT/ht�. � O \fl
- __ � THTOWN, .Y.II787 RESIDENCE
43 SMI M
_ �-� - _ PHI�rE,(�3U-1�4�48aa 1 4.�, SURVEY BY JM LAND SURVEYING, REV. NOTE=
_ - _ - � = -_ _ _ __- � � DATED O1-14-2023 I.PROPIDS�LP E{!�TA1K SHALT.MAMAN 20'MRL SEPARAITOH FROM ALL SANiTPRY W m
_ -_ -_- -- � �� -_ - __ -- � ,�, 07-25-2023 NOTE: EX. WELL LOG. BASED 'KS .�, EXI5TIN6 I STY GOMPbI•BiTS Arn EX.PRIVATE WBJ_. � �
_ Ex.wrR � �/3 REV. ON UPD AS-Bt�LT SURVEY BY rp'� ��,, R�ID�E I^v LOFT z No STa2Ft DR/�A6E STORAGE STid1cT1RB EX15T oM TiIS 517E [-� X Z W
� - _ __�- �_-- vLVS° ° °p �� 2/. '�� R.O.W. EX. L .1M LAND SURVEYING,DATED ",' • TtREP(?�4.?;kS358s'LD.LEIIGHN6 c�l►LLEYS PRE PROVIDED FOR ROOF RUNOFF
" IUSE 07-25-2023 _ _2O �+ \ + • ALL Ga�oNerl5 MAINTAN A lo'SEZ'ARATION HWM ALL PROF05ED SANITARY SiTfd1GTUF�S.
S38°44 00 E 7 IMF 23 O
e 9 0
r UNKNOWN) EX BUILDING TAPE : , EX WD 1
FioaI Deed,more or less 242.45 y.
° : EX-CABANA EX.WELL 2L2' POLE DEGK �� O
N 35 49'S0"W
=T= Ap. Actual 1 W
95 96 (INACTIVE) PR[T/I 30 4'
S 38°44'00"E 22 a '
12 I w 106 60'-- R»'MNrS� S 38°44'00" E 142 69' :
2bx _ PRt7P.� ae PWR/GOMM`� E iD E KHD
EX.GRVL 15 1 TOB�f.7
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REV.
AS-BUILT SURVEY BY H LAND m - � y�t��'"" !- �. 4vs LP TANK To PROP.►�L 'i 1 --
- 07-25-2023 5URVEYIN6,DATED 01 14-2023 EXI57IN6
x� w 48.3, � IN-GROUND � •�- � id\\ �O � ` ,�. � / �w \ 'Ia6FEf � __}r�i �' %`__ ,
__ - � �L - , �- _ _ _� - � Q• .. � EX. N � POOL u� _ �" - � ape }1 1. ��v� 4FWAY o , 1 ram`• Y f'
_ _ - --- WELL 18'W X 38 L n PROP05BD a - i -
- PUMP PRIv ' ECM \ 2 STY FR 4�\
_- -
EXISTING / �{I
O O 12F' .� � \ I �
{, ATE►"ELL A_o r B 0 222'AGT Y
2O�ppN :L-�� DWELLING ,� I '� �• ,i � ,�; \ �• 1 r•n _ - _ : r,,
9 RE51 DENGE _ -1 MU BA5ET1ENi �1 l� _ t €i
_ - -- -- �- �: � _- ---_ -- � NOTE: EXI5TIN6 PRIVATE WELL 7� ;, �1 -.L��;'�� � o� 6 s �� 1 � �- / /;/� � - �c► � = ti _ �-
-_ �_ �- _ _� ,�' _ s. _ ,� LOCATION BASED ON UPDAT® ��' -- f _ � �� ,, p � .�, /;'/i � •��R.O.W. � y 1 - - ;,
-
�=�`° � _ =_- - - - _ -_ _ �_ ___ � SURVEYING,DATED Or1-14-2023 �� 50FIA ANTONIA515 MIN �-�:• -�. `I: :f--.� m 1-' 0�''� �.p Sri � /; +. �p _ _
��-�� � •� ,�, SGTM No. _ - �� \ I � T0�• o \,�' / ; \ less 15.78' �, d - .� a
' 1000-031-14-008.1
M PRIVATE WELL 2I. W --T'- PRO?W6
- - o M b'MM EXPI ,`� 10W GAL 0 � EX PRIVATE WB1 2
- _ O.q' N 35° " GARAGE O
- _ = 21)M �t r�-1
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NG MFOUn+D Go 23 i60Do �4.�, Z I IEXPI F1 N BARRIER . 1\_ '° 1 q i/ \ TER uNl= ro BE REMOVED
T
A ; E�5T1N6 A801tE GRADE ELFSC.T121GAL AND
-� - - - - I _ fl20�M u �PROPTo132TY
ELEv wA aMEAD
D 21 O" `.-"- � •'� � � PROP.SILT FEN 'm �%�' �` N Z
- 7.0
ee @
MARIA G. XEF05 d 4
_ _ 4.62
OO
FND
-=-=� ��_ =_-_-- _- - _- _- __ 1° \•� s •�" •\ 1 N 38. Y� Q � - IL/ ILL
--_ �-- _- - --- _ __ __ EXISTING •\ ` �
-
�� z
- - r
- _
1� MOM
a) ��` �• � FOR ADDITIONAL INFORMATION-! �
- _ -
- EX. �p FOR PROP05ED DEMOLITION;
-
- _ � _ PRIVATE I •p1\�� � SEE EXI5TIN6 CONDITION r �
- - _ _ - - -- - - __- WELL c'T � I � � •
_ NOTE, EXI5TIN6 PRIVATE WI=1.1. S N
DEMOLITION SITE PLAN THIS DWG. 0
�- - LOCATION BASED ON UPDATED I I t
A -BUILT SI.RVEY BY JM LAND FOR PROPOSED SANITARY WORK; p"' }- z W
I-
���. EXIST � SEE PROPOSED SANIT�4RY SITE PLAN,
- -- - -_ _ = EX.sT 1 ; orTH 5 DW6 5P2
REV. 07-25-2023
AREA OF DISTURBANCE:
EXISTING CONDITION W/ PROPOSED WORK OVERLAY REV. 0�-14-2023 1o,66s sQ.h-r., 0.2449ac P GE:
=gin . _ - NEIGHBORING PROPERTIES / PRIVATE WELLS EXIST. SANITARY 5Y5TEM LOCATION GOWIRMED
FOR ADDITIONAL INFO:
FLOOD ZONE KEY MAP r-°°D 2 . �'
PER SGDHS APPROVED 5UR`JEY BY � ..,ExlSr 1
FEMA MAP No.361C8GOOfi4H NATHAN TAFT CORWIN III,LAND 5URVEYOR E / I, � ARGHITE-GTURAL ORAWIN65 FOR
ZZ= DATED OGT 18,20t71,LAST REV'D AU6. IQ,2013 l Ti LP PROPOSHV PRIVATE RESVEWE
BY.GREY T. BUT11 R,P.G., P,G. SPI
20 10 0 20 40 60 80 100 \
300' 150 0 500 600 1100 1,200 6RAiPHIG 50ALE 1" = 20'-0"
6RAPHIG 51 I" °30011 RECORD ID: R-21-1661 O
N/F ? NOTE: EXISTING CESSPOOL AND DWELLING COMPACTION NOTES:
DONAL GLAYI"ON o EXI5TiN6 I STY LOCATION BASED ON SURVEY BY 51.3 GRADE EN61NE ER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED,IF ANY. POOLS,BASEMENTS,ETC.SHALL GOMPLY WITH TH15 SECTION ALSO. _= _-_- -= _-__
SGTM N0. m lon
RESIDENCE W/LOFT y r GENERAL 2.MAINTAINING DRY SITE GU•IDITION5: 8. BACKPILLIN5 TRET�HE5: -_ -
EX BUILDING l000 031-14 IS EX YNV Ex. � STANLEY J. 15AK5EN JR, DATED 10-20-2001
I r I. IN ORDER FOR THE PAVEMENT TO BE DURABLE,THE SUB 6RADE MUST BE PROPERLY DURN6 PREPARATION OF THE 5UB GRADE AND UNTIL THE PAVING 6 IN PLACE,THE BAGKFILL FOR UTILITY TRENGHES SHALL BE W LL-6RADED,GLEAN,FRE5IWATER €--"—==_ tYI
26'2' PUBLIC WATER 3-T.5' DECK 1 STONE j PREPARED. THE CONTRACTOR SHALL PREPARE THE SUB GRADE IN ACGORDANGE CONTRACTOR 5HALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND TO SAND,FREE OF 5ILT AND CLAY PARTICLES.BAGKFILLIN6 SHALL OGUIR IMMEbIATELY
EX.WELL EX 3u.4 WALK Ex. DOCK WITH THESE 5PEGIFIGATION5,U51N6 THE NEGE55ARY MEAN5 AND MATERIALS TO MAINTAIN A DRY 51TE CONDITION.5"MEA5URE5 514ALL IWCLUDE PUMPING OF AFTER THE LIFE OR CONDUIT 15 IN PLAGE TO PRECLUDE GAVIN6 OF THE TRENCH ___
w (INACTIVE) xl2.b �'� S 38°44'00" E 142.69' - 1 PROVIDE THE SPECIFIED RESULTS. NOTHING IN THE FOLLOWING SITUATIONS GAN BE FREE SURFACE WATER,MINOR HAN7 Aim/OR MACHINE 5HAPIN6 TO FACILITATE SIDES. PRIOR TO INSTALLATION OF TFE LINE OR CONLUIT,A 4 INCH CUSHION OF SNV =� a"�__ O p 40
��- - _
FORESEEN. THEREFORE,NOTHING IN THE FOLIAWIN6 SHALL RELIEVE THE WATER REMOVAL,AND OTHER OPERATION5 TO SPEED DRYING. SHALL BE PROVIDED. Of NSW YX CI'Y
r CONTRACTOR OF THE RE5PON51BILITY TO NOTIFY THE E146INE ERR OF SPECIAL 3.NATIVE 501L GOMPAGTION: a. AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED AS WLE55ARY WITH &SONG RAND
453"RIGHT REV.
��RIISIiT TDB=q.T W EX WD EULKHD ` PROBLEM5,AND IN THE END,TO PROVIDE A 50VRD SUB 6RADE. COHESIVE AND COHE5IONlE55 NATIVE 501L 5HALL BE COMPACTED TO q5%AND 100% 501L GOMPLYIN6 WITH THI5 SEGTION.EXCEPT THE TOP b INCHES SMALL BE NATIVE
�1 Q ==��1, �•, � �, �WAY �s 1 s ° 1 2,USING SOIL TEST DATA OF THE OPTIMUM DENSITY,RESPECTIVELY,PRIOR TO PLACEMENT OF FILL TGT'SOIL SUITABLE FOR GRASS. AREAS REQUIRING GUT SHALL AL50 BE PROVIDED 8�O"Z�Z"�'IBO 18I�
09-29-2023 O \ - v: A.AT ITS OPTION,THE EN61NEER MAY PROVIDE SOIL TEST INFORMATION TO THE 4.FILL 5ELEGTION AND GOMPAGTION: WITH b INGHE5 OF NATIVE TOP501L FOR GRASS. FINISH 6RADE FOR THESE AREAS — _ g- Q
�\ N38044 00"W 1 127.00' 9 N 1 `� GONTPAGTOR. IF PROVIDED,THE DATA WILL INGLUDE GLA551FVATION OF THE THE M05T C05T EFFEGTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: SMALL BE I INCH BELOW TOP OF CURB. AREAS 94ALL BE SLOPED TO DRAIN AT A www.dignetnycli.com or _ =.T_= -- p
=z _ _
------ --1�--_- � ` � 501E IN ACCORDANCE WITH THE UNIFIED 5011 GLA°f IFIGATION SYSTEM(A5TM -SAND-GRAVEL MIX(1.5 TO 396 FINES(0.02 MM AND G$R>Il), MAXIhA1M OF 4:1 UNLESS OTHERWISE INDICATED ON THE SITE OR GRADING PLAN. www.call811.com for other states �-
l7 n` D248-T). THE 516NIFIGANGE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. -CRAWLY SOIL 0 TO 6%FINES(0.02 MM AND GBR>8), 10.GOMf'AGTION TESTING --==��_=_- = !Q Q� F � 4-
NOTE: EXISTING SWIMMING POOL \ �' 233.09' EX W STEP5 1 By law,excavators and contractors — H IL > 6
B.50IL5 DE516NATEP AS HIGHLY EXPANSIVE(CHI,MHO,AND OH)MAY REGIUIRE -SANDY WL5 0 TO 6%FINES(0.02 MM AND GBR>6), THE ENGINEER WILL EN6A6E AN INDEPENDENT TESTING LABORATORY TO PERFORM(1)A _ � � p d
LOCATION BA5ED ON UPDATED 1 W/RAILING(BY 1 workingin the five boroughs of New
1 \ r LINE STABILIZATION AND/OR SELECTIVE REPLACEMENT WITH SUITABLE SOILS. 51GH -SILTY GRAVELY SOILS(b TO 10%FINES(002 MM AND GBR>8), STANDARD F'i?OGTOR TEST(A5TM DI551)ON THE Fltl MATERIAL(OR NATIVE SOIL g
\ ` o OWNER PROP (J> O SPECIAL TREATMENTS WILL BE DETAILED IN THE 517E BID DOCUMENTS IF THE G05T - I TY SANDY 501 5 b < > PROCTOR TEST(A5TM DL55T ON THE FILL MA York City and Nassau and Suffolk ___ __==— _______ _ � Y
AS-BUILT SURVEY BY JM LAND T .I 5 L 5 L ( TO 15As FINES OA2 MM AND GBR 8), ( ) MATERIAL(OR NATIVE 501E IF NO FILL IS Counties on Long Island must contact =_=- _ _==== -r= _ _ Z
LOT 8) R - ` 15 TO BE INGLUDED IN THE GONTRACTOR'S BASE BID. -GLAYEY GRAVEL SOILS(OVER 20%FINES<0.02 MM AND GBR>5), USED)AT LEAST 72 HOURS BEFORE THE GGNTRAGTOR INITIATES COMPACTION AND(y Di Net,1-800-272 4480 or 811 at least
SURVEYING, DATED 01-14-2023 \ ° s
\ �c �O O G.SOILS DESIGNATED A5 FN6HLY ORGANIC(OH,OLD,AND PT)MAY REdJIRE -CLAYEY SANDY 501L(OVER 2096 FINES<0.02 MM AND CBR>5), A NI CLEAR DENSITY 6AU6E(A5TM D2422 AND A5TM D30fi)OR SAND GONE(A5TM 48 hours but no more than 10 working �_= _3_�_ _ ;r �
EXISTING : ` U m N SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT 5. THE EN61HEER RE5ERVE5 THE R16HT TO HAVE 501L TEST5 PERFORMED TO CONFIRM D155b)TEST AT A MINIR M OF THREE RANDOMLY SELECTED LOGATION5 TO MEASURE days(excluding weekends and legal —_=_ ��—s— - ___—_ ___ p
IN-GROUND EXIST, SANITARY SYSTEM \ , O W OF THI5 TREATMENT WILL BE DETAILED IN THE SITE DOG11h1(NT5 IF THE G05T 15 TO THE SUITABILITY OF ANY F MA THE DEGREE OF MP holidays)prior to beginning any -_— '—
POOL 7ST \ ; N ` - BE INCLUDED IN THE CONTRACTOR'S BASE BID, T�� T+ CONTRACTOR 5HW15PREAD AND GO ACTION OF THE SURFACE 5UB6RADE IF THE RESULTS FROM mechanized digging or excavation work - -sue -=
to TO BE ABAWDONW PER 1 _ N COMPACT THE FILL MATERIAL IN b INCH MAXIMUM LIFTS. EAGH LIFT SHALL BE THIS TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET OR EXCEED THE DEGREE OF
HOLD D (� to ensure underground lines are
IS W x 38 L M r��y��r�SEE Bow ` 1 �i D.THE GONTRAGTUR SHALL IPSPEGT THE SUB GRADE AND NOTIFY THE ENGINEER COMPACTED TO 95AS OF THE OPTIMUM DENSITY. GOMPAGTION SHALL BE COMPACTION SPEUFI£D IN THIS SECTION THE COST of TESTING WILL i3E DEDUCTED LOCATION MAP:
\ 1 ° EX P05T 1 r OF ANY GONDITION5 REQUIRING 5PEGIAL CONSIDERATION NOT ADDRE55ED IN THE marked.Excavators and contractors
Mp NOTE,THI5 17Vkc� N �- *� AGGOMPLISHED AT NO l E55 THAN OPTIMUM MOISTURE CONTENT UP TO 2K WETTER, FROM THE CONTRACT AMOUNT,AND THE TESTING(2)WILL$E REPEATED. can also submit locate requests on-line,
Q °(TYP) Q �' " v 51TE BID DOGUMENT5. THE EXTRA G05T OF UNANTICIPATED REMOVAL WILL BE OPTIMUM DENSITY AND OPTIMUM MOISTURE GONTENT SHALL BE AS DETERMINED BY II. THE GONTRACTOR MUST REMOVE THE EXI5TIN6 SANITARY 5Y5TEM IN ACCORDANCE through ITIC.If you do not currently use SGAI E- I 600"-0' J -
\ BASED ON THE UNIT COSTS PROVIDED WITH THE BASE BID. THE G05T OF ASTM DI551. NO RUBBLE,TRASH,BOULDERS OR OTHE32 DE$RI5 WIL ALI OWED A5 WITH TF STANDARDS OF THE S.GD.HS. CONTRACTOR 15 RESPONSIBLE FOR ALL ITIC,please call 1-800-524-7603 for u �j
UNANTICIPATED LIME STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE FILL MATERIAL IN ANY 6A(5f, INSPEGTION5 AND s16N�OF SAME. more information. PROPOSED INNOVATIVE AND ALTERNATIVE
EK LP �" \ LOT fl NEGOTIATED. 6. FOR UNSTABLE 501L5 WITH LESS THAN 250 P5F GOHESION OR ULTIMATE BEARING 12. CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED CUT AND 8
E O CAPACITY OF LE55 THAN 500 P5F 6EOTEXTiLE FABRIC 5HALL BE INSTALLED IN ALL GERTIPIED AS EMPTY PRIOR TO RS1YATiON. For safe reasons,homeowners are
REV. 8.2 N ` SUB GRADE PREPARATION strongly encouraged to call as well ON
WASTEWATER TREATMENT
L UTILITY AND PIPING TRENCHES AND TANKHOLES TO REDUCE MIGRATION OF
\ 1 `C' FINE-6RAINED 501L AND 5EPARATE P15VHLAR PILL MATERIALS.THE GEOTEXTILE when planning any type of digging on
.. OS-14-2023 R.O.W. I.THE GONTRAGTOR 5HALL REMOVE ALL VEGETATION,5URPW5 SOIL,DEMOLITION MATERIAL SHALL OVERLAP ADJACENT 6EOTExnLE MATERIAL BY A MINIMUM GF 12• STORM DRAINAGE C A L C: their property.Homeowners can SITUATE AT: SANITARY SITE PLAN: -
W eRon
RUBBLE AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL$E contact us direct) at national
o al call before
eor
I \ Deed more or AS NECESSARY TO COVER THE INTENDED AREA 6EOTEXTILE FA$RIG SHALL$E VOLLK = AREA x RAINFALL x GOEffWWr by calling 811,the national call before EA6T MARION H.Y. ca
EXISTING PRIVATE WELL PROMPTLY HAULED FROM THE 517E AND DISPOSED OF IN ACCORDANCE WITH 6TFI30EX,TYPAR 3401,6TF150EX,OR TYPAR 3b01 A5 MARKETED BY EXXON you di number.For excavation work FLOOD ZONE- � � 'i `�` � r 1 R
2 �W 8
o m ° 1 less 15.78 6OVE-RNIW7 LAWS AND GODE5.THE CONTRACTOR SHALL SHAPE THE 5UB 6RADE IN RAINFALL=20 = OJ61' y l TOWN OF 50UTHOLD 1/B2TIGAL.DA1UM:NAV298 3F �O GMEMIGAL AT I-800 54 EXXON completed on personal property,it is K � Yp � t f1 Od2 HP/AT1dN '� 5
o� TO BE USED FOR TEST WELL, Actual 16.58 AGGORIDANGE WITH THE GRADING PLAN TAKING INTO ACCOUNT THE THICKNESS OF C'
r \ POST 7. $AGKFILLING TANKHOLES,ETC.: GOEFFIGIB�IT OP ROOF AREA/COVERED PORC.FFS= IA the contractor's responsibility-NOT the -
REV. o TO BE ABANDONED-NOTE 1 �� N38°44'00"W THE PAVING SYSTEM. THE TOLEPANGE OF THI5 ROUGH 6RADIN6 SHALL BE WITHIN BAGKALL FOR ANY EXISTING TANKHOL-E5 SHALL MEET THE REQUIRET ENT5 OF THI5 homeowner's-to contact DigNet. �J'GTM No: 100,0-1-14-o"2 W No.3()IQgC4064H-ZONE)(
`t u i LOCATION OF PEW 1 C' 1 I/2'HIGH TO I'LOW.DURING THI5 OPERATION THE CONTRACTOR SHIALL NOTE ANY 5EGTION.LIKEN5E,BAC.KNI-L FOR OTHER HOLE-5 LEPT BY REMOVAL OF SWMMiNG TRIBUTARY I: Having ut lity lines marked prior to Z�rjrj p�j��r� R �: N
07-25-2023 Z L 'ST PROP05ED WELL 1 \' L_ 1 Q 1 SOFT AREAS THAT BEGONE APPARENT AFTER TRAFFIC BY GONSTRI CTION �� ° b '�� digging is free of charge.
1 4 1 EQUIPMENT AND LOADED TRUCKS. SI1GH SOFT AREAS SHALL BE REPORTED TO THE �� , SITE ADORE 56: QR FEFZ1 Y QjER=
MW STOOPS PROPOSED ER05 ON * +r �--7 n EXISTING WM ROAD
YtiLN t STEPS �486 5QFf. IEA5T OP�I Nam(IW34 r MARIOt�, I
PROP.5ILT EX.5TORAa FOUWMATION TO BE 7° Z ` OVER PORC.FfS 425 5t�FT
GONTROL METHOD PEN BARRIER / CONTAINER To REMOVED AND FILLED n d � TOTAL RU14o:R AREA= 1,gg2 SQFT• SITE DATA:
IN5TALL 5ILT FENCE r L J BE RB-10vED ' TO MEET NATURAL GRADE,
\ SEE COMPACTION NOTES rn y AREA OF SITE: tr1,53236 SF.(0.403AG)
MNNTAIN UNTIL PROJECT EX SF® (THI5 DWG) ` p GALLUI..ATION: @ULDIN6 A Ar PR'EVIOLISLY CURRENT
GONIPIETION 17.15d03 TO 1 \ ` 0 IM2 5F.x 1.0 x 0.16-1 30 GUFT.
_ xl2b =r L \ L mow; � 1 TOTAL VOLUTE REQUIRED= 333 GUFT. �`�� �'�L
ENTV STOOPS Alb 5TEP5 46 5GLFr. 815(�IFT.
p O USE PSGAST STORM MTER LEACMNS GALLEYS- DYt-1LIN6 1,3TT SQFT 1,486 SOFT.
PIPE __-- — +u+ µ \ PROP, r r r PORG4E5 Do SOFT. 425 San.
-4 o r rr - —�_- SILT FEN ' 7� ` A REV. (2)4?5 x 85 x 35%(35 LIODP)PRECAST LEACAN6 GALLEYS �� �� �A
N35 2100 W BARRIER r o TOTAL VOLUME REWIRED: 333 GUFT.DEED 44.62', ACT. 45.42' __ _ '� 07-25-2023 TOTAL AREA 1,442 SQFT. I,CM SGi.PT.
- NOTE: EXISTING SWIMMING POOL TOTAL VOLUME PROVIDW; 311 CUPT. LOT GOV>=RASE DA851(851SCrJ OJg6 01316V
MARIA G.XEFOS .` \•, N 32°55'Op" W srrd FEN { � PCM,xn.3 �
'5GTM No.I000-031-14-C7 \ \ 93.87' `Nv PI LOCATION BASED ON UPDATED - -
PRIVATE Y4ELL � ` � N 35°21'00" N A5-BUILT SURVEY BY JM LAND
NOTE:AREA BETWEEN AM TO 100'OFFSET LIME= II,'10q SOFT.(02688AG)
\ \ 38.03' SURVEYING,DATED 01-142023 A�Loa OFFSET Litz:�� B34 SQFr.(toa�) 664 5G>'.FT.(5.�IAsJ
EXIST. CONDITION -
DEMO SITE PLAN
EXI5TIN6 LOT BUILDABLE AREA GONERA6E CALGUIl�T10N:
20.7' IN-GROUND N/F NOTEr EXI5TIN6 CESSPOOL AND DWELLING AREA L/MOM OF COASTAL EROSION RV_ARD LRE(GELD 13A4_CC, T.(0.3074AG)
ABANDONMENT BY REMOVAL: N/F POOL 15 DONAL GLAYTON LOCATION BASED ON 5URVEY BY PROP05M BIALDM6 COVERAGE LANvwAR2 OF Ca L IM 5GL[Fr.
MARTINS MAIORANA 18Y4 X 36'L PROPOSM BVLDM6 LOT GOV�6E: 014M(148 V � m
EXISTING SYSTEM TO BE ABANDOPED BY REMOVING ALL RESIDUAL 5GTM No. 1000-031-14-13 SGTM N0. 1000-031-14-15 STANLEY J. ISAKSEN JR,DATED 10-20-2001
20 10 O 20 40 60 5EW 49E WA5TE515Y A LICENSED WASTE HALII M REMOMN6 THE ENTIRE q�' PUBLIC,WATER PUBLIC WATER AU�OWABLE BiIILDIH6 LOT GOMER/1GE: ZOSG(?�b83 SG1PT�
O
6RAPH4IG SCALE I" 20'-0, 5TRU n$V5),BAG1<FILLIN6 WITH SUITABLE SAND AND 6RAVEL MATERIAL LOT REV.
AND PROPERLY COWAOnw.
Z8A APPEAL #067,CONDITIONS FOR APPROVAL:
09-29-2023 EX15T TEP N TO A DRI MI SKI BE N5TAl1FD OH TEE HBi DY81.N6 TO
`n 13 I ISIITTL-R5 ATd l
51TE PLAN BIASED ON ORI6INAL 5URVEY BYr Q 2 A�6 AFT W��GAPE�R aF W171VE 6RA5fi�Nb OTF�DROU6IR TOL�iNtT NATIVE W 1';
� -_ -- JM LAND 51JRVEYIN6 0o EXISTING �/EL
' NOTE= EXISTING �I I LOCATION �� �� PlJV1TN65 SUCH A5 R05A RU6o5rA SHALL BE PbTA8Ll51�AL,ON6 TIE)'I,UaEJ1D MOVIdEi � �/ lY�
0 =
--- PHONE- (630-124-4&32 40, REV. NOTE- X
DATED: 07-14-2023 DATED 07-14-2023 Y L PROP0��7 LP TANK SHALL MANTAl1 20'MN 5EPA1tATI0H RtO�f ALL 5JWTARY W m
07-25-2023 NOTE: Ex.Y�LI_ LOG. BrA5ED EXI5TIN6 I STY GOMPIOPBtTS MD EX PRIVATE NBL
�� - - �� - Ex htrR � � Z/3' � REV. ON UPD AS-BUILT SURVEY BY To� �, RESIDENCE W/LOFT _ 2 NO STORE DRANA6E 5T4RA6E STFIIIGiIRC'S EAST ON THIS 517E X Z �--
- ° 'D x' JM LAND SURVEYING,DATEDV '`A� n • THR�(?)4 b5r$3585'LD.LEACr�FIN6 6AI1Y5 ARE PRo1AD®FOR ROOF R{INOFF
- _ — ��' _ _- �� = 00 2/q• R.O.W. EX. L � • �
07-25-2023 01-14-2023 - � `� coMPlore�>s MAINTAN A lo'S1�ARATION Flaw ALl PROI�sE2 sANrrARr STRUGTLI2�
_
S38°44'00"E (USE
: UNKNOWN) EX BUILDIx6
- � � � - �-_ _ •_ � =_- -- -- - � EX_ P" '� Deed,more or less 242.45 TAP Exl � '� : ,� Ex wD ! � • = O
° A 1249 29'7 E BANA EX.WELL 26.2' POLE/ } DEGK
-_ _�-==-- _. _- - = _ = = ��� P5M •- N 35 49'S0'W ctua x.cA a� �
_ - n 95.96' 22 4 (INACTIVE)
\ - S 38°44'00"E 106.60' RE(i'NM5 S 38°44'00�E 142.69'5,11 6'RIGHT -4T
0 DRVWY OF WAY 15'W6 4T , 1• I roB 1 W (V
---------- Y - OF WAY 1 / EXkv STEPS W/
49 50 W - -------- -- ___ - N38°44'00"W OF WA 106.09' - - L T 3,j4' 8044 W 0-L S RAILING(13Y OWE
_ o „ �/ PROP LOT 8.1) 70 7
--101 _ ---a------------- --- -------------- ---Q— — -- �uTorrel----- L'-- —�,� 1
� 51T n Q .57' - N38 44'00"W ( 233.09r
/ r / s
--_. � ), � �- `. -ll�% � �
TU
- ETU
-.. / 7,
Ex.ST NOTE: EXI5TIN6 SWIMMIN6 POOL w _� pp a" \ OZNATE WELL
EXISTING
SEPTIC 5Y5. - - t �h LrOG.A5 51101•H
TIDN ON :��;• � � � •\ I `J >=NSINEf2:
— _- - Cs1RIVE HOLE }63
02 AS-BUILT SURVEY BY .M LAND � _• : - w � � '�
5-2 3 To PROP. v 1 _
4
n
ry EX. ��
s
- - __ _ _— � '��` _ - � - p .., WELL Ib X 121' a: � 1✓'F'.OP0�2 g\ a I � � O �� \ � .. O %��- ��C � f• L
tiE -
_
,� PUMP EXISTING //s, � PRNA� 222'AGT °- :L�� '1�� �• I � I �' � y \'/ �:o � N 9, f�J - tx
= - _ '� NOTE: EXI5TIN6 PRIVATE WELL
LOCATION BASED ON UPDATED
'F-.-y -_t` �,. �( / R.O.W.
AS-BUILT SURVEY BY JM LAND i I D _ ,g5(d' \ / / x Deed more or -
- SURVEYING,DATED 01-14-2023 0 5 = I r o C= /
VEY 6 D 50F•IA ANTONIAS -
_\ \\ \ I -1 O / \ less 15.78' 0 1 -�
j N� �'' _ I REV. 05-14-2023 `� ./'// �� Actual 16.58' ��T. ,F.E.
e� 1000 031 14-008.1 ,��'1-'•' �3'
PRIVATE WELL -L W v� r i,-1 �. .. pROp lib N38 44'00"W(
o in r f�J-7 IAQ2 6lU � � EX.PRIVATE Hal
_ EXIST
- _ ri EXPO LP TANK I
GONG ELK
o b MM IEXP� 1\ 05W I'm TB5T Yit31, i i
1 p
0.9' N 35 6ARA6E o LT N ARRIIgr+R. + " J ` 3 I T}p1� y /�� �� PROPbSW
ELEV. *""" Np !--
FROP 51 FE
P 0 5►LT #� ►� FHL i I;NOH-�BUFFB2
- -
- _ -- FOUND GANG. s 2�4i6(bo Z EXPO FEN BARBER `A
IEXPI I I ti I\ r \ .�a�t j MTER LINE TO BE REMOVED
Mox. 35°21'00"E _j '- %
\ �DaSTIN6 ABOVE 6RADE ELECTRICAL AND Z
i WATBZ LIPES ATTACifD TO BULi3fAD
- _ Fx2
�� LOT 27 _ E 26 PIPE a � -�`'���1 `w, �.,�11'D(• � < / ,
� � \ . � FROM PROPBtTY � CO
--
GM
7 IY O
93. I Q
8 ' �
_ X
_ - — __ __—_ EXISTING
I90'om-SET mom
IRATE W�4LOT,aI FOR ADDITIONAL INFORMATION...
— _ _ _ EX. ��' FOR PROPOSED DEMOLITION; W m c� N O
PRIVA
_ _ = WELLTE SEE EXISTING CONDITION --
_-: _ NOTE- EXI5TIN5 PRIVATE WELL DEMOLITION SITE LA DWG N
=2 _ - - - LOCATION BASED ON UPDATED PLAN,I P THI5 a O z
s - - - -
_�
- V�rin16, DATEv o�i 2� FOR PROPOSED SANITARY WORK; w
-, EX15T SEE PROPOSED SANITARY 51TE PLAN LQ— —
"#' = _ _- _ ` Ex.5T t iH SEE DWG 5P2
- _ REV. 07-25-2023Zin
- -
AREA OF DISTURBANCE:
10,668 SQ.FT., 0.2449ac
— — —
=_ EXISTING CONDITION W/ PROPOSED WORK OVERLAY - - I PAGE•
REV OS 14 2023
: : - NEIGHBORING PROPERTIES / PRIVATE WELLS x2 APPROVEDMSURILOCATION
CONFIRMED
„5 FOR ADDITIONAL INFO:
FLOOD ZONE KEY MAP �M No•ib1 4HPER I�2 5T°RY fitME
NATHAN TAFT GORWIN III,LAND SURVEYOR /, 1 `r;E LP r\ r SEE ARCHITECTURAL DRAWINGS FOR
DATED OCT A 2001,LAST REVb AU6. 14,2013 ExlST J PROPOSED PRIVATE RENDENGE
ALP/ BY MfREY T. BUTLER,PL, P.G.
SPI
20 10 O 20 40 60 8o 100
300 1 150 0 - 600 ` 1"-30OO 0''--0' GRAPHIC SCALE I" = 20'-0" SCDHS RECORD ID: R-21-1661
Of 3