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TR-9931
Glenn Goldsmith,President SOF so Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President �o� ®l® P.O. Box 1179 Eric Sepenoski l Southold, New York 11971 Liz Gillooly coa Telephone(631) 765-1892 Elizabeth Peeples �l� a@ Fax(631) 765-6641 COUNTY, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2047 C Date: July 17, 2023 THIS CERTIFIES that the demolition of existing one-story, 768 sf, single-family dwelling, and construct farther from wetlands a new two-story, 648 sf, single-family dwelling with 12 sf front porch and steps 1302 sf attached deck and basement entry; remove existing nonconforming septic system,and install new UA OWTS sanitary system outside Chapter 275 jurisdiction• install a drainage system of dMyells to collect and recharge roof runoff and establish and perpetually maintain a 50' wide non- disturbance buffer adjacent to the freshwater wetland boundary, removal of one(1)oak tree; At 1420 Trumans Path, East Marion Suffolk County Tax Map#1000-31-12-12 Conforms to the application for a Trustees Permit heretofore filed in this i office Dated April 30, 2021 pursuant to which Trustees Wetland Permit#9931 Dated June 16, 2021,was issued and Amended on October 20,2021 and conforms to all the-requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing_one-story 768 sf, single-family dwelling, and construct farther from wetlands a new two-story 648 sf, single-family dwelling with 12 sf front porch and steps 302 sf attached deck and basement entry remove existing nonconforming septic system, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff and establish and perpetually maintain a 50'wide non- disturbance buffer adjacent to the freshwater wetland boundary;removal of one(1) oak tree. The certificate is issued to 1420 Trumans Path, LLC owner of the aforesaid property. a ' Authorized Signature �F� At EN-CONSULTANTS VL FJJU U December 13, 2021OR 1 7 2{} I Board of Trustees Southold Lown Town of Southold Bord of Twtees P.O. Box 1179 Southold,NY 11971 Attn.: Elizabeth Cantrell Re: 1420 Truman's Path,LLC- Wetland Permit#9931 Dear Ms. Cantrell: In satisfaction of the Special Conditions of the above captioned permit, the required Declaration of Covenant was recorded in the Office of the Suffolk County Clerk on December 9, 2021. A copy of the recorded document is enclosed for your file. Z tfully ours, ephens Enclosure cc: 1420 Truman's Path, LLC 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting a CC#: C21-34010 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 12/09/2021 under Liber D00013133 and Page 471 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 12/09/2021 SUFFOLK COUNTY CLERK ' JUDITH A.PASCALE DEC 1 7 2021 Seutnid 7ovin and ofi Trustees SEAL I IIIIIII IIII VIII VIII VIII VIII VIII VIII VIII IIII'�II�L-' E n V L !L IIIIIIIIIIIIIIIIIIIIIIIII DEC 1 7 2021 SUFFOLK COUNTY CLERK Soutno!d Tonin RECORDS OFFICE ardofTrustees RECORDING PAGE Type of Instrument: DECLARATION Recorded: 12/09/2021 Number of Pages : 17 At: 02 :20 : 43 PM Receipt Number : 21-0208718 LIBER: D00013133 PAGE : 471 District: Section: Block: Lot: 1000 031 . 00 12 .00 012 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $85. 00 NO Handling $20 .00 NO COE $5.00 NO NYS SRCHG $15 .00 NO TP-584 $0 . 00 NO Notation $0 .00 NO Cert.Copies $11 . 05 NO RPT $200 .00 NO Fees Paid $336.05 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County c RECORDED Number of pages 2021 Dec 09 0*2,�2043 P111,11 CLERK �r This document will be public SUFFOLK !_OUt- ly record. Please remove all L D00013133 Social Security Lumbers F 471 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee ) Mortgage Amt. Handling 20. 00 1.Basic Tax 2. Additio TP-584 Sub Total Notation Spec./Assit. 1 EA-52 17(County) Sub Total or DEC T 7Spec./Ad 2021 EA-5217(State) TOT. MTG. AX au i it uo-vuT n— R.P.T.S.A. Dual To:at puaJ_ � y ®� Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit � - . Mansion Tax entified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 Sub Total 3 family dwelling only. YES or NO Other �s5 Grand Total :3 If NO, see appropriate tax clause on page# of this instrument. 4703229 1000 03100 1200 012000 4 Dist. 100( D 5 Community Preservation Fund P Real Property RMI q IIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIII Consideration Amount Tax Service 01-DEC-21 Agency CPF Tax Due $ Verification 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address Improved RECORD&RETURN TO: Vacant Land TD En-Consultants 1319 North Sea Road TD Southampton, NY 11968 TD Mail to:Judith A. Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolk.countyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenants made by: (SPECIFY TYPE OF INSTRUMENT) 1420 Truman's Path LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of _Southold Town of Southold In the VILLAGE Board of Tnistees or HAMLET of East Marion BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over DECLARATION OF COVENANTS THIS DECLARATION made this day of_ho Vck,b er2021,by 1420 Truman's Path, LLC,whose mailing address is c/o Elizabeth O'Reilly,Member,PO Box 544,Truman's Path,East Marion, NY 11939,hereinafter referred to as"DECLARANT": WITNESSETH: WHEREAS,DECLARANT is the owner of certain real property located at 1420 Truman's Path, East Marion,Town of Southold,County of Suffolk, State of New York,described in the Suffolk County Tax Map as District 1000, Section 31,Block 12,Lot 12,which is more particularly bounded and described as set forth in Schedule"A" annexed hereto,hereinafter referred to as the Property; and WHEREAS,the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the"Trustees")pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor,and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; and WHEREAS,the DECLARANT therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities;and WHEREAS,on June 16,2021,the Trustees approved the application and issued a permit with terms and conditions;and on October 20,2021 approved and issued an amended permit;and WHEREAS,the issued permit,amended permit, terms and conditions of the permit,as well as the site plan prepared by Jeffrey T,Butler,P.E.,P.C.,last dated August 13,2021,and stamped approved on October 20,2021,upon which the amended permit is based,are annexed hereto as Schedule`B;"and WHEREAS,as a condition of the granting of a Wetlands Permit to undertake such regulated activities,the Trustees required that the fifty foot wide"non-disturbance buffer"be established and perpetually maintained adjacent to the freshwater wetlands boundary;and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be in the best interests of the DECLARANT and subsequent owners of the Property. NOW,THEREFORE,the DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities a fifty foot wide "non disturbance buffer"as defined by Chapter 275 of the Town Code, shall be established and perpetually maintained adjacent to the freshwater wetlands boundary,as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated August 13,2021,and stamped approved on October 20,2021. 2) The DECLARANT shall at all times comply with the Terms and Conditions of the permit, a copy of which is attached hereto in Schedule`B"annexed hereto. 3) These covenants shall run with the land and shall be binding on the DECLARANT,their heirs,assigns,purchasers,or successors in interest and may be modified only upon resolution of the Board of Trustees. (This space left blank intentionally) 2 IN WITNESS WHEREOF,the owners have duly executed this instrument this day of /I6tfGyabG,ic ,2021. 1420 Truman Path,LLC By klizabeth O'Reilly,Membei 3STATE OF 4/&W 6 I- COUNTY OF ss: On theme dray of Alovemjax, in the year 2021,before me the undersigned, a Notary Public in and for said State,personally appeared Elizabeth-O'Reflly personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. No Public JAMES :.-A ATLIFF J.Notary'Putillc;:.State df N:.ei4l*dtk. Registration#b2RA4920986.',,- Qualified in Kings C my Commission Expires g 4 3 SCHEDULE A ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold at East Marion, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the westerly line of a strip of land 25 feet in width and known as Truman's Path where the division line between the premises herein described and land of Kniep,lying to the south thereof intersects said Truman's Path,and from said point of beginning the following courses and distances:; RUNNING THENCE South 64 degrees 05 minutes 40 seconds west along the northerly line of said land of Kniep 100 feet to an iron pipe used as a monument; THENCE south 25 degrees 54 minutes 20 seconds east along the westerly line of land of said Kniep 76 feet to an iron pipe; THENCE south 64 degrees 05 minutes 40 seconds west along land of Schmitt, formerly of Williams, 219.03 feet to Marion Lake; THENCE north 2 degrees 03 minutes 53 seconds west along Marion Lake 54.33 feet; THENCE north 35 degrees 54 minutes 47 seconds west continuing along Marion Lake 54.13 feet; THENCE north 4 degrees 05 minutes 40 seconds east along said land of A.Kreib 188.68 feet; THENCE south 86 degrees 56 minutes 00 seconds east 24.77 feet to an iron pipe; THENCE north 64 degrees 05 minutes 40 seconds east 96.13 feet to the westerly side of Truman's Path, said last two course and distances being along land now or formerly of Schmitt; THENCE south 25 degrees 54 minutes 20 seconds east along said Truman's Path 15 feet to the point or place of BEGINNING. Subject to a right-of-way 15 feet in width lying southerly of said land of Schmitt to land of A.Kreib for the use and benefit of the property of A.Kreib. TOGETHER WITH a right of way of over the said 25 foot road known as Truman's Path from the Main Road to a point marking lands now or formerly of Vail; THENCE southwesterly about 335 feet and THENCE southeasterly about 200 feet to the Bay,said right-of-way being but 16 feet in width at the northerly.end,,and the::southerly portion thereof being of varying widths,said_.right-vf way beiing the same right-of-way..described in a certaiti deed from Roger K.Williams to Earl K.Williams bearing date.the.28`s day of August, 1959 and recorded in the Suffolk County Clerk's Office on the 28th day of August, 1959 in Liber 4683 of Deeds at page 370, 381 and 372 as described at the foot of page 371. 4 SCHEDULE B RN 1100—T�r .Y� !viu.3r3tkva�>tH.w.e.xtbr%•rars.P.a�.'+url.,Paouuarr»rWakrtsa•« t .0.74vuluft.t!t+4t!+rl .Imv. sx s••a z°�:xrai§i ,tx> "r�r".-�ar�aa�pe""�:ts, ':, u '7'rz';��.w� .`":�s•:. n :Z��` ., " • � I 4 q ' BOARD OF SOUTHOLD TOWN TRUSTEES i } y„r SOUTHOLD,NEW YORK ° PERMIT NO.9931 DATE: JUNE 16.2021 ISSUED TO: 1420 TRUMANS PATH,LLC PROPERTY ADDRESS: 1420 TRUMANS 1'AT1I.EAST MARION tY SCTM#.1000-3I-12-t2. t . AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in is t°.• s accordance with the Resolution of the Board of Trustees adopted at the meeting held on June16.2021and in r consideration of application fee in the sum of$Zj0.0Q.paid by 1420 Tiutnhns Path..LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: a ; Wetland Permit to demolish existing one-story,768 sf,single-family dwelling,and construct farther from wetlands a new two-story,648 sf,single-family dwelling with 12 sf front porch and steps,302 sf attached deck,and basement entry; remove existing nonconforming septic system, and install new UA OWTS sanitary system outside Chapter 275 jurisdiction;install a drainage _• ' r system of drywells to collect and recharge roof runoff; and establish and perpetually maintain a _� Y 50'wide non-disturbance buffer adjacent to the freshwater wetland boundary; and as depicted { on the site plan prepared by Jeffrey T.Butler,P.E.,P.C,, received on June 16,2021 and 'a ' stamped approved on June 16,2021. iN IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 16th day of June,2021. r 4. ' �$u�flD��► % Nhr r al • . ': s � , SE 1,�J %UY p',ffi56�` '�bk'usSL;NrA `T4 AbY Y .xaF flr,i m ,per, t rt, r Page 2 of 12 TERMS AND CONDITIONS The Permittee, 1420 Trumans Path LLC,i-esiditlg at 142Q'Crumans Patb Past Mai tan;I�jew York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3.: That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That thereshall be no interference with the right of the public to pass and repass along the beach between high and law water marks. 7.. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9.. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. ro p w 0 Na 0 u THO L77TRUSTEES ti iss. ued To Date. 6. . Address '4w .T*wM- s ,?*Wi ' F- THIS, NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFiCE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765.1892 Page 4 of 12 Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES October 21, 2021 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: 1420 TRUMANS PATH, LLC 1420 TRUMANS PATH, EAST MARION SCTMA 1000-31-12-12 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 20, 2021. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9931 to situate the proposed dwelling approximately 18 feet north of its currently approved location; and to remove one (1) oak tree; and as depicted on the site plan prepared by Jeffrey T. Butler, last dated August 13, 2021 and stamped approved on October 20, 2021. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, .41 itA� Glenn Goldsmith President, Board of Trustees GG/dd Page 5 of 12 PROPERTY LINE- PRINCIPLE INEPRINCIPLE YO SETBACK — -. , •.._ • • — PROP SANITARY PIPE �a,---------ss DEMOLISHED OBJECT(TBW -- -- - PROP.STORM DRAIK66E PIPE — PROP U/6 WATER SERVICE W N EXISTING WATER MAIN EXISTING OVERHEAD UTILITY LINE: — PROP.U/6 E.ECTRIGAL/COMMINIGATION SERVICE LINES- —u®—oa—w—m— PROPOSED SANITARY SYSTEM. HYDRO-ACTION C COVER TO6RAUE AA OWTS Oder COVER UN SPADE LEACHINS EXPANSION POOL �' , POOL - ' EXISTING SPOT E.EV- x6A 1 LP •".1 � •'.i V f/ t E.„P •: EXISTING CONTOUR TO BE REWORKEDi 16T HOLE {�- 6.... Y EXISTING C 011% FIWJED FLOOR REV RFUL.= _ 6 f &RASE FIOOR REV 6A11 = PROP.CONTOUR: LAND WF OF ARII2UMI 4 BERRY E)a5iIN5 U1ILITT POLE '7� M ELLING PROP.SPOT ELEV.. xB.O PUBLIC WATER PROPbS[S7 STORM DRIVNA6E STAUGTUlZi� STO"4A7M LEAGHIN6 POOL -EU (5>�.DWltr.POWt covt�It REf,1MT5) , ; �t0 V O OPEN C VE R TO 6RADE O SOLID COVER TO 6RADE SOLID COVW BELOW SPADE ` l �EPAkAmDI5T14 a 1 �F6RMWATFR,LEM14I 6,MGITJWS FRESM6 ER • ��� DELMATED BY' r EN-CONSULTANTS FORTCt}7I7�►ktLa LEAt�{� pOb ON.UNE 26,2018 FROPERTY LINE=S'MINIMUM s 1 WILDIN65 WITH CELLAR=10'MINIMUM ° ' .i }•' ✓' BUILDINSS ON SLAB=5'MINIMUM WATER SERVICE LINEMTERALSMAINSIO' MPUMUM / UNDER6ROUND UTILITIES=W MINIKH `. -;t, SANITARY SEPTIC TANK=20'MINIMUM 'pO SANITARY LEAGNNS POOL=2O'MINIMIM PUMP STATION=20'MINIMUM �� •�. �' t4ANHOLE=20'MINIMUM PRIVATE WELLS=50'MINIMUM RETAININS WALLS=10'MINIMUM � STORA6E TANKS(BELOW 6ROUND)=20' �\ •\ ..r. �_ I�Cl�-�-PeB$11ON DiSTA�F�i Fpt2 � . LINAGE WATEIR SERVICE LINEW AIERAI-OWNS=5'MIN UNDERGROUND UTILITIES=W MINIMUM =r-m. 6 DIST` AW STM4 WATER SERVICE LINES■16'MINHH `y O SANITARY WASTE LINES-16”MINIMUM (J Page 6 of 12 ti VACANT 60' LAND N/F OF REINNAROT DWELLING PRaPaSED PUBLIC WATER EE) �RD�}C)N_GN'fRL Mi=i45t1FLP1 PROVIDE STABILIZED P_OM:AND`GOl i�dl�tIGATIOM, CONSTM11ON ENTRANCE TAP POLE FOR GONai.TION TO PIOWlR INSTALL PER DETAIL,DNS 5P4 f'�* AND COpMWATION SERVICES,RUN UNDER BROW LINES IN COMMON TRUCH S 8605610011 PER PIRWO RIS R&WIREMETti5 $ ^C? �";r z *- ^. 24.77' 7''=� " :' PROPOSED EX.U`nL �. .•u!• r " UNDERGROUND P�WFR/ r�aiE r •�';";'�'•,' "J Q, INSTALL IN COMM ���f' O '" .q Q5 ON UTILITY TRENCH ' -���:�'�''� ''� �'" � DO p�py����••,,�� (Sly TRENCH DETAIL DW 5P41 ;i�.. � "�+1'-•R.� x� r'.��,••�'::�:?^`.. 1 LJwJIO13ytiii.IFVJL�S = fji� a, '. r' .wM•• "�. .g/§4'•��•' PPDVIDE SILT FENCE BARRIER ``: ': ►,!�, x, '4b ,* r'`'/t'` e DRIP LINE OF TREES(M OF4) �o" v� P05To �b :`t�"a�:fiydr '.�;.,:..,••+�. SEE STANDARD ANDSPEFiCATioNS OJOM5D f"WTERL_I FOR PROTECTING Vfi6ETATION DURING `� Y.;y;.a' ���%s'•» ,;1, INSTALL PER S6WA REte1UIRE CONSTRUCTION ON DW6 5P4 SEE DETAIL ON DW6 SP4 Y �,7P0 [7 PERVtO[1S..E / T> IN PLACE OF EX.DIRT ORIV . }'' � la U �, :,�: �. � f'ROPO5ED.5TORM DR'A � ;. �� 15PO 'LD.L.P. TEST TO.REM N Z I NOLUP�FOR ROOF RUNOFF (�$ HOLE PROPQbEp ERO91aN'GG -1.. xITS !C , "` S` PROVIDE SILT FENCE BARRH 1 y " DBL 02V OAK "' �` yt r», � 1: INSTALL PER DETAIL,DW6 51 P, +' TO REMAIN 471 ROP.2 STY, +t3 Q ETU , :A FR DWL6 `ro: 'C1)48V OAK PROP. WiBA Nf .PT ~xl�b 1 `LP, + •TREES TO REMAIN ` �y F ��r� !8 g 220 IA Q SITE SNO ANITA' Y .00 � TREATMENT SYS. - - - FOR ADD'L INFO 5EE 5P2ti' "« 14 FOR SANITARY DETAILS4A -� SEE DWS 5P9 { 35tb'COVERED PORCH ENTRY < - •14; �' W/STEPS t RAIL TO GORE,10 5G1FT. .LtVi' f RO .:AREA 1;246 SOFT. (f'ER TD.SOIMMO DEFINITION)" Dom •�� `� J . 50' ,, '� Ltd'„�- BASET"»EIT ENTRANCE AREA A�B? LAND WF OF COLOMBO lNATtAtHL ' ” t t:.ta DWELLING PUBLIC WATER Page 7 of 12 N� Y C+• NOTE YOCiLIVT1�J'lGiTO�s' ti 11 PROVIDE 25 GU.YDS OF RATEABLE SOIL(5W OR 5F S250 54 20 E PER ASTM STANDARDS)FOR THE PURPOSE OF 15.001 UNSUITABLEREPLACINS SOILS STORM DRAINAGEE LAGNIR PROPOSE 6 POOL GOLLA "% 517E 15 FILL NEUTRAL. PROP05M FILU6RADING C .MATER 5ERVICGE 40MEC;TIONr THE SANITARY SYSTEM WILL UTILIZE EXCAVATED �. TAP EXISTING WA7132 MAIN IN STREET MATERIAL 015PLAGED DUE TO INSTALLATION OF SANITARY AND STORM WATER COMPONENTS. ;+� PROMDE WATER LINE TO PROP05m �oOGj `�, "LF WATER MEM SEE SCDHS SET,0146 I OF 1 FOR CALCULATIONS, 6 PROPOSED 0E516N AND'RELWREMENTS FOR POP05H2 WATER- LINE SERVIGEI REPLACEMENT OF NON-RATEABLE SOILS. 01- IWN PROPOSD WATER LINE TO MAIN IN • :;;,'.' `a STREET,CONNECT TO PROPOSED METER �• »s`:°' '' ',A IN EXI5TIN6 VAULT AS st ''"Y .' x'. SHOWN ti.,.s s' MEET 5GONS AND SCM TO REMAIN EL 1,731 0 0'0 GRADE EX151IN6 WATER-METER VAULT:. Pole ftm 5114 5 INSTALL WATER SERVICE METER PER EL.143' — 3.0' EX SGWA REQUIRB4ENT5 v+aL Brokn clagag sold i ` EL 115' — 60 EX151IN6 PRIVATE TO BE USED FOR IRRI6AT10N PURPOSES Pala Brom Fhe'5a 1Q�• (SP) MY — LAND N/F OF ,� '� F1.IA' . 5TEPHANIE t WILLIAM rp !' Mater In 6OR6A / __R LINE OPELUNG �' Pale BrONn ft WIRIMTS PISL6 KATER 1. . : (SP) iP4 EL 05' . 17.0' .)Us 16-�RAVEL DRIVEWAY i ' t� ORIM34AY TEST HOLE [RAINA6F.L8{rF11N6 5Y5_ PRFORMED ON,12-I0-2018,BAM PU3w;ORI w or WPONALD 6BOwe GE 6ROUI✓bWAT M EWCOI LATER®a EL.10 INOFF ONLY) NI6FST EXPECT®6ROlMWATER a EL;1_ LAND N/F OF JOHN I TERRY GORGA $ARRIER PHELLNC7 PROPOSED INS 51*4 PUBLIC WATER AREA OED M2,336 sgft(0.2832 ac) r VAGANT 60' / Q+0 Page 8 of 12 sR 5P POSED N OVER OF W. L5, o ...r.: SITE LOCATION o r 5111 Sand(W saw(5C) p WSand ,_,-+ !CATJON MAP: NO• i O SCALE o N P2 PROPOSED SITE PLAN WGold 517uATE AT- DATUM: NAVDbb 1420 TRUMANS PATH EA6T MARION,NY ZONING: R-40 TOr_N1 OF SOUTHOLD MEDIUM DENSITY RE5IDENGE SUFI OLK GOUNTY,NEW YORK USE: SEASONAL RESIDENGE 5GTM NO.= 1000-31-12-12 Ohl - 'I AFRIGANT/OWNER, EL,134' i 1420 TRUMAN5 PATH ULSl IT-, DATA:. TO:AL LOT AREA: 22,511 SQ.FT.(05168 AG)TO TIE LINES 66WE I LAND AREA: 4,2bb SQ,FT.(0.1001 AG) BUILDABLE L MND: 16,22 SQ.FT.(0.4282 AC) (5ur.UABLE LANo=LOT AREA-FRE9HmTER BouwARY TO WESTERLY PROPERTY Uwj LO COVERAGE: AREA: mk TCs.43E RI:MON/ED. EX GWELLIN& tlb8 SQPT. EX LOT 60VERA6E: tl68 SQ.FT.(14.21%) PR;::a�f; p"�a",�tt1URE'Sa. r l l'n PR:JP. DWELLING *M SQ.FT. PR--P. WOOD 05GK 1302 SQ.FT._(tlbb%) Q GOVFOR+GH EN1RY !t8 riG1 i=1 r PR,;PO5ED I.OT COVERA6E. t1.004 SOFF.(65156) w r p� o S25054'20"E o 15.00 < 4 II CL Page 9 of 12 ` `Cs' OU W \. .STORM DRAINAGE CALCI � � , zotvt (PROVIDED FOR PROPOSED ROOF,DECK ENTRY STOOP AND STEP MOFF ONLY) � ZONE AE VOLUME=AREA x RAINFALL x GOEFFIu1ENTEL 7) ` BLDG,DECK,ENTRY STOOP AND STEP AREA=1002 50PT. RAINFALL=2'-0.(61' W 1 GOEFFIGIENT OF ROOF,DECK,ENTRY STOOP AND STEP-1.0 W 1 a I�LL3INE:1200F �� Ip02 9F.x 0.161 x ID=168 CUFT. STORA6E VOLUME REOIIIRED=168 CUFT. oiP�. USE -BV 3`DELA LEAUNrIS POOL(ROOF RLNOFF) STORAGE VOLUME PROIADED=211 01).K. 6� 0 Z,` TL GONTAIW-aT VOLUME REQUIRED.166 CII.Fr. TL CONTAINMENT VOLUME PROVIDED,all CUFT, SEE STORM WATER LEACHINS POM DETAIL,THIS DWS 24'm CAST IRON COVER FLOCKHART FOUNDRY COMPANY PATTERN NO.6112D OR EGI AL(AD UST TO FINISH 6RAOFJ mk 6BADE 1 6'PIPE DIA MIN Y_-' e'<; ), 6 F1PE, MIN.(A5 RE WIRED) J-1 , I•�`�,. J, HIGH DENSITY POLYETHYLENE OVPFJ l ( I SIZERa W20 8'THK TRAFFIC ROOF LDR OM 6'm HN •�. ° y •I '. ' ° •"� BEARUI6 SLAB 4' NORMOVEN 6EOTEXTILE 17=1LTER FABRIC) 3'MIN I )` S`EtlN TOPS SHALL BE SET IN A ) BED OF MORTAR $ &DIAMETER I P T 5�EGT 6RANILAR SOIL 1 EXCAVATION AND BACKFILL WITH AGGB'TABLE BACKFILL FOR PERIPHERY LEACHINS MATERIAL(SEE NOTE 15) AND BOTTOM LEAGHINS GROLND WATER (SEE NOTE 16) STORMWATER LEACHING POOL TYPICAL DETAIL NOT TO SCALE II+IAC3E STRUG Komi, L .T;Ei�GHIN6 POOLS.S> err PaEc,�r[ANG:GlT.57F?UT�IURES M%+PALTik er 51ffq K Ir;INC.OR :Cta1Uh,AUW.'5140P DRAM�N6 -tmLl.,6F 5U8iNlT`w rO TTe T�tL ET MIEER.FOR"A?1'PlwxV: Z N):`GONG C-SONT.U5ED IN TTS FWNIFAGTLRIN6OF-PREGAST STl r;r.SiALL t)EYEtAi'A'MTN COMRWSS.K. SfREN�7H.4F 44QO.P5.I..I14 PB DAYS. 3.,ALC DRAINASE$TRUGT SHALL_BE:PLACM IN MCEPTABLE L.EAGHIHS6 WL5(5P aR*,.IN TIE tAt POOR LFI�GNINS hTATaiIAL 15 ,EXGAVATtOII:IS,TO:BE Y,OttT1NIJ$7:T4 5lAFi�BLE•MATERIAL.AfitD BACK FILLED f5:DETAILB); • 4.t19E 15'<D1A CGPRI d►T€D f 6H DEN511Y POLYET}IYI9M(HDPE)HEAVY DUTY PIPE FOR UtR CONNECTION OF ON-SITE STORM WATER LEACHING POOLS ... r tatbo SDR 36 TO,GOT OCT DOHNSF OTS TO pKAINA6E 5Y5IEM AS:StiOM,.FITCH AT IW PER FOOT'MIN.IN DIRECTION"OF LEA 1IN8 POOLS,PROVIDE BOOT'.;GGNNE4TION TO w BP01)f A.HDPE FIFE SPECIFICATION(AA490 M44) B.,IN9rALLATlMVF HOM EMIP16ATION((ASTM D-2332() C-WATM--TISHT JOINT TESTING SPEC,(A Ir 1.,"22) D.6A5KET SPECIFIGATION(ASTM F-4TT) Page 10 of 12 , vt1 s : ONE X , •�� :`+ rxi.: 1 PROPOSWUKTOF.GLE.6045,. - BR.ADIN6 AND 6RaM DISTWSANGE. "u PROPOSED SITE PLAN 1 STOt2Y fRAri4�Di r. TO BE DEMOLI�W AND RB40VED ALL MATERIAL/DEBRIS TO BE HAULED TO 20 10 O 20 40 60 AN APPROVED UPLAND 511E GRAPHIC SCALE V = 20'• PROP05�D F,�051+CJN�t PROVIDE SILT FENCE BARMS SEE STANDARD AND SPEGIM VESETAPON DMM Ca%TRl LAND WF OF ARIIZUMI ! BERRA << jJ{�\� . DWELLING FUBLIG WATER O.O� Effft&= � . . . WETLAND BOINVDARY DELINEATED BY - EN-WN5ULTANTS i • ' !�` - ON.UNE 26,20U3 1 .1q.12�y 1 •b, YZ)db"0 OAK ' L tl TREES TO R& Y—r. ' � , ,e . (� tom, �` '� . ,�•: NAT �\ . W L" ` ZONE x 1,1 ZONE:AE (EL 7), n � w 6e05, S Page 11 of 12 4 L� LAND NiF OF REINHARDT •- ONELLING ` PUBLIC,WATER r-�a E Gx`-24.17� 80 RrnPIPE r �i fes; zs' 20'-0i ERIbi! 1TRL"NtE ' t i r INSTALL SILT FENCE BARRIER ��96 { _ q y .. 'r 6�0Q��OQ 0 PRIOR TO ALL WORK (0 1 y. MFha POST SOO WRIER®DRIP LINE OF TREES(7YP OF 4) Po5T N 86"56'06p,::y 55.74',' Ivo TK EX.DRIVE 511RFAGE MATERIAL(DIRT) )NSTR1EGIFIATIONS FORS SP4 nN6 5HALL REMAIN V41THIN AGGE55 RO.W. �NSTRUGTION ON DWS 5P4 U ° a;.• EXISTING DIRT DRIVE WITHIN THE 50.EGT PROPERTY IFLAG'5HAI \ IS BE REMOVED AND REPLACE WITH PERVIOIA - Ire o � ` 6RAVEL MATERIAL IN KIND(AREA: kM4 Sc .'LOG.OF EX SEPTIG SYS �� TTORRER O TO BE A13ANDONED PO REMAIN \112'0 OAK TO O/ SONS REQ'MNTS,SEE @rG � r „ pE REMW� - r^: BOXED NOTE,THIS DWS 3 D ±IZ'0^ }IDLE' :°,* �Y .044'0 OAK TO BL ~`t TO REMAIN '" '`: 175 ' :t'} i \ i i BE REMOVED �. �" �yr. ?-, ': 'tla'�OAK To BE RIE� \ •�^ P OAK -o RTJ�AI', A. "1 EXI5TIH6 ]` yid all = A I STY Rt DWELLI S TO BE F04&YW E)a5nN6 Y 5 X1420 xt8.4 CONTOUR TO BE FFLPi.18.6 REWORKED . y • .\ \ SEE PROPOSED PLAN, FROPOSM 56' \/ IB .i NON-t?( NRDANC;E AREA TO REMAIN NATURAL AND UNDISTURBED .. .. .,x'17 ?s` �i' •� ,�'T' '�. p la \ i► EX DKELLIN6 AND WOOD STET'S TO BE D13'TOLI%ED _. '- `. . vi7 .. • ' AND REMOVED, « » - LAND NfF Or •• TL AREA. 3179 SQ.FT. COLOMBO DWELLING i �a �• ; _-__. ICT ;�"' _� RIBLIG WATER 50'VETLAND C1EFr�ET LINT PROPOSD LIMIT OF CLEARING, -' GRADING AND 6ROUND DISTURBANCE. k EXISTING CONDITION SITE PLAN - PROPOSED DEMOLITION 20 10 O 20 40 60 80 6RAPHIG SCALE 1" = 20-0" Page 12 of 12 .,� = o PRIVATE W::.-,• 14 �LYti TO BE USED F°; IRRIGATION F4.POSES LAPID Pl/F STEPHANIE 4 :. u 6OReA APPROVED BYgro PUBLIC, nPBOARD OE ' RUSTEES , n _ J TOWN OF SOUTHOL } � {` sy - l r DATE rkiaEl9e 20 Zo rt :f 954 50.FT) } a JEFFF2EY T BUTLER PE. _ANO N/P OF _y 'OHN f TERRY GORGA Olti:.:.L!KG ,J PUBLIC ld 4TER Q C E C E 0 V < Q i SEP 3 2021 0_� Q — ct� v O Q < "Southold Toum [w—f z LW C) 8oard of"trustees I'_4 Q i— O A � Na #i` N 511E ELM DAE[7 QN c�RIrINAL �jUg Y B -i N KENNETH WOYGHUK LAND 51URVEYIN6,PLLG0 N O o lY) PA BOX Is LL AakBOSIE,KY.1101 a+ LL• N PHONE:(631)435-1462 Q �.. a . SURVEY PAM OGTOBER 20,2018 • ELEVATIONS REFER TO NAVDW LL a O O .Z www,dlgneln,cli.com M XX or 4.%" +r':r�o.�t'�i www.ca11811.cam � (for other states) Q iii 80C-272-4480 i 811 v 8, law,excavators and contractors working in For safety reasons,homeowners are strongly PAGE: the rive Uoroughs•if New York city and Nassau encouraged to call as well when planning any and S drone counties an Long Island must type of digging on their property, ,:ontact f;tgNet•1.800-272-44k0 or 811,at least Hameownens can contact us directly at •18 hours but qo more than 10 working days 1-800-272-4480 or by calling 811,the r .excluding wcoends and legal holidays)prior national call before you dig number.For to beguming any mechanized digging or excavation work completed on personal excavation work to ensure underground lines property,it is the contractor's are marked,Excavators and contractors can responsibility--NOT the homeowner's—to SP1 also subm;t locate requests online,through contact DigNet.Having utility lines marked ITIC Ir you do not currently use ITIC,please prior to digging is free of charge, call 1-800-524.7603 for more information. of 4 TOWN SET 7. Glenn Goldsmith,President ®^�� QF s®vj� Town Hall Annex A:Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples °v® Fax(631) 765-6641 Cowl BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: 3 INSPECTED BY: �• ��` Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1St day of construction Y2 constructed Project complete, compliance inspection COMMENTS: v CERTIFICATE OF COMPLIANCE: 6k- 1 Glenn Goldsmith,President ig soil Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax 631 765-6641 COU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 18, 2023 Elizabeth O'Reilly 1420 Trumans Path, LLC P.O. Box 544 East Marion, NY 11939 RE; 1420 TRUMANS PATH, EAST MARION SCTM# 1000-31-12-12 Dear Ms. O'Reilly: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 17, 2023: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#9931, as issued on June 16, 2021. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, 1- 4" Glenn Goldsmith President, Board of Trustees GG:dd Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly 10 Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/rime: Completed in field by 1420 TRUMANS PATH, LLC requests a One (1) Year Extension to Wetland Permit #9931, as issued on June 16, 2021. Located: 1420 Trumans Path, East Marion. SCTM#: 1000-31-12-12 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound x--Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: x Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: _Yes No Not Applicable Info needed/Modifications/Conditions/Etc.; Present Were.. G. Goldsmith N. Krupski �E. Sepenoski L. Gillooly E. Peeples Cqtz,-/- Uey1 Sl�' //vf e*'1 / 42z) ►amu w��tv� S ` " Ec�-s `fi40K 4A ek ve pt rM r Pe r qf 3 / y ff{ nIt k APR 1 4 2022 r. Glenn Goldsmith,President �O��OF S�UTyOlO Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino G Telephone(631) 765-1892 Greg Williams 'Q �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES October 21, 2021 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: 1420 TRUMANS`PATH, LLC 1420 TRUMANS PATH, EAST MARION SCTM#: 1000-31-12-12 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 20, 2021. RESOLVED that the Southold'Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9931 to situate the proposed dwelling approximately 18 feet north of its currently approved location; and to remove one (1) oak tree; and as depicted on the site plan prepared by Jeffrey T. Butler, last dated August 13,-2021 and stamped approved on October 20, 2021. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, �� Glenn Goldsmith President, Board of Trustees GG/dd i LEGEND: ��� �v� NOTE TO GONTRAGTOR: VACANT 60' PROPERTY LIRE PROVIDE 25 GU.YDS OF RATEABLE 501E (SW OR 5P S 25°54,20r,E PER ASTM STANDARDS) FOR THE PURPOSE OF PRINGIPLEYDSETBAGK - • - • - • • - 15,00 REPLACING UNSUITABLE SOILS WITHIN THE PROPOSED PROP SANITARY PIPE s's � 3<` STORM DRAINAGE LEACHING POOL COLLAR. a� y� PROPOSED 51TE 15 FILL NEUTRAL. PROPOSED FILUGRADING OVER DEMOLISHED OB.EGT(TBW ------------ WATER 5ERVIGE CONNECTION: THE SANITARY SYSTEM WILL UTILIZE EXCAVATED PROP.STORM DRAINAGE PIPE -SD -50 - LAND WF of TAP EXISTING WATER MAIN IN STREET. MATERIAL DISPLACED DUE TO INSTALLATION OF �` SANITARY AND STORM WATER COMPONENTS. Ex.UTIL PROVIDE WATER LINE TO PROPOSED PROP U G WATER 5ERVIGE W vt REINHARDT C�`DrO �� POLE WATER METER • SEE 5GDH5 SET, DWG 1 OF I FOR CALCULATIONS, p / DWELLING �°O �C7• +� PROPOSED DESIGN AND REQUIREMENTS FOR PUBLIC,WATER Fj /, Ir PROP05ED WATER LINE SERVICE- REPLACEMENT OF NON-RATEABLE SOILS. SITE EX15TIRG WATER MAIN w PR0P05ED /*�I* :'t• r RUN PROPOSED WATER LINE TO MAIN IN O ER05ION CNTRL MEASURE: y w �* 1� �y;.: ': ti * ;. STREET,CONNECT TO PROPOSED METER LOCATION EX15TING OVERHEAD UTILITY LINE: - - u -n - PROPOSED PROVIDE STABILIZED * ::... .;.. ..• �' / �qa �-��) IN EXISTING VAULT AS SHOWN. � o POWER AND COMMUNICATION CONSTRUCTION ENTRANCE, MEET SGDHS AND SGWA TO REMAIN E.. 175' 0.0'a GRADE r- PROP.U/G ELECTRIGAL/C ftNICATION TAP POLE FOR CONNECTION TO POWER INSTALL PER DETAIL,DW6 5P4 *i* -;'•; `' ''=y / / w 5ERVIGE LINES txi txi tks u9 AND COMMUNICATION SERVICES,RUN . EXISTING WATER METER VAULT: Pale Brown Silty Sand(SIV Q UNDER GROUND LINK IN COMMON TRENGH ° r r r E5 / /+ v� PROPoSEv SANITARY SYSTEM, HYDRO-ACTION PER PROVIDER'S REQUIREMENTS S 86 56 00 E O ��EPDj II /*/* ��n�?f�.:i:'•:: /i INSTALL WATER SERVICE METER F13R II + �F7. / Ix. EL. 145' O COVER TO GRADE All OWTS (�Acl Prl 24.77' fix'�� */ t�. ::'<' tR�':' ' SGWA REQUI REMEN75 r �` 11 */ �� •(� � �"� BfOWfI Llayey Sand(`.7C,) c0 � COVER"GRADE \,�•r 0� EX.UTIL !r +/+ Q\ .• ` WP'. / - /:` � EL IIS' 6.0' �' �' � PROPOSED POLE * `•, / `` / :- EXI5TING PRIVATE WELL LEAGHINs EXPANSION UNDERGROUND POWER /COMM. LINES o */'` C�`�O OO TO BE USED FOR IRR16ATION PURPOSES LOCATION MAP: / Yi / Paie E3rown Fine Sand POOL EXISTING SPOT ELEV: x6.0 INSTALL IN COMMON UTILITY TRENCH FND PIPE ❑ +�*y\\.� � .:`': :: ° Pool / �. �N,..:,:. ..,. ,✓ 0 p0 (5P) / / x-x-x- / ( 1 NOT TO 5GALE N N ry 1 LP ) l (SEE TRENCH DETAIL,PM SP4) r;.• x x-- r`. . .� o S p o 1 EXP EXISTING CONTOUR �� \G�1.: :•' :'� ��,+ P / 1 Q':' Ez TO BE RB^IDRKED: PROPOSED gyp,; •.:..; � '�.• .. .:. :' .:15:.,•.•x4. �.' � a� ' EL. LO' xl8 �N LAND N/F OF , EROSION CONTROL MEASURE: '> j: ., / �'.fj PI o o ..........b.... . .. � '; w : ''�P- - �d PROPOSED SITE PLAN TE5T HOLE -�- PROVIDE SILT FENCE BARRIER t 4b,. Y�sy STEPHANIE S WILLIAM Y lY Water In EXISTiN6 CONTOUR; ® DRIP LINE OF TREES TYP OF 4 FND o /Fri �� 4:: :: •, q GOR6A �] Pale Brown Fine Sand 51TUATE AT: �- ( ) P05T t/� POSTo J\� �; .;. NO STK PROPOSED I" WATER LINE DWELLING �) O DATUM: NAVD88 SEE STANDARD AND SPEGIFIGATIONS +/ ^ :Tx:::.: ;; xw 0 PUBLIC WATER 1420 TRUMANS PATH EAST MARION, NY FIN5 0 R:OOR EI N F.FL.EL._ -6` */ .� ;'::....: INSTALL PER SGWA REQUIREMENTS MEDIUM E NTY RESIDENCE �2 - TOl i 1 OF SOUTHOLD FOR PROTECTING VEGETATION DURING ( /*! Q� :; .... �r2y SEE DETAIL ON DW6 SP4 r� EL.05' 17.0' GARAGE FLOOR ELEV GLEE$.= PROP.CONTOUR: LAND N/F OF CON5TRUGTION ON DW6 5P4 %*i* c / <s SUFFOLK COUNTY, NEW YORK + \ / PROPOSED PERVIOUS GRAVEL DRIVEWAY tI> USE: SEASONAL RESIDENCE g ARIIZUMI d BERRY I •pjZ�p;:::: � � TL-5T HOLE SGTM NO.: 1000-31-12-12 EX5TIN6 UTILITY POLE �, DWELLING */ , � p IN PLACE OF EX.DIRT MVEWAY 9 I PERFORMED ON 12-10-2018,&AM PROP.SPOT ELEV.: x8.0 PUBLIC, WATER +i* 18 :::::::: : ' O */ PROP05ED STORM DRAINAGE LEACHING 5Y5. PERFORMED BY: W.PONALD 6EO5GIENGE PROPOSED STORM DMNA6E STRUCTURES: �` +/* �,( \ \ µ1N .:i::::::::..: : 8' x5'LD.L.P. �' GROUNDWATER ENGOUNIERED 6 EL. ILO' APPLICANT/OWNER: ` O / ±14"0 OAK 33'`::::''':::`' \ HI6HEST EXPE;GTED GROUNDWATER a E.. 134' 1420 TRUMANS PATH LLC, STORMWATHRLEAGHIN6 POOL / SD�, oO� � /*/�� TO REMAIN Z. �-- -- : o;�:�` / o (VOLUME FOR ROOF RUNOFF ONLY) (SET=p FOR GOy�OMT5) ( T<, LAND N/F OF S T T T DATA: t / V� ` � \ TEST , /* � d '` ,� �� qg� \ ' PROPOSED EROSION CONTROL MEASURE: JOHN 4 TERRY GoRGA _ (7$ HOLE Z c.+ _ - s% TOTAL LOT AREA: 22 I I OPEN COVER TO GRADE $ r + + + #b xR5 �! ���o ` I,- - 1, \ PROVIDE SILT FENCE BARRIER DWELLING PROPOSED 50-FT. (051b8 AG) TO TIE LINES Q SOLID COVER TO GRADE \ \ + + + + \� + ( EXPI ?'?' INSTALL PER DETAIL,DWG 5P4 PUBLIC WATER WETLAND AREA: 4,286 SQ.FT. (0.1001 AG) t + + + + .��-� DBL _12"�OAK �, � , .� , �� � I AREA OF D I STURBANGE: SOLID COVER BELOW GRADE \ 1 +�+ + t + TO REMAIN 7�N 5 -� \ BUILDABLE LAND: 18,225 50.FT. (0.4282 AC) + + + + + + \ + \�+ +++\+ + 14� + + %S! (��0� / y I 14.01 \ 112,336 sQ.ft (0.2832 ac) } 'rt (BUILDABLE LAND = LOT AREA-FRESHWATER BOUNDARY TO WESTERLY PROPERTY LINE) + + -� t ,� ROP. 2 STY, x1434 * -' SEPARATION DISTANCE REQUIREMENTS 1 �, + +12t.4 + + + + + 4y\ ac ` \ g� \ LOT COVERAGE: AREA: FOR 5TORMWATER LEACHING STRUCTURES FRESHWATER �t * IQ + + + + + + + + r �. * �� y d FR DWL6 � < \ ° I WETLAND BOUNDARY + + + -4(2) 118"m OAK + + �, x PROP. IV BASEI�TNT i PT X" 1 �LP - \ \ AND PIPING (RESIDENTIAL): DELINEATED BY +` + + 1 xl8b' \\ 57F;1!GTURES TO BE REMOVED: + + TREES TO REMAIN t� \ WOOD F =13.0' / / * S EX. DWELLING ±168 SQ.FT. HORIZONTAL SEPARATION D15TANGES EN-GONSULTANT5 I ++ + + + + + + + " + t t + * ON JUNE 2b,2018 + + + + + + + .+ + + t / ' FOR STORM DRAINAGE LEACHING Pools: ' �+ � t + + + + t + t * 7���y � DECK Iq *\ � O; '' EX. LOT COVERAGE: ±168 SQ.FT. (±4.21 ) PROPERTY LINE= 5'MINIMUM + + + t + + + + + + xy y a a 22v BUILDINGS WITH CELLAR = 10 MINIMUM ++++++++ PROPOSED \ �O + t + + + t + \ , * o, PPOP05ED STRUGTURE5: BUILDIN65 ON SLAB = 5'MINIMUM + + + 17� '+t++++++ + + ++ \}` � I/A ON-SITE SANITARY \ ��" r 1 m TREATMENT SYS. PROi . DWELLING 1b84 5Q.FT. (13.15 ) �✓- \ 4+++1 + x14.4 / 4 PROP. WOOD DECK ±302 50.FT. (±I.bb%) Q•( O WATER SERVICE LINEMTHRALS/MAINS = 10' `�}, ++++++ + ,�� + + +� +� �+ + + + / * MINIMUM // + + + + ?�+ * � + \+++ +++ + + +++ �,L FOR ADD'L INFO SEE 5P2, */+ UNDERGROUND UTILITIES = 5'MINIMUM \ + + + + + , _14+ + + + + + �,� k �\ / \ FOR SANITARY DETAILS*/*/ PROP. COVERED PORCH ENTRY ±IS 50.FT• (0.10%) SANITARY SEPTIC TANK = 20'MINIMUM `f0 +++t\+ +' + +\+ + + + + L. / SEE DW6 5P3 �' + + + + + + + + + + + p ` ie / */ PROP05ED LOT COVERAGE: ±I X004 SQ.FT. SANITARY LEACHING POOL= 20'MINIMUM � � � t � �2 + + + t t + + + \ +/ PUMP STATION= 20'MINIMUM + + + + +\+ t t * PROP05ED + 1 + + t t t Q t t * \ */ MANHOLE = 20 MINIMUM ��� + + t + + + t ` */ 3xb COVERED PORGH ENTRY m PRIVATE WELLS= 50'MINIMUM �• + +• + + + t t + ++t * ` / RETAINING WALLS= IO'MINIMUM '\4 + +' + t + + +14 /* W/STEPS RAIL TO CODE,18 SQFT. �a �\ \+ + t t tt O MFUE.STORAGE TANKS(BELOW 6ROl1ND) = 20 �` ++++ + ,++ +++ + + +++ 4+ +++�* `F / / PROPOSED LIVABLE FLOOR AREA \ ` \\ + + S'�D + + + + \ VACANT 60' ` t + + + + + + + + + 4\\1 _A�\+Q */ 1,248 50.FT. � X HORIZONTAL SEPARATION DISTANCES FOR + 4 + + + + + + + + +A P�/{ , (PER T.O.SOUTHOLD DEFINITION) 3 I t J LL STORM DRAINAGE NON-LEACHING 5TRUGTURES: \\ + + + + + + - * �0/* WATER SERVICE LINES/LATERAL5/MAIN5 = 5'MIN `� �' \ �� + + + + + + + + t t t\\+ �L�* * PROP05ED BILGO DOOR5 S25°54r20"E Q Z UNDERGROUND UTILITIES = 5'MINIMUM 2 4 + 1 OP05ED 50' t +� +�* BA5E E!NT ENTRANCE 15.00' VERTICAL SEPARATION DISTANCES FOR STORM �� y NON-DIS ANGE BUFFER t +2 +/*Lc ti� �O`' T�` s LIS DRAINAGE LINES �+ ��+ } + +*t AREA TO AIN ++ + o��pCL LAND N/F OF COLOMBO opt` EX. 0 WATER SERVICE LINES = IS' MINIMUM `Y� O \ \\+1-aN�-AND �ti A� DWELLING (� . *� �UTIL (� SANITARY WASTE LINES = IS"MINIMUM N + +�41 + + + SEN PUBLIC, WATER V /*/ / I' POLE C� ° + + + + + Q� 1O \ `` + + + + ++ e1�°��p 1�-50' WETLAND OFF5ET LINE *�`' 0 \ �"•1 O W \� �\\ ++� �\ ym� LAND N/F OF / - - Vj ` + + + ��5 REINHARDT /* , N ZONE X \ \+ ` PROPOSED LIMIT OF GLEAWN6, x19.4 W \o\ t+ + P\ l GRADING AND GROUND DISTURBANCE. DWELLING */��i 11 F�0 STORM DRAINAGE CALL. _ \ + 1��\o PUBLIC, WATER (PROVIDED FOR PROPOSEDSO /x/ ROOF,DECK,ENTRY STOOP AND STEP RUNOFF ONLY) ZONE AE \ ✓ PROPOSED SITE PLAN Ov��ND W% / �ti ���^�� ; -5- VOLUME �� EX•�.,-- Ir g\\. �j�0 wEi� EXISTING Y VOLUME= AREA x RAINFALL x COEFFIGIENT (EL 7) S 86° 'n Ir / 1W � W BLDG,DECK,ENTRY STOOP AND STEP AREA= 1;002 50-FT. \ EX. 00 E */ \�� D' R ti t- _ . _ � oR y PRIVATE WEAL RAINFALL = 2 = 0.161 W EXISTING I STORY FRAME DWELLING / TO BE USED FOR GOEFFIOENT OF ROOF,DECK,ENTRY STOOP AND STEP= 1.0 W \ TO BE DEMOLISHED AND REMOVED o UTIL�{,24• 7� */ / i CPN IRRIGATiDN PUf '05E5 ALL MATERIAL/DEBRIS TO BE HAULED TO 20 10 0 20 40 60 80 PROPOSED FND PI POLE O */ / /'���Nio O` \\ ENGINEER: • _ EROSION CONTROL MEASURE: ' * 5 O LAND N/F Or \ �, APPROVED BY x-x x•-/ \ AN APPROVED U'LAND SITE I - 20-O' W ° O GRAPHIC SCALE 6 ° STEPHANIE I IiLLtAM �, x-.x-x- * tp � �� BUILDING ROOF RUNOFF: INSTALL SILT FENCE BARRIER p 9 ��._ O ' '-C - . 1,002 S.F.x 0.161 x LO = 168 CU-FT. dj � � xw.o P`T (Qc O STORAGE VOLUME REQUIRED = 168 GUFT. (� O O� \ PRIOR TO ALL WORK A v / Z �- USE: I -8'm x 5'DEEP LEAGHIN6 POOL(ROOF RUNOFF) rT 1�' *� x18.8 Z5- GST O D�LRLINC BOARD OF 1 t�USTEES `�� ; ce STORAGE VOLUME PROVIDED = 211 0J-FT. ~Y �� ` yf' <\ / PROP05ED ER05ION CONTROL MEA5URE: FND o FNDo PUBLIC, WATEF'. TL CONTAINMENT VOLUME REQUIRED: 168 GU.FT. PROVIDE SILT FENCE BARRIER a DRIP LINE OF TREES(TYP OF 4) P05T o / P657 N 8656'00" W 55.74'/ NO sIx r '� TOWN OF SOUTHOLD x19.0 EX.DRIVE SURFACE MATERIAL (DIRT) J S01 EE STANDARD AND SPEGIFIGATIGNS FOR PROTECTING, ca SHALL REMAIN WITHIN ACCESS R.O.W. u1 TL CONTAINMENT VOLUME PROVIDED: 211 GUFT. ,�� \ =tti SEE STORM WATER L.EACHIN6 POOL.DETAIL,THI5 DWG VEGETATION DURING GONSTRUGTIOV ON DW6 SP4 0 \ � � DATE o��, �, Zp� b /i- 0 q;` EXISTING DIRT DRIVE O \ , �jo� \ WITHIN THE SUBJECT PROPERTY 'FLAG'SHALL � �3 - LAND N/F OF ` Ib ` \. BE REMOVED AND REPLACE WITH PERVIOUS ,� ARIIZUMI � BERRA �` Ib o ` _ * GRAVEL MATERIAL IN KIND(AREA: 054 50.FT) ---" - DWELLING `�O * / \ 4 :� LOG.OF EX SEPTIC SYS\ - i 24"(1)CAST IRON COVER FLOCKHART FOUNDRY COMPANY PATTERN NO.611M PUBLIC WATER ^O \ * */ � TO ROAN m L� (IX O �,p\� F TO BE ABANDONED PER s JEFFREY T. BUTLER, P.E. V ( ` r ¢�Gc" R� fIVO OAK TO r' SGDHS REQ'i?iT9,SEE \ y LAND N/F G OR E•p1AL(ADJUST TO FINISH GRADE) \ ��RgNoD fes'';. BOXED NOTE,THIS DW6 \ G JOHN d TERRY GORGA Q FRESHWATER \ ,$ X00 �� -v~: ` , .' � b DWELLING J + + + + \., TES ',- ;t.`' s�• + _• t14'4 0AK TO PUBLIC, WATER ;rl FINAL GRADE WETLAND BOUNDARY ` �\ *' DBL ±12"Q oAKf HOLE - : ,.:'' \ O 24" DELINEATED BY ++\ + ++t+++++ ^�_ ` i :. \ : BE REMOVED \ TO REMAIN fi • L I1.5 ti0 O OAK TO �- EN-GONSIJLTANTS \ t t+ t*4 +t++t+ ++ + �* ( •;�' 1�:BE REMOVED ?c� ` 11.8 O: S z O O ON JUNE 26,2018 + + I+2� + t t + + + + \ \p C0 b'PIPE DIA.MIN, +� + + + 18\••.• ° z I t / \ \ +�+ 8+ IQ + :fit + + + + + t I%MIN.(A5 REQUIRED) 1 i +b + y I PIPE: I I\ h I \ +++ ++ + 'D+ t (2) -18"�OAK H16H DE3N5IIY POLYETHYLENE(VPE) I° + -4TREE5 TO REMAIN t ++� '8A `J O O O SIZES: H-20 8'TIiK TRAFFIG 4 4F + + + + + + + \� � P \ Oi ��r J Q I., I. ' + + + + + + + + + \ O 4MTIN6 Z ROOF LDR.6"=b'Q MIH A X � BEARING SLAB ( ` ++++t+t t t' + ''a + + + \ \/ 6\ `�� \ � � [� � � n � � J � N z � LU + \ + + t + ++++ ++ ++ +++++ + \� � �y �� 1 70 BE:RB`tOVF32 EXISTING = WRAP WITH bot.(MIN) l \ + + + + + + + + 9: + + \ y \\,O x16.4 CONTOUR TO BE 1\ + + + t `�\ X1420 32 3 2021 ^ � < - NONWOVEN 6EOTEXTILE + + + + t - t + + + x14.4 *. t t + t t REWORKED /x I F•-�i W (FILTER FABRIC) +++++++�.r + t + t + '* FFL EL.18,b SEE PROP05ED PLAN, +�+! I SEP m p tom° \\ ` + + + + t + t + +� \ / 1Tf15 DWG *! I rT� lJ O tSS I + + + + t + + t r 14+ t t t + ! / */' Lam_ Mil 1-1 s� ALL WALL SECTIONS ` + t + * 18 */ Z s 3'MIN 3'MIN �� i \ + + + PROPOSED 50' + * \f +/ Southold sown Z O I I TOPS SHALL BE SET INA 1 � pg\ / l L1J BED OF MORTAR + + ++ NON-015TUR13ANOE BUFFER++±y Ib \ . ��*/ Board of Trustees MT-^i < Q I- O �+1 < - AREA TO REMAIN •\ * -- O Z I V DIAMETER I SEiEGT GRANULAR 501E f� \ + + + NATURAL AND UNDISTURBED 14+++ � Q # (V BACKFILL FOR PERIPHERY \ + ,� `' * �X w �I VZt :E �O N EXCAVATION AND BACKFILL WITH ACGET'TABLE AND BOTTOM LEACHING \\ ` +++++ . + t t1 + + 0 + + + /+/ SITE PLAN BASED ON ORI INAL RVEY BY: O Ir-V � LEACHING MATERIAL(SEE NOTE#5) + + ( � ') \ . ` + t- t t l+ + + + + \ * KENNETH WOYCHUK LAND 5URVEYIN6,PLLG O GROUND % + t + 1C3 t t +' + + + t* */" PD.BOX 153 O l� LL O m 'f�,� ++ ' ++ t+ t I" t+ + +t t t\�\ I /*/�/ PROPOSED DEMOLITION AOLEBOGUE,N.Y. IIg31 O N STORMWATER LEACHING POOL � + I- t t + - -r t + '* . EX.DWELLING AND WOOD PHONE: (631) 435-1462 p N - ` * STET'S TO BE DE3,iOL15HED SURVEY DATED: OCTOBER 20,201b t t + + + + + + + +i\ \ / / \� TYPICAL DETAIL Z \ y + + ;++}++++ +++ + +++++ ++++++ +"\ +���� AND REMOVED • ELEVATIONS REFER TO HAVD88 O LL \ + + + +! + + + + + + + pRUF LAND N/F OF " TL AREA: 1TTg SOFT. Q-1 � O \ \ + + + + + + + + + + COLOMBO DWELLING N O NOT TO 5CALE O t + + + + + + + P� Z O +\tom +++++ ++ +++++++� p�F��Gti PUBLIC WATER www.dignetnycli.com DRAINAGE STRUCTURE NOTES: t +t+t+ g++ �\��1h���F 50' WETLAND OFFSET LINE of r���°4'��'I�'����{�CIy1� I wwr other state ) O t + + 6 �ONC, �L/UVl% (for other states) LR \O t t N PROPOSED LIMIT OF CLEARING, I. LEACHING POOLS SHALL BE PRECAST GONG GEMENT STRUCTURES A5 MANUFACTURER BY SUFFOLK PRECAST INC,.OR r' \ ZONE X + � �� 800-272-�}�80 8 EQUIVALENT. SHOP DRAWING5 SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL. t� o t ,t GRADING AND GROUND DISTURBANCE. 7l/I I v 2. ALL GONG GEMENT USED IN THE MANUFAGIURIN6 OF PRECAST STRUGT.SHALL DEVELOP A MIN COMPRE5SIVE - \� \ +t���e� STRENGTH OF 4000 P5.1. IN 28 DAYS. PAGE: 3. ALL DRAINAGE STRUGT'S SHALL BE PLACED IN A66E'TAE LLE LEACHING SOILS(SP OR SW),IN THE EVENT POOR ZONE AE \ \ \o� EXISTING CONDITION SITE PLAN - By law,excavators and contractors working in For safety reasons,homeowners are strongly the five boroughs of New York City and Nassau encouraged to call as well when planning any LEAGHIN6 MATERIAL IS ENGOIJNTERED,EXCAVATION 15 TO BE CONTINUED TO SUITABLE MATERIAL AND BACK FILLED �� j contact Suffolk ffolktCounties on Long 4480 Island land,must at least Homeowners ea ncontact ntheir prdpety. directly at A5 DETAILED. (EL 7) PROPOSED DEMOLITION 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the 4.USE 15'DIA CORRUGATED HIGH DENSITY POLYETHYLENE(HDPE)HEAVY DUTY PIPE FOR INTERCONNECTION OF ON-SITE � STORM WATER LEACHING POOLS (excluding weekends and legal holidays)prior national call before you dig number.For U5E b'5DR 35 TO CONNECT DOWN5POUT5 TO DRAINAGE 5Y5TEM A5 5HOWN. PITCH AT I/8'PER FOOT MIN.IN `�T \ to beginning any mechanized digging or excavation work completed on personal DIRECTION OF LEACHING,POOLS.PROVIDE 1300T CONNECTION TO DOl4 45POUT. �►� �� Vv „, excava'ion work to ensure underground lines property,it is the contractor's W ` are marked.Excavators and contractors can responsibility-NOT the hiomeowner's--to also submit locate requests online,through SPI contact DigNet.Having utility lines marked A.HDPE PIPE SPEGIFIGATION(AA LCATHTO ON(A5 5 � � O� \ ITIC.If you do not currently use ITIC,please prior to digging is free of charge. 6.B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) r Qc°O 20 10 0 20 v 40 b0 80 call 1-800-524-7603 for more information. D.GASKETPEGIFIGATION(INT A55TM F-411)SPEC.(A5TH D-3212) 6 v I" = 20'-O" 6RAPHIG SCALE of 4 TOWN SET SEPARATION DISTANCE REQ'MTS FOR SANITARY SEPTIC, TANKS EL. 175' OD'®6RADE SITE PLAN PROPOSED AREA OF DISTURBANCE: SUBJECT PROPERTY CURRENTLY: PROPOSED INNOVATIVE AND ALTERNATIVE I/A OWTS PUMP 5TA OR MANHOLE (RESIDENTIAL): Pale&`own BASED ON ORIGINAL SURVEY BY: ±12,33UND 6 sq.ft (0.2832 ac) NO UNDERGROSTORAGE TANKS EX151 ON-SITE WASTEWATER TREATMENT SITE PLAN MIN.HORIZONTAL SEPARATION DISTANGE 5: L ROAD STORM MAINS=20'-0' Sllt Sand(SM) KENNETH WOYGHUK LAND SURVEYING, PLLG STORM DRAINAGE SYSTEM: SITUATE AT: A BUILDING W CELLAR=10'-0' MON-51TE STORM DRAINS EL. 145� 3D�= 10'-0' P.O.BOX 153 o DATUM: NAVD88 - NO STORM DRAINAGE STRUCTURES EXIST �- B.BULDINO ON SLAB=5'-O' N.CATCH BASINS INON-LEAGHIN5) =T-O' AQUEBOGUE,N.Y.IIg31 � ON TNI5 SITE. NO PROPOSED DRAINAGE 1420 TRUMAN5 PATH EAST MARION, NY ZONING: R-40 G.PORCHES,DECK5,HOU5E OVERHAN65, 0.SANITARY LEAGHING POOL=8'-0' &ow clayey 5°�( ) PHONE. (631)435-1462 0� COMPONENT WILL BE PLACED WITHIN 20' TOWN OF SOUTHOLD MEDIUM DENSITY RESIDENCE CANTILEVERS,ETC,=5'-0' P.SEPTIC TANK,PUMP 5TA OR M.H. =5'-0' R.115' - bA' SURVEY DATED: OCTOBER 20,2018 VACANT ro OF PROP05ED SANITARY 5TR YCTURE5 SUFFOLK COUNTY,NEW YORK USE: SEASONAL RESIDENCE D.WATER LINES= 10'-0' Q.PROPERTY LIN5=5'-0' . ELEVATIONS REFER TO NAVD88 �� AND/OR ABSORPTION FIELD 5GTM NO.: 1000-31-12-12 E SURPAGE WATER(YETLAN05) =151-0" R SWIMMING POOL=20'-0' Pale Brown Fina 5a:d � F.PUBLIC WELL=200'-0' S.TOP OF EMBLUFT�IT OR STEEP SLOPE (5P) �� S 25°54'21 "E APPLICANT/OWNER: 6.PRIVATE WELL= WTRPROOF = 101-0' T.(15%SLOPE- O'��=25'-0" \ 1 S•oo� SANITARY SYSTEM: 1420 TRUMAN5 PATH LLC, H.RETAIN N5 WALL( ) J.U/6 FUEL TANKS= 10'-01 U.DEGKI RAMP=5-0' BAD, - Ib.5' `` 3 EXISTING SANITARY SYSTEM ON THIS PROPERTY �u o ��� r�� SHALL BE ABANDONED BY REMOVAL. � ua K U/6 UTIL.ITIES=5'-0' po� �> Ex. Q GE REQ'MTS FOR SANITARY ACHING Palo B,"Fine Sand In 0� 19) *� � UTIL J SEPARATION D15TAN LE rr POLE NOTE TO GONTRAGTOR: z ,r �Co STRL1G�Tl1RE5(RESIDENTIAU; (S') �+ PROVIDE 25 GU.YDS OF RATEABLE SOIL (SW OR 5P ,<,:,Trq„p,,,;q,, MINIMUM HORIZONTAL SEPARATION DISTANCES: EL.05' 11.0' LAND N/F OF �+� N x19 9 / �3 CELLAR= +/ r REPL INC UN ITABLE SOIRS WITHIN THE E OF SITE IH g o 63.BUILDING ON i SLAB 10'-0 TEST HOLE DEWELLN6 +�� ��w`�i �f ,� � G.PORGFES,DECKS,HOUSE OVERHANGS, PUBLIC, WATER N *� O� PROPOSED SANITARY LEAGHING POOL COLLAR. LOCATION o CANTILEVERS,ETC,=5'-0' PERFORMED ON: 12-10-2018,SAM jo R�� „�+� o \ � SITE IS FILL NEUTRAL. PROPOSED FILL/GRADING e _ D.WATER LINES= 101-0" PERFORMED BY: McDONALD 6E05GIENCE Np wl „ � �\ '.: F� �s OVER THE SANITARY SYSTEM WILL UTILIZE � E SURFACE WATER t4Etl�N25)= loo'-0" 6ROUNDWAR EMCOUMTI32ED a EL.ID' �x.O rr �+ �� o;� �y�"��`'�-EXISTING EXCAVATED MATERIAL DISPLACED DUE TO 8 HI61 EST ExPEGTED GROUNDWATER m EL 134' F.PUBLIG HELL=�0'-0" � S 8 6 05 ,�0.,,�E r �,�� `���..,..::;.... .'' ��• PRIVATE WELL INSTALLATION OF SANITARY AND STORM WATER 6.PRIVATE WELL=100 /150 Ex. D ` ~ TO BE USED FOR COMPONENTS. LOCATION MAP: H.RET.WALL(WTRPROFF)=10'-0' UTIL 24 � `' ' " i�NJ IRRIGATION PURPOSES PROPOSED . SEE SPI TOWN SET FOR STORM DRAIN o .77 , .. .. 4y ( ) AGE GAL( - - -J.U/6 FUEL TANKS= 10'-0' FOL E i K.U/6 UTILITIES=5'-0' PROPOSED FND PI , �� ��P r ,`0 ��� �, 2 BEDROOM SANITARY SYS: L.ROAD STORM DRAINS OR EROSION CONTROL MEASURE: �, AND RATEABLE SOIL REPLACEMENT REQUIREMENTS NOT To SCALE N S 6 -i ;`', 0 5 � LAND N/F OF PROPOSED AEROBIC TREATMENT PLANT ' - REGHARGE BASINS-20'-0' INSTALL SILT FENCE BARRIER �:j0 9 '�- xR.O�P:1 �� O 100• STEPHANIE b WILLIAM � USE: SITF DATA: K ON-SITE STORM DRAINS OR PRIOR TO ALL WORK e J. RECHARGE BASINS= 10'-0 "18/' `: .. .. : ..,. 0 .. '{ D�°R(5A I -HYDRO-ACTION SET-N-60 ON51TE WASTEWATER TREATMENT PLANT,UNIT INCLUDES: TOTAL. LOT AREA: 22,511 50.FT. (05168 AG) TO TIE LINES K CATCH BMW,NON-LF.AGHIH6=10'-0' �� 1�-�� '' PUBLIC,WATER �� MODEL AN400,GRAVITY SYSTEM WETLANL AREA: 4,2&b SQ.FT. (O.IOCI AG) o.SAN.LEAGHING Ft'�LS=a'-0' PROPOSED EROSION CONTROL MEASURE: FND o / FNDo <' •• DE516N FLOW: 450 6PD BUILDABLE LAND: 18,225 50.FT. (0.4282 AG) P.PROPERTY LINE5=T-O' PROVIDE SILT FENCE BARRIER a DRIP LINE OF TREES(TYP OF 4) P05r o Posr N 86'S6'00``W ,:;'. 55:7.4' STK (� •• , x x19.0 EX. DRIVE SURFACE MATERIAL(DIRT) MAINTAIN GRADE 5 BEYOND ETU THEN DROP DOWN 6 A RATE OF 3 TO I MUILDABLE LAND = LOT AREA-FRESHWATER BOUNDARY To WESTERLY PROPERTY LINE) a TOP OF E BBI FFMBIT OR STEEP SLOPE SEE STANDARD AND SPECIFICATIONS FOR PROTEGTIN6 � � 5HALL REMAIN WITHIN A66E55 R.D.W. � � •• OP5(OP /CNTRL GENTER) W ALARM BEACON f AUDIBLE HORN ALARM(LOGY REMOTELY,AS SHOWN) (15%SLOPE OR GREATER)=25'-0' VEGETATION DURING CONSTRUCTION ON DWG 5P4 0 \ 6~ ■ EX15TING DIRT DRIVE PROVIDE: S.5EPTIC TANK.PUMP 5TA,GREASE 0 \ 1 *\ WITHIN THE SUBJECT PROPERTY 'FLAG'5HALL �k �r� 2" U/G ELEG CND FROM DWLG TO REMOTE CONTROL PNL LOT COVERAGE: AREA: TRAP OR MANHOLE=6-0' \ 18 1 *\ BE REMOVED AND REPLACE WITH PERVIOUS 2" U/G ELEG CND FROM A.G.TO OPS ��GTLIRES TO BE REMOVE LAND N/F OF4. T.SWIMMING POOL=20'-0' 0 + GRAVEL MATERIAL IN KIND(AREA: 1354 SQ.FT) ARIIZUMI 8 BERRI\ v . Ib \ 2" U/G VENT GND FROM P.T. TO HOUSE STACK EX. D4dELLING ±168 SQ.FT. U.DECK/RAMP=5'-0' , DWELLING �� / `LOG.OF EX.SEPTIC 5Y5� GFI CONVENIENCE RECEPTACLE NEARBY CONTROL PNL EX. L01 COVERAGE: t768 5Q.FT. 04.21%) PUBLIC, WATER o \ ��� YrG� � i14TOP OAK l � TO BE ABANDONED PER `P� +� � \\- 9 TO REMAIN " `�% �, LAND N/F of 5EE DETAILS ON DW6 5P3 6� �$ �4� ��2 A OAK TO ; '.: SDH`'� T`'� * '2� JOHN & TERRY GORGA PROPOSED STRUCTURES: / �, BOxED NOTE,THIS DWG * DWELLING PROPOSED LEAGHING FIELD \ Q +++++ \+ - O� f f,,,:,BE REMOVED 'y `� PROP. DWELLING c �o .. ,,, . \ X84 SQ.FT. (±3.755 ) ,�, y�'�+ ;' a PUBLIC WATER + + xs r'. (I) 8 x 12.0 EFF. DP LEACHING POOL FRESHWATER \ + TES l' }r ;• �4 0 OAK TO USE: =t=:' � ABANDONMENT BY REMOVAL: WETLAND BOUNDARY ` \ + DBL 12°m oAr,�-,� HOLE + ,. . ';:� ` "' �: BE REMOVED \ PROP. f�100D DECK ±302 SQ.FT. (±1.6695) + + + + + + + /�� . _. :> '':`?r? EXIST.SYSTEM TO BE ABANDONED BY REMOVING DELINEATED BY t b + + + + + \ TO REMAIN 115 +'~ \ :; rr `11p",p OAK TO \ ALL RESIDUAL SEWAGE WASTES BY A LICENSED LOCATION FOR 50% EXPAN51ON SHOWN PROP. COVERED PORCH ENTRY ±18 50.FT. (±0.10%) EN-CONSULTANTS 14 + + . 11-i BE REMOVED ` 1 + 1 � + + + + + + + �, 118 WASTE HAULER,REMOVIr THE ENTIRE STRUGTuzE(5), �j MAINTAIN SEPARATION DISTANCES ON JUNE 26,2018 4 +I++1�+1 + +�+++ +++++ A\ r`�� / � 1b�...... x \ \� t,J-° BAGKFILLIN6 WITH SUITABLE SAND AND 6RAVEL MAINTAIN 5% GRADE 20' BEYOND PRECAST COMPONENTS PROPOSED LOT COVERAGE: ±1,004 50.FT. \ 1 + ++S++ ++ + Q+ + + + + + + MATERIAL,AND PROPERLY COMPACTING. • SEE DETAILS ON DWG 5P3 Ll 6+ + + +++ '(2)±IS"�OAK ++++ \ I1.3 \� \ \, \ r, �� INSTALL ADDITIONAL COMPONENTS: ++++++ * TREES TO REMAIN4\ I POLYLOK HDPE DISTRIBUTION POOL (5EE 5HT 5P3) !R444 + + + + + + + + �+ + ++++++++4444 + + + + + + + + + �\ yy' x + + + + + + + + + + + + EXISTING SN. \ 'S ��' USE ENDGAP LEVELING DEVICES (TYPICAL) + +***++ �++ + ++ +++ ,+ + `''��``� 157Y FR DWELLINs \ Ex15r1N6 '�\ �O. 5EE 5ANITARY PROFILE ON DWG 5P2 IYj Q4 + + + + + + + + 67�'+ " + + \ � o TO BEREMOVED#1422� xlb.4 CONTOUR TO BE x� PROPOSED O \ `+ + + + + + + + ( Z + + `� / REWORKED x199 xi 3'x6'COVERED PORCH ENTRY + + + + + �"' F.FL EL. 18.6 f! W/STEPS 4 RAIL TO CODE, \�++++ + + wv od + + + + + + ' / SEE PROPOSED PLAN, f� I8 5Q.FT. 1- \\ + + + + + 4 + + + + + + + + \ o + + + + + + + + +14+ + + + + x �, i +++ +++ + PROPOSED 50' I8 - f .: V + + +++ NON-D15TURBANGE BUFFER+++A+ Ib `•, ��� �� ' \ �cr �v� .\ 0/ m + + AREA TO REMAIN ++\\* y\L f \ SD,.: .:.:. '•. v �� Q \9 \ i 114 v NATURAL AND UNDISTURBED 14+ f Mi T + + + + + + + + + �� ±14"0 OAK -q° n�"' / 2 VACANT 60' o r ` `Z \ ` -o LAND N/P OF \� �� S 25°5 4'20"E w m + + + + �2 + + + + + + v, x TO REMAIN t 0 5- `� lsssso� + + + + + * + + + 4 + + t \`�, '` �� REINHARDT y J f a �'.. 15.00 x z + + + FROM SAN�5Y5 VA�ES T DWELLING 5 �� + ICS + + + + + + + _ PUBLIC WATER 3 \ O � � � 1 t� \ ix DOUBLE �y (� �� C r �` � : \ 'fT 2 .f + + + + �� I4 �+ PROPOSED DEMOLITION ± X5 / 12"� OAK TEST \ \ ` ++'4 + + + 4, \y �` EXP \\ (MAX ALLOWABLE GRADE DROP IS PROPOSED (n Q + + + + +•�, + • EX. DWELLIN5 AND WOOD TO REMAIN, HOLE +2 I - / + + + + + + + + + + + , i / WATER SERVIGF GONNEGTION; \ + 4_ x \� , + + + + + + + + + + �+ STEPS TO BE DEMOLISHED / �\ x115 v� ! \� 555 WITHIN 20 OF SEPTIC SYS.) PROP. POWER AND GOMMUNIGATION \ + + r + + + + + + + + + + + 2\* +i* y AND REMOVED '` ( \� T \ `� \ �+ TAP EXISTING WATER,MAIN IN STREET. (S� \ * + + + + + + + + + + + + L+� �� .. TL AREA: tTl9 SQFT. (� 5`M DP o TAP POLE FOR CONNECTION TO POWER AND �� Y Ex.UTIL PROVIDE WATER LINE TO PROPOSED (S� + + + + + 'z, y Geo LAND N/F L o / 3 1P \� p� COMMUNICATION 5ERVIGE5,RUN UNDER GRQUND r1 �� 3 �. � WATER METER E--+ � O + + + + + + + + + + �0� COLOMBO DWELLING \}� / I�•8x ate. ss y \ p POLE * � F '�x PIPE W/C.O., �� s � �' --� �3 LINES IN COMMON TRENCH PER PROVIDER'S �" 1.C7," � N + + + + + + + + IC ���aU PUBLIC, WATER \ ,�fG �p ETU 045. 'yi \ +\ I 1 do /AUTO-VENTED(AIR VENT TIED' ;�� o� REQUIREMENTS 6� PROPOSED WATER LINE SERVICE: p $ + + + + + + + + a� + *+ ++++ + + �i�o°�` 50' WETLAND OFFSET LINE x11. \2A �,IpITo HousE'VENT srAr,K) LP (_ � \ x/ r RUN PROPOSED WATER LINE TO MAIN IN w cfl N \ \� +++++ �h�� . PROPOSED LIMIT OF CLEARING, o� \ , +� c�9 20 AMP MAIN SERV. 0 S \ / / f IN EXISTING VAULT AS SHOWN. STREET CONNECT TO PROP05ED METER PROP. \ ,y x :,. ... •'xla4 f(� W � ZONE X + \ GRADING AND GROUND DISTURBANCE. x� WD DECK FROM MAIN PANEL y / "��$ /r `' r MEET 5GDH5 AND SG1WA TO REMAIN + + , :. rT W t` .+ %r k N HOUSE / \� ! /� ,,\.:....•:, ,r.:.. h••�--I \ ` + p�P� b \+ DR.a 22A2' �/ 21. LAND N/F OF MINIMUM GRD ® 5' ARIIZUMI 9. BERRY �l`R�� co��j��/� ���.��'��. '•.. '::� C�� EXISTING WATER METER VAULT: ZONE AE y \ � � � OFFSET FROM ETU DWELLING ND / / ... �,. ~ ,. :. •.. _ X o�ER 9 �.: :, INSTALL WATER SERVICE METER PER W Ll l \per `Q s �c�` (MAINTAIN 6RADE 5 BEYOND PUBLIC, WATER / /+\, .; . .; \ .� /,c" 5GWA REQUIREMENTS (EL 7) �. ETU,THEN DROP 6RADE DOWN p o A1C ~:: moi EXISTING (2) #EES OAK �� E \116 AT A RATE OF 1:3) Ex S g�S O0E , ; � �Q PRIVATE WELL ENGINEER: SITE PLAN - \+, TREES TO _/ / UTIL /X O w `� � EXISTING CONDITIONS � REMAIN} � � .-* � `` � , o POL 24.77 /� �• ��'.'•��•:•��� �/6 0 5 ,� � TO BE USED FOR 0 \ /8 {�+ 0 FND PIPE� - u ❑ /� �( ` t9:• .. ,� ^ 0 �0. ��p �N.:. / IRRIGATION PURPOSES + + /� \I6 �� �I�p�,�\. $ +i* okp I x x-x--x--/ (Q: /�� }, r+s} ) ` $ i P PROPOSED 4YI WOOD FENCE , ,. t� + + + �* / 0 H 1 :: j ° APPROX LENGTH: 1504 LF, j,,;; + POST° /� :RD ° `''µ 1 INSTALL AS SHOWN LAND N/F OF - 4 20 10 0 20 40 T /� P05T 55.74' �:. '''"•�•.'••.•` ••,. .... ND STK STEPHANIE fi WILLIAM GORGA m 1' = 201-0" i + ':.: 2i7E {:;i;.:r x190 DWELLING GRAPHIC SCALE PROP05ED CONTROL PANEL AND BLOWER: /�` /N86'56 00"W \�• PARTIAL < $ RAVEI:::: ' \ PROP05ED PUBLIG HATER a tP C s • REMOTE HYDRO-AGTION OP5 GNTRL GNTR,BLOWER MOUNTED ::( � ::::' 3 a•`� AND 6FI RECEPTACLE ON'H'FRAME,SEE 'PROPOSED 2 PERVIOUS GRAVEL DRIVEWAY G� SANITARY SITE PLAN BEDROOM SANITARY 5YSTEM'GALL OUT,THIS IN PLACE OF Ex.DIRT DRIVEWAY _ • FOR MOUNTIN6 DE-516N AND REQUIREMENTS, PROPOSED STORM DRNG LEACHING POOL, SEE PROPOSED'H'FRAME DETAIL',ON DWG SP2 Ib / 1 �`�� : :: :`::::: !„ 8'4x5'L D.L.P. �~ JEFFREY T. Ell1TLER P E. • 5EE 'CONTROL PANEL REQUIREMENTS'NOTE, ` x/41-1 � � y,MIN 5D. .::.::':.::;: I/A OWTS UNIT SIZING: ' THIS ONO. C ±14"m OAK \x -•�G��(I�; 15 1.5 0 15 30 TO REMAIN �_ LAND N/F OF Q SIZING PER GRAPHIC SCALE I" = 15'-0' 12 n 14 � �L` f a' �O 1• \0 M \. JOHN 8 TERRY 6OR6A O PROPERTY LINE UNOFFICIAL COMPILATION OF CODES RULES AND IO + + + - �� k l �, DWELLING 6 + + DBL -12"O VA � ( EXP � PUBLIC, WATER O REGULATION OF THE STATE OF NEW YORK TITLE 10 ; + + + i C,� TES -1 � DEPARTMENT OF HEATH.G-IAPTEIR 1I.PART 75. + 1+ + + + + + f HOLE '1> \ , / \`o� PRINCIPLE YD SETBACK ` a� + +j + + REMAIN x/� // �y Iq l s \\F� O STANDARDS FOR INDIVIDUAL ONSITE WATER SUPPLY 1 \ � + + + + + + � � #, (TS � � � z AND INDIVIDUAL ONSITE WASTEWATER TREATMENT + + + ', I xl� 3 _ s �j PROP 5ANITARI'PIPE -sus se + + + �� \, o m I F-+ � ,�j ----- SYSTEMS.APPENDIX 75-A AN5 DE51 O FRESHWATER ` + + + I2 +\ + + �+ ,c +, ><% Ig BTU � VD .� O I Y DEMOL15HED OBJECT(TBR) ------ SECTION 15-A.b SEPTIC TANKS 1+ IQ PF OPOSED 50 +� a $per Q AG,: 1 0 x 4'3X \\.,o _ (� •THE5E PL ARE &EDT + + \1 TABLE I: DAILY DESIGN FLOW = TIO 6AL5/DAY/BDRM WETLAND BOUNDARY ` 6+ + NON-DISTURBANCE BUFFER + �� pT xl8b LP,; �\�T � -So -So -sn - COMPLY WITH 5.6.014.5.STANDARDS PROP.STORM DRAINAGE PIPE TABLE 4B: APPLICATION RATE = 120 6AUDAY/5F. DELINEATED BY + AREA TO REMAIN + + 11.3 FOR APPROVAL OF PLANS AND + + �' / >A88 \� Q S a -1 N Z EN-CONSULTANTS + + + NATURAL AND UNDISTURBED + + � x x �� / � i S� J GON5T1211GTI0N FOR 5�1A6E I + + + + + + �+ + \ + + }/ss�\ \ Da a 22a7 Z\� o `�\ , � w I PROP U/6 HATER SERVICE w H I/A OWTS UNIT CALL: DISPOSAL SYSTEMS FOR OTHER ON JUNE 2b,2018 ' + + +* + ++l+ + + + 4 .+ O; = N of N�Vt'YO�:K CI�� THAN 51NGLE-FAMILY RESIDENCES- 4�,+ \+ + +\ '-� c & SONG 15�ANb E�5TIN6 WATER MAIN w FORA 2 BEDROOM DATED 12-29-2011. * + + +.Sb+12++++ + ^q ++++ +\\+` �;i� P POSED PROPOcD \•00 E�5TIN6 OVERHEAD UTILITY LINE: - SINGLE FAMILY RESIDENCE PER 5.G.D.H.5. •OWNERS AND INSTALLERS ARE TO + + +a �" + ++ + + + \1 BIL' DOORS x14.4 • PROPOSED SANITARY DESIGN FLOW: 220 6PD FAMILIARIZE THEMSELVES WITH "� +,t+** +\ B + + 5 (� + + + + + 3'xb'COVERED PORCH ENTRY Q- W LU m OWNI R CARE OF SAN. SYS: �' QQ Q + +\ + \+ + + + + + + + + �.� / BSM ENT. W/6TEP5 d RAIL TO GODS !�,� 800-272���UO 81 I as 2 BEDROOMS a TIO 6PD/BEDROOM = 220 6PD SECTION XVII -GENERAL \ \ + + + + \� * * (2) ±l81 OAK r O Q + . * + + • FORMULARIZE ONESELF WITH THE Z PROP.U/G ELEGTRIGAUGOMMINIGATION REQUIREMENTS,XVI.2 -I/A OWTS 1 \ 18 / Z • USE(I)HYDRO ACTION WASTE WATER TREATMENT PLANT �T +� + + + + + TREES TO REMAIN � L I••LI � O 5MVIGE LINES: ub u& w ue MINIMUM DE516N REQ'MNT5 AND ° + + + i / MANUFACTURES RECOMMENDATIONS FOR USE MODEL No.AN400,GRAVITY SYSTEM + + + \+ + + + + + + + o ,�qj`� ` e / CARE 0.=5ANITARY COMPONENTS. Q ~ www.dignetnycli.com .. TOTAL TREATMENT CAPACITY: 450 6PD SECTION XVI.b-ELECTRICAL 57, r + + �+ + + _ �y 18 / _ ,� or www.call811.com 16 -� _ ALWAYS E-i QL PROPOSED SANITARY SYSTEM: HYDRO-ACTION REQ'MNT5. THE AFORE MENTIONED + + + + for other states •• TOTAL WORKIN6 CAPACITY. 1,215 6P0 ST +++ + +++++ 1� + + + \ / R C ANY FUTURE SITE WORK A # N ( ) 0 COVER TO GRADE A/I OWTS /��Pr •• FLOW RANGE:50-450 GPD 5EGTION5 OUTLINE MAINTENANCE AM �, \ � ++++* � y,\a ' d � � a / ' UL W l WAR BOW GRADE \ GARS OF INNOVATIVE AND + + + + THE PER.METER OF r TE WASTE WATER ~ By law,excavators and contractors \-^�/ •• LIQUID SURFACE AREA: 34 5Q FT. ALTERNATIVE ON-51TE WASTE WATER '} + ++++ ++ ( ++ +++ + `���•' TREATMI14T UNT TO PROT5GT THE ~ Z 1�- V Q O working in the five boroughs of New York •• SEE DETAIL FOR INFORMATION,DW6 5P2 \ 0 PROPOSED _ N TREATMENT SYSTEMS REQUIRED BY � + � + + + yP�+ + + 1# + � �, / COMPONENTS VEHICULAR DAMAGE. � Q g g LEACHING EXPANSION •• MAINTAIN READ SEPARATION DISTANCES,THIS DWG A + �� + + + + + \, cs Cit and Nassau and Suffolk Counties on _ - TEST HOLE 5.C.D.H.S. \ ° + * * \'L\ + + + + 00 + - x Q m / 01 \ 4 / 2 STORY FRAME DWELLING LL Y POO: POOL � �` r + + + l2 Long Island must contact DigNet, ;;1 CONTROL PANEL RE UIREMENTS: °,� + + + + ++++*���(�\\'�' + + + �� ~ a 3 I 1-800-272-4480 or 811,at least 48 hours t� LP / " / E�STTNG UTILITY POLE `� Q + + \ + + W/ BASEMENT Q - N ,ExP� •j \\ + +• 14 �� ` SGDF}� REF. No.: N but no more than 10 workingdays I. THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON SANITARY LEACHING POOL SIZING: `'� ,�, \ \` � \ + + �o + * + \� F�e?�/ F.FL EL. = 23.0,2 BEDRM W I- Y 1 + + + \ + + + + + • \ / (excluding weekends and legal holidays) A 51JITABLE PEDESTAL WITHIN VIEW OF THE SYSTEM PER 5.G.D14.5.DIV151ON OF ENVIRONMENTAL QUALITY �y + + + ;\Oy + + + + + \ g\\/ ` - O LL. prior to beginning any mechanized digging PROFUSED STORM DRAINAGE STRUGTURg THAT IT SERVES.GNTRL GNTR AMD BLOI^ER SHALL BE STANDARDS FOR APPROVAL OF PLANS AND GONSTRUGTION FOR � 'N + + \' �+�+ + \�°' + + + + + + +�-� 0P• X � 1 � O O \ ; + + + + + + 2 / v EXISTING I STORY FRAME DWELLING - MtOUMTED 35 ABV FINISHED GRADE(MIN)OR ABOVE 5EWA6E DISPOSAL 5Y5TEM FOR 51N6LE-FAMILY RE5IDEMGE5 \ \ * + +` + + + + + + + + + + �/ R� N O or excavation work to ensure underground STOFMTWATER LEA(HIN6 POOL 5D �' 'Z y 4 b PE TO BE DEMOLISHED AND REMOVED z BFE PLUS 2.0 FREEBOARD,WHICHEVER IS HIGHER '+ + + + + + + + + + f° a lines are marked. Excavators and -1 DATED: DEGEIBER 2q 2011 yy 2 \ Q _ contractors can also submit locate (�DWG.FOR COVER REQMT5) ��; �. 2.EXTERIOR PANEL(NEMA 4X SPEGIFIGAlIONS) '',7 � � \� ,\* � +� + + + + + + + p�pp�6 � ( ALL MATERIAL/DEBRIS TO BE HAULED TO / + + + + + + + + + + AN APPROVED UPLAND SITE requests online,through ITIC. If you do not O OPEN COVER TO 6RADE PLACEMENT ENABLES THE SYSTEM TO HE SERVICED AT * + + + + + + + + 10- REQUIREMENT PER TABLE 4: IV o - + + + + + + + + dEE ANY TIME,ELIMINATING THE NEED TO PGGESS THE MIN. LEAGHING SYS. FORA 2 BEDROOM RES. PROJECT \�` +°-� + + + + * � 50 WETLAND OFFSET LINE w' �+ �'1 O currently use ITIC,please call 0 SOLID COVER TO GRADE INSIDE OF INE BUILDING. r \ + + + + + + E�'�� Q 1-800-524-7603 for more information. SOLID Gt7VBR BELOW GRADE 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO MINIMUM SYSTEM (300 50 FT 51DEHALL AREA) \� +�� + + + + e�¢ `` �I`' PROPOSED LIMIT OF CLEARING,GRADING EXISTING, PREVENT 6A5E5 AND M015TLIRE FROM REACHING THE MIN. 50% EXPANDED SYS. (450 SQ.FT. 51DEWALL AREA) ZONE X \ ++ ++++ ex`'�`N p�O ` AND GROUND DISTURBANCE. W \� E For safety reasons,homeowners are _ SPOT ELEVATION xb.0 CONTROL PANEL OR JUNCTION BOXES. _ �+ * Q PSP ! 0 Q'lj { �,.1 strongly encouraged to call as well when FINr-*WI LOORELEVATION FR.EL.- 4.5Y5TEM SHALL BE EQJIPPE3D WITH A FUNCTIONING F� 6 C)• L• SEP 3 2021 , PAGE. planning any type of digging on their PROPOSED WARNIN6 5YSTEM WHICH WILL ACTIVATE AUDIBLE AM SANITARY LEACHING POOL DESIGN: � \ 2 21 PROPOSED 6ARASE FLOOR ELEVATION[ 6RFL.= SPOT ELEVATION xqA VISUAL ALARMS THAT GAN BE READILY SEEN AND \ property.Homeowners can contact us HEARD BY THE OGGUPANT5 OF THE BUILDING SERVED. SYSTEM REQUIREMENTS: ZONE AE \y `� directly at 1-800-272-4480 or by calling EX1511N6 CONTOUR 5.PRE55MIZED MUST BE EQUIPPED WITH A CONTROL 300 5Q.FT LEAGHING AREA / 25.0' 5Q.FTYVERT FT = 12.0 VERT FT � EL 7 � PROPOSED EROSION CONTROL MEASURE: Southold Town 811,the national call before you dig 6- 1 -� ( ) SANITARY SITE PLAN Board of Trustees PANEL WITH MEANS OF GONNEGTIN6 A PORTABLE USE : I - VIP POOL x 12.0 EFFECTIVE DEPTH W PROVIDE SILT FENCE BARRIER B DRIP LINE OF number.For excavation work completed on EXI5TIN5 CONTOUR GENERATOR TO OPERATE THE SYSTEM,DURING A W \ TREES(TYP OF 3),SEE STANDARD AND personal property, it is the contractor's TO BE REWORKED. ........b............ POWER OUTA6E. LEACHING AREA REQUIRED = 300 5Q.FT. OF SIDEWALL LEACHING - SPECIFICATIONS FOR PROTECTING VEGETATION responsibility--NOT the homeowner's-to b.ANY BLOWERS LOCATED OUTSIDE OF THE I/A OWTS UNIT LEACHING AREA PROVIDED = 300 5Q.FT. OF 51DEWALL LEACHING LAND N/F OF ` " "' DURING GONSTRUGTION ON vW6 5P4 SP2 contact DigNet. Having utility lines marked PROPOSED CONTOUR MUST BE PLACED ON A PAD(CONCRETE,PLASTIC OR b 60LOMBO 20 10 0 20 40 prior to digging is free of charge. FIBERGLASS)AND HAVE A SOUNDPROOF ENCLOSURE III = 20 O SGDHS APPROVAL AREA- PUBLIC LOCATION FOR 50% HAS BEEN PROVIDED PUBLIG WATER \ GRAPHIC SCALE of 4 I SCDHS SET PROVIDE 20 AMP BREAKER I q (2) 2x8 x(LENGTH TO SUIT) AGQ O /, O o 0 IN MAIN ELECTRICAL PANEL �I"n'/GOMPRE55ER POWER CIRCUIT HORIZONTAL GROSS MEMBERS(TYP) ria ,----- - IN PROPOSED BUILDING FOR G G I I GBI MI �n f r �' • m n , v l 'J --_�\ PROPOSED I/A OWTS - USE(4)Ys 0 GALV LAG BOLT W/ �,,�.x,,wN,.� BLK BLK BILK o SIDE cur cur ro ACGEPr AK-0 8 0 917-1 I L) LI SPI SPRAY PUMP RATINGS: o POLYLOK SEAL PM No30Dl GALV.WASHER a HEAD • • -1 I I OYP 0 EA.POST) I/A OWT5 �� I z FUMP 3/4HP O 115V H TYP.40 PL65. ELECTRICAL �I 1 4 X 12 N N WFfT NHT N MOTOR 15A FLA ry o GNTL Pf L � a D INSIDE !ID VIEW USE BOX COMPONENTS: • 12'w x 14'n • ❑ ❑ I ® FRONT,510E VIEW HEAVY COVER P/N 3017-620 ON ON CIN ON ON � I I NO ENCLOSURE HINGE TO THE RIGHT I � GB2 M2 65R b LOOPS III �J b'TALL RISER P/N 3009 4x4x8'L6 AGO TIMBER POST w ,- 12'TALL RISER P/N 300q-R12 MINIMUM COVER 36'BELOW 6RAOE TFE WORM PAW BOX zo zo zo o O U I I wmraea n °� O BILK LK BILK RPI FUMP RAM 4 ROTOFI.OW EQUALIZER PM 3050-4 INCASED IN POURED CONCRETE IN MJST NE PLACED ff"ON OFF OFF OFF OFF OFF ILI z r- ® > REGIRC 314W o 115V " 9 12"DIAMETER 50NO1UBE.(TYPICAL) A SUITABLE FWE5rk PUPM 49 w, �4 z ►� DISTRIBUTION BOX DTL VIEK OF THE 5Y5TW 7MT 1T WHT k WHT ( Nr l MOTOR 15A FLA Pan gC�.��977= sMvg.CMROLCaMZ I � ��� �[� �- c CBS a o' ce I d POLYLOK 200'0-BOX SCULL BE I OIXIM 35'ABV `A I tx o f O�I�®f�{O�I SLE o MATERIAL-HDPE FNI%W 6RADEMV OR ~ Q p N I SCALE: NONE ABM BPE,NIf.FP.NB2 15 0 0 0 0 0 > 663 M3 � TOT BLK MPI MIXER FUMP RATINGS, I I < PUMP 3/4HP a 115V Gl ;' O O O 4 I e X: tn 1�"L7 } L4 1 L, 3 L- Lt I � � N WHT MOTOR 15.0 F.LA. �""' � !2 N v _LABEL` !31DE OF U'�, ! '� GRADE I T � T=====____� II f\ p/ QJL kid 6J3 I I 5': }' D� )1CA�kLJJ° D°��� II II R3YJM I O GB4 `J / v z d /\ //\\/ / 72 j-� z _,i < .rzo °_� II �1J`,� 4 II �l1yDl-J'�l II lJ J L=====____� L=====__ � � � N GRY 0 GRY r �� �� �' � vl COMP COMP.WINE&. /� N d m 1/4W 0 115V \ \� I /� \��\� 1 ` \X/� u cy cv MOTOR 5.4 FLA. HHT N I C� o� ao oNo� so rn ELECTRICAL NOTE: ALL Morons Musr HAVE i I j C INTERNAL OVERLOAD PROTECTION. m �"I'� SCHEMATIC DIAGRAM 1 L� ��} C' '��. '� � ® �� � � � � ® ® ® ����` ' � r + ' < 4 1 . SP1 N RP1 N PI N Ci fl 1 2 3 4 5 6 ® 1 �G�Ar�I #� E [�p�UGRQIG�y cfFEpt(M�SErF I oN� oo� �1 ItIO PUMP) puffp) ��" I 2 LRI-01 RED/WH • FLOAT SWITCH TO BE RATED AMP AT 120V BLU I„tl WHT I ,• MAIN MINIPAr EL DISCONNECT MUST BE PROVIDED �U PROPOSED 'H' FRAME DETAIL BY INSTALLER. I 2 LRI-02 PINKA4i WHT I I • DASHED LINES INDICATED ITEMS NOT M2 (STRUCTURE FOR I/A 0l^lT5 CONTROL PANEL MOUNTING) NONE CONTAIN IN THE PANEL. PINKMH ��E' • REQUIRED TORIJE FOR TERMINAL BLOCK A SCREWS IS I6 IN-LBS. REGIRG RUNNIN6 • FIELD WIRIN6 MUST BE A MINIMUM OF 60'6 BLU I 2 LRI-03 YEL/WH WHT ' COPPER WIRE. M3 FINISHED 6RADE O O o \� - o YELMIH 6 MIXER RUNNING �R� Y 7- LEACHING POOL CONSTRUCTION CRITERIA: BLU I WHT 2' �`+ N I.FOR AREAS ON SAND AND 6RAVEL,THE DESIGN OF LRI THE LEACHING POOL SHALL BE BASED UPON A LRI-04 MAXIMUM LEACHING RATE OF 15 GALLONS OF SEWAGE BLU RED CONCRETE tt PER DAY PER S.F.OF 51DEWALL AREA. I6 PLG INPUT CHIMNEY 20' �� 2.LEAGFHN5 POOLS ARE TO BE CONSTRUCTED OF RETE(OR EQUAL) A5-1 MIN \j��j\ LEAMN5 STRIX�PRE(AST D,50LIO;DOME5 d/OR SLABS. ego, \\ m BLU PINK - `\� 3.LEACHING POOLS SHALL BE A MINIMUM OF 10'IN NEW 20 AMP, I POLE BREAKER DEDICATED TO FROM UTILITY � R our51DE DIAMETER. HYDRO-ACTION CONTROL PA PROVIDER Q O BLU 5 b RED AUD• '\\� I MIN 4' DIA. ® I 4.ACCESS OPBUNff�WITH A MIH DIA.OF 20'SHALL 120 VOLT Im SERVICE TO INCOMING m ALARM APPROVED ® BE PROVIDED FOR EACH POOL SERVICE I PIPE PITCH ® I 5.ALL COVERS,WHEN NOT REQUIRED To BE BRO.16HT HYDRO-ACTION GONTROL PANEL (DETERMINED 4 W N MUTE ORG BRN \ Ye°PER I'-0' ® TO 6RADE,SHALL BE OF PREGA57 REINFORCED 0$6,#b IN Is PVC PIPE) BY OTHERS) Z (N HWA \//\� ® tt]] CONCRETPERMITTD(OR Et2UAU.COVERS OVER 3 A ARE NOT o�G BLU %\�\\ 6. ALL CAST IRON GONERS SHALL BE SET AT FIN. U: m �T / / HYDRO-ACTION HYDRO-AGTION UTILITY -_m JJ_J O / 6RADE,I3E LOCKING,WATERTI6HT,INSECT-PPOOF # ' \\ / AERATOR I/A OWTS MAIN BUILDING SERVICE ALARM I 3 MIN. LU MLLARR I /\//\ APPRovH�FOR SB�IAGE USE.II ELEGTRIGAL CIRCUIT BREAKER METER \ LIGHT '�j CONTROL PANEL PANEL oRc � �✓r < RED BLK WHT / \ 12"w x 14'11 Q LU LL // XO z I I ®® I �� ELECTRICAL NOTES: � • = O ENABLE ®® //\�%\ I. BURIED ELECTRICAL POWER CONDUITS SHALL-BEA EXISTING 6RGUND ROD - O BLU 1 2 YEL I 1 PLG INPUT ®® // KNIRH OF 24 INCHES BELOW 6RADE. t� L- ] ® \ 2.ALL ELEGTRCAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEG. - Q OVERRIDE <��\ I 8'-0' rn I 3REGORDED 5rOPPER OR SUITABLE COVER - NN BLU 3 L4 YEL/WH 12 PLG INPUT /\\ 6ROUND WATER ELECTRICAL ONE-LINE DIAGRAM END P� TO GRADE m GSR C SCALE• NONE BLU WH INK COLLAR DEPTH I4 PLG INPUT (BACKFILL TO BE GLEAN SAND -� AND GRAVEL) 5 d ¢ -SEWER PIPE w LU LU TIME DOSE ^ TAN 17 PLG INPUT �„u¢,`� 30ELBOW NOTE ADDITIONAL GLEAP;aIr SHALL �-YpIGAL BE PROVIDED IN INTERIOR.OF BLDG, PI N RP1 N MPI N Cl N 1 2 3 4 5 6 - - - NO HOUSE TRAP SHALL BE PROVIDED EXTERIOR ENGINEER: BLU DEMAND ELEVATI 0 N PER IRG 2015,F51-01.4 CLEANOUT ttT5. m 3 3 m = LL SPRAY 0 TAN/WH 18 PLG INPUT TYPICAL SANITARY LEACHING POOL (LP) NOT TO SCALE a 131 H I NOTE5. �• HYE r- `' 5 I.FOR CLE If M(5)L06ATED IN TRAFFIC AREAS, PROPOSED n - � - L/ � Z Z PROVIDE WITil TRAFFIC BEARIN5 FRAME AND COVER 2 STY �'- 2.FORU5E KTN BUILDING EXTEN51oNa�GONNEGTbNS. 2 BEDRM DWLG CONNECTION DIAGRAM MAINTAIN SRs GRADE: FFL.EL.23D' A MAXIMUM 5%SHALL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY W/BASE4EyT REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 to FROM THE NEAREST ED6E OF THE LEAGHIN6 POOLS BEFORE TAPERING OFF IF A R15ER COVER WE16HS LE-55 THAN 60 LB5 A SECONDARY '` ��,, ..• ?�' m. TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE OR EDGE OF SAFETY LID OF DEVICE SHALL BE PROVIDED. THE SLOPE(EQUATES TO MAXIMUM DROP OF 12'OVER 20'HORIZONTAL) PROVIDE COVER: WHEN REQUIRED TO BE SET AT FIN.6RD� JEFFREY T. BUTLER, P.E. Qq' PROVIDE COVERS: / 2'm PVC PROVIDE COVERS: CONTRACTOR TO PROVIDE USE HEAVY DUTY,WATERTI6HT, WHEN REQUIRED TO BE SET AT FIN1�6RADE UM VENT PIPE WHEN NOT REWIRED TO BE SET AT FINISHED GRADE U5E: INSECT-PROOF AD_IU5TABLE AND LOCKING Q 25 GU.YDS OF RATEABLE 501E FOR •THERMOPI..ASTIG GONERS -LOGKIPLG,WATERTIGHT, / GOMEGT TO � •PRECAST REINFORCED CONCRETE COVER(OR EG DIAL) CAST IRON FRAME d COVER(CAMPBELL HOUSE STACK INSECT-PROOF,FLAT,SKID PROOF,BE APPROVED FOR SEWAi�E O \ THE PURPOSES OF REPLACING 1182 G OR APPROVE EQUAU USE d HAVE UV PROTECTION 4� UNSUITABLE SOILS WITHIN THE PROP05ED T TANK NITROGE , ° PROPOSED LEACHING POOL COLLAR. 6RD ® BLD6 = EL. 18.8' Q 397 AL. EXISTING GRADE OVER L.P. I � REDUCTION TAN EL 1434'MAX PROPOSED GRADE Z V RE-TR TA `�%`�' %' /`/ / i < PROP05ED GRADE OVER ATU A EL. 15,D' %� 77 OYB2 DP®EL. IgAl G.O. Z Ln \/\/\/\/\/i\i\/\/\,. /\/\/\/\/\/\�\/\/\/\/\/ / /\. \/\\, \/\/\/i\/\\ \, \/\/ /\ /\/\/.\ \/ /\/ / / LLO /\. . / DISTRIBU110N \•\EL. Il5 -T.O.'SM SOIL RIBBON }- ..; i n i i• /`/ /\/\ \ \ \ \/\ \// _ , i /\\j\\j\�i\\/\\/„ i.� / \\j\y� -( < N lu ---------- - I I I ( / /� \ , \,\:\,\.\ 1 O � y\`j\ \\j/\\j\\j/�j/\\i/��j\%i�//\i. _DP_-\\, EL. Ib 55 ,�i�� \\;!'����\� SOIL �/ /\��!�/\; - [-� ( l NON-RATEABLE41-SOIL B.O.5LAB. EL. Ibbl T 1 F H LINE , , , • PALE SILTY BRW SAND I ~/ i '/ /`i`/ / /, - r"r ;; \y ., , ,;; 4"4P 5DR 35 )PORT PIPE, %\\j\\j\\/EX. GRD ®, w F-- F- N ~ z O M'SHALL BE REMOVED a /\� \��\.'\ \\/\\/\\/, /\/ /, �: II II III \/i,\//.�'� /% DWLG TO PT 10.08 LIN. FT,�i\\ \\EL. 110'\ \Y Q K (Y ° II . \\ \ LP 8.0.POOL // // •/j\//\/\O.E. A.G. % I E ® PT. REPLACED W/RATEABLE I I III I I I I III O.E. _ \�\ \/\/\/� \/� II I I //< / / /i /i�i`/i /i m < p� III LEA6HIN6 POOL 6 EL. 16.oa ;i\\/ / = EL. ibb' ��. \- E ' > '1 /�/\/\/\/\/\/� (L 501L 5W OR 5P PER I I I I I I I EL. 16 38 // �/// / II II I I U %/ L. 16.1 MIN. SLOPE =Y4 / LIN FT j\\ \\//�\//\\/\\/\\/\\' O.INV® PLG GNTRL PNL WI HP80 COMPRESSOR A5TM STANDARDS (I OF I) LE. = EL. 16 31' I I ,I I �i\j/\\j/\\j/\\ij\\j/\\jj II II ����� I /\/\�//\�j\j j: 10.08 LG x Y4 - 252 = j\\\/\ NATIVE / 7- E Q Q AND BLOWER To BE INSTALLED REMOTELY EL. 14.5'-BA.4i'SOIL.RIBBON \ \\'\\/\\/\/\\ II II CHAIY�]F.R /\!\/\!\/\ 0.21' MIN SLOPE ,/\/ UNDISTURBED \/\'� EL. 16.91' F-�1 Z (SIE SITE PLAN FOR PROP.LOC J , , I I I I I I I I I I •I I 4"m SDR 35 XPORT PIPE, \//�//�//��/ I�.�. \ NATIYE\\ % \ \\\ ,r+ {- O \\ \\ \ II III POWER LINE AND M15G.GONNEGTIOHS TO BE Ei. 145 -TD.5G SOIL RIBBON I I PER SGDI I�STANDARDS FOR APPROVAL OF I I I I I I I I FROM A!.TO DP \�/�%� II II ; /,/ / / // /�/�/% - MODIFI®AS REQUIRED TO AGfAMMODATE REMOTE , / UNDISTURBED�/ \/\/\/\/\/\/\/\/\/ L NON-RATEABLE SOIL I i I ( I P�ETREA \\. LOCATION OF OP5 CONTROL CENTER A5 SHOWN ON PLANS AND GON5T12LCT10N FOR 5B^IASE REPLACE SOIL SITE PIAN BRW CLAYEY SAND I DISPOSAL 5Y5TEM5 FOR SINGLE-FAMILY 5.08 LIhL FT.MIN. SLOPE = II II ,�, \ �/�/ 'SHALL BE REMOVED d RE5117ENGE5,I2-2a-2orl UNSUITABLE 501E W/ 4"�SDR 35 FORT PIPES FROM :� II II I �\ ` /\\ `\ \\ \\/\�/\\/\\/\\/\\/\\/\\� ,�, ( �W N •I I I Y8 /LIN FT //,// %/,/ / //�,/\/j\/j\/j\//\/j\ /I I- TYPE 5P OR sW PER DP TO LEACHING POOLS � . _ . = II II I !\ \\! \/�\!\/\/\/\/\/ ANK REPLACED W/RATEABLE - - - - - - ASTM STANDARDS 5.08 LG X Y8 0.64 I /\// /\/\/ \ \\�\\/�\\/\\ . - O 501L 5W'OR 5P'PER SECTION 5-IO6.A.4. I I I b.bd LIN. FT,(WORSE CASE) //\/% �/ 7- 13 ~ CV 0.05 MIN 5LOPE v ASTM STANDARDS WHEN IN5TALLIN6 LEAGHIN6 5TRUGTURES MIN.SLOPE =Y8" /LIN FT --I III 1111111 I _ \ \ \` N O M IN va+r 6 E � I I i I � �� : � � '� : UNSUITAEILE SOILS SHALL BE REMOVED � b.b6'LG x N' = O.S3" = O.07'MIN SLOPE � ME INTO BLDG v»r STAGYJ . .t,�� I, t I t � � � � � � _ _ ` -Q '� � O tY� r ,\y AND REPLACED WITH SAND AND ,y ; \/�y /\�j ,' , y ` - i\ \/ - LL N s EL 115 -B.O.5G SOIL RIBBON/ ./ / / / / / /.% / / /. LL O / ,/\ 6RAVEI A66EPTABL.E TO THE \/\/\/\/\/\i /` \/\ B.O.CHAMBER 0 EL. IIA B.O.P.T.a ELS:I1.4" /\,'�/\/, t' �' �U C ' f _ '%�j//\\//�\%'\//\//j\\//j//j DEPARTMBJT,A THREE-FOOT COLLAR \%\�ygTl VE 501 L %\� \/i - %' N - INSTALLATION -++-- II �i� ;\%�i;� \\ '('� /\\� \\ I II II II , / / „ /\ EXTENDING DOWN INTO A MINIMUM OF /\/ TYPE SP OR SW? ; �, O.AMON ARN4W REQUIREMENTS: III III ;�\\��3-0 RATEABLE\\\ � 5IX-FOOT STRATA OF ACCEPTABLE q_ \\/�\\STD BE RETURNED \/ O LL I.TPE I/A OWTS TANK SHALL I I 1 II I I 1 1I j /. / 501E COLLAR /' . SAND AND 6RAVEL. \�/ /i ADVAMED TR A7 T UNU BE INSTALLED AT LEWL IN U I II �'� I II II //\y/ \,/ �,/ \/\/ �G/ATION \` I SEP 3 2021 O 7- ALL DIRECTIONS(WITH A 11 AEIAUI®N II II %\/,\i,./\i\ <\/\/\/� \/ /\/\/.•/ .-. NAM"TOLBZVrC.E IN I I C ]ER ANY DIRECTION OF r/ONEP.T. II II �/ //\/ NATIVE 901E \/\\ \/\/\i: \/ /�\// O / /, -S outhald 7bthm II II w i�%/\\ \ /\\j\\ \j\i' j\ Poirc► of Tru:,+ees GYIANRTERMGFIIONa PM ;\ TYPE SP OR PROPOSED SANITARY RISER DIAGRAM - MINIMUM 34WH THICK BW II ;�',\\ TO BE RETURNED '\\i %\\j\\j\\j\\j\\ r OF PROPERLY LEVELED TANK \/ /. / ./ E v 9 Y / /, / /. / / / www.di netn cli.com 1 II II POST EXCAVATION \\ f N�I�l�k.0 C11' s��GIJG ISLtiIJt? AND CtOM'AGTB7 SAP[) I I //r,/ ;-,•,, ,,/:,/ ,/\i \//.//\//�,/, or (�p�R�S)OR II II II \\/�;\\' �:\\� ,!;' /\\ ;\\! !: INNOVATIVE /ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYS. www.rall811.com PEA�AyU II II II II ! !�\/%\/\//\/j, %\/j,\/j�/j\ / 800-212-4480 811 (for other states) \\/\\ ` \ BA.POOL® EL 4bl \\>\ \%\ \ -'\%\\ \\ \` ` \\ \ \ GRAVITY SYSTEM I PAGE: Ill ! �� >\„\/\, i��/�!i�: SCALE. NONE \� \\ \� \ j By law,excavat sand contractors working in the five For safety reasons,homeowners are strongly \'\\-\\j\\ \\`\\ \\ \ \ ` boroughs of New Y,.,I,City and Nassau and Suffolk Counties encouraged to call as well when planning any type of on Lon Island muse contact Di Net,1-800-272-4480 or 811,at digging on their roe Homeowners can contact \ \ \ \/ i i 9 g g9 9 property.rty. 3 5 r 55' �j�j\/j\i �i least 48 hours but im more than 10 working days(excluding us directly at 1-800-272-4480 or by calling 811,the /\\/\\' weekends and Ir ,-,1 holidays)prior to beginning any national call before you dig number.For excavation HYDRO-ACTION WASTE WATER TREATMENT PLANT mechanized digging excavation work to ensure underground work completed on personal property,it is the lines are marked.E wwators and contractors can also submit contractor's responsibility--NOT the homeowner's--to MODEL No. AN400 (GRAVITY S(STEM) locate requests cnlmr, through ITIC' If you do not currently use contact DigNet.Having utility lines marked prior to SCALE: NONE \ \ ,\ GROUND WATER EL.L0 PER TEST HOLE /\\//\\/\\//\\//\\//\\// /\\//� ITIC,please call !-800-524-7603 for more information. digging is free of charge. F04'EGTE2 6�ROUND WATER EL.IA"i//� of 4 SCDHS SET i I FINI5HED6RADESTANDARD AND SPECIFICA'T'IONS 50' MIN. WOVEN WIRE FENCE (MIN. SYMBOL: ti—fit—li1I-1TI- =1 I 1=1 7711 ED 11: PROFILE EXISTING 14 1/2 GAUGE W/ MAX. b" MC:SH 5PAGIN6) X x FOR PROTECTING VEGETATION DURING CONSTRUCTION MOUNTABLE BERM (OPTIONAL) PAVEMENT ~ TYFI6AI FROM 3 $/ 51 BLDG. UNLESS 10' MAX, G. TO G. 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. ib INTO 6ROU0. a OTHERWISE '`ir� EXI5TIN6, FILTER z DIRECTED. k -'r:x"�. i` •^�. x.. • I I Allcr en-,;Ilccl plains(plot nc:p,l ar:prcparc`1 GROUND CLOTH ADJUSTABLE CURB BOX ,': `7 -'�: :-`�'- ,'-. 1 l 1 anotlt:r field tr,:c,c toald talc ,I;:rc ant BINGHAM t TAYLOR rcronnnrndation;made lir the ❑li„n to hr FIG. No. 4g01 BUFFALO • ' s%, , 0d. r`lin„r:,,3in<I,»,m,i»loco.`„„„Triads. 50' MIN. ._° —�i�� + r � �:l$^� d,�elhn_,,and utilitie,n,ay b:n0e,'.ed AN VIEW ua TYPE COMPLETE OR - *i- — z ~ ' S Con;tr'uction on stecl`;In•0;.0,')d,hle vol,. APPROVED EQUAL. � � _ •�.,- :�. ,��',�:,� ;. „ct a»d,.�tnd sura»,,,hoad h;a,t,�d;d, z �1 HEIGHT OF FILTER 4 � <�s�,- 4'” yp• •J,, Clc.1rn,�,.I,n,tt,,I,t,uld r:LI�h».•:,,c,l(�.r; .t,;,n EXISTING Ib" MIN. crit CURB STOP MUELLER ={ .,~ :i'_; ?'s{ •Pry- t. GROUND p ceded.incl panted 1110tild h: t— PROP05ED I'WATER SERVICE H-15204 OF ') Areas t,b �� // PERSPECTIVE VIEW APPROVED EQUAL. i,l.nured. tze,»:,i»i :,;ta,;,,n,hota<!bre»d z � (COPPER PIPE). It their surn>und!ns,s aunt or pto„dc,I`rciol I2'MIN. EXISTING ,� Q Definition GON5TRUGTION SPECIFIGATION5 fonenon;ui h:,;a tilrcr su'ip,hufli r r,.n0,.a /T/ / N PAVEMENT o ;tare», I. WOVEN WIRE FENCE TO BE FASTENED a -+ I he protr0 tion 0itre0s,shrnhs._,round rover and other SECURELY TO FENCE POSTS WITH WIRE TIES 36' MIN. FENCE POST ,e-t:t,,lit,n i`-om d;,mnwc b� ro»,»u.•tion equi,ment. z WOVEN WIRE FENCE (MIN. 1�2 I 1) TreOs.uxl sluubs ot',perial ,ea,onal inter;Nt.suer, � OR STAPLES.P05TS SHALL BE STEEL EITHER a � GAUGE W/ MAX. 6 MESH I' SERVICES (SEE PLAN aN ftouerh,;,do „ou.i.ted n,,tpl:.,t,r0d 11,.rl,I:. p 'T'OR"U"TYPE OR HARDWOOD. SPACING) W/FILTER CLOTH GORPORATION STOP4LLER FDR DESTINATIONS) Pllrno`e ser,iccberry.oI Sh.1diltish.and•..auahl0 potcmica CONSTRUCTION SPEGIFIGATIONS 2. FILTER CLOTH TO BE TO BE FASTENED H-15000 OR APPROVED EQUAL shade lrre,should lie idcntilicd nnnl marked fon SECURELY TO WOVEN WIRE FENCE WITH TIES To lit re,;tin ,._elation drten:lined to b:nnl,rrt:mt spcciul pr)tcctnc uratntcnt,,:;g,propri,uc. I. STONE SIZE-USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24"AT TOP AND MID 5EC110K n WITH APAG FULL BODY SUPPORT NOTE: lilt'moil c,osno,control.,k:ucr t uahl_, ,rotcct!ott.Nhadc. o o p O I I 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDEiNGE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WIRE,12 I/2 GAUGE,b" INSERT 5ERVIGE SADDLE / 101. ALL WATER LINES SHALL scrceninu.bullus.,+ildlilc habitat.„ctkuul protection.it„tl -1) TrrOs to h,'cur should 110,nark,d,,,,h;pl.u,s. I I' 3. TH(CKNE55-NOT LESS THAN 51X(b) IRO-E5. MAXIMUM MESH OPENING. FLOW z UNDISTURBE �n Flt m BE 4'–b' BELOW GRADE olhcr,alnc,. 671,601-e;n,bC ren,),ed tin sal.,h10 Mmol,t.;.a 4. WIDTH- TWELVE 02)FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR ESRE55 OCCURS. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN !'` GROUND `� $ 5 p EXISTING WATER SERVICE Ibrc;ter should K ron;ul;0d for Inarkc„•,,,ad,ice. TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. EACH OTHER THEY SHALL BE OVER-LAPPED BY Condition ��'here Practice ApulieS 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. SIX INCHES AND FOLDED. FILTER CLOTH COMPACTED SOIL /� G ` / GE DETAIL 5) 1'1"s that IIIay h;coin:at hazard It,1),I'll b. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON�AN5TRUGTION ENTRANGE5 5HALL BE PIPED SHALL BE EITHER FILTER X,MIRAFI IOOX, O� HATER JER Y I O:,Plano;d cun,tn,,,;on silt,„hen �ahi d,c:,t t;ui,,n I,erson:t!propert .or util;nos>ht,uld b i riuu+cd. ACRO jS�Ey1RA CZ.IF PIPING 15 IMPRAGTIGAL,A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTED. STABILINKA TI40N,OR APPROVED EQUAL. EMBED FILTER CLOTH 3 1 1 exist,:n,tl needs to b,•pre;cr,,•d. These;»clu,lc ucc,chat:I\ lit::1-m tit+tl those 1. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION P441CH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFAB, A MIN. OF b" IN 6ROUND. . N.T.S. disease-crcl\ ama ct 10 of sk ao,t.or til,;r chat ONTO PUBLIC RI6HT5-OF44AY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRAGTBD ONTO PUBLIC R16HT5-OF-WAY MAST BE ENVIROFENGE OR APPROVED EQUIVALENT. Orr Z Desi,11 Criteria` Mille Ne,crch d,mst_cd roots ;tc:n>. REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED AS 8. WHEN WA5HBN6 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH 5TONE AND MICH VMN5 INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN I. 1'lannin Con,iticration, (,) The,;goy y,f tnnim_n. ,t lures m.,c o ;n I,ra�ed b} SEDIMENT TRAPPING DEVICE. • " INSTALLATION REQUI REMENT5 FOR HATER 5ERVIGES a staerti,c rinli,g. lInQIlli:h+"''`'": q. PERIODIC IN5PEGTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH elJE6Es DEVELOP IN THE SILT FENCE. SECTION VIEW (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 5) h�'e1ttO''y consulted uric iml,lcn,enung thi,pr<,cu:e. I1 Propc,-cy boundaries.topogrnphc,,r,eLuion and lira;arcs t)Protect Vcuetau0" U.S. DEPARTMENT OF AGRICULTURE INSTALLATION OFOR --SUBDIVISIONS SPECIFICATIONS .nil;iniurmatio»Nhnuhl hc,tathcrcd. ht »lila STABILIZED U.S. DEPARTMENT OF AGRICULTURE SILT INSTALL PIPING 4 1/2'DEEP FROM THE HOUSE TO THE EXISTING I. TYPE 'K'SOFT COPPER TUBIN6,MINIMUM SIZE I' INSIDE potrntialh high erosion:oras,are:,s,vith trc;' :�. Limit soil placement o,er cxi,tin trr;loll sl:n,1, NATURAL RESOURGEG CONSERVATION 5ERVIGE NATURAL RESOURCES CONSERVATION 5ERVIGE 1 CONSTRUCTION STUB VAULT(TIE IN AT AUTHOWTYS COPPER TAIU DIAMETER. tcindchro,c potential. �cgr,ati,c ro,cr type is\w e ,,i.,.,x,(],Ir of?;nch;s' ,,;I,,,;ch lo.0»� NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 2. CUSTOMERS VALVE: I I 1 I NEW YORK STATE 50L 4 WATER CONSERVATION COMMITTEE ENTRANCE INSTALLATION I ATION OF 5ERVIGE5--EX15TIN6 STREET 4 WATER MAIN A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS ma,should be made Or n copy ofd m Villa,h, t .u»c:u»d_t,t,d,uuct»rc>Lou„I h t,, lit. NCE NEW YORK STATE 501E � WATER COI•+'�CRYATION COMMITTEE m;q,,,hich silo„;)that natural and nutnmadc I. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEET'FROM THE BUILDING.' teartlres. VC(120,'111011 that;s drsirahlc to prescr,c 13. t Ise reiaininu„all;:u,d termL'Os t,,1111110 t rr,,t,01' THE BUILDING TO THE PROPERTY LINE.A MINIMUM I'SERVICE 3. PLASTIC,PIPE 5PEGIFIGATIONS: because of its v:duc t'or srrceninp,Nhadc.critical trees anti shrub,,,l+en,codes;,1-r loneret� I o,r0red 2"X4" WOOD FRAME LINE 15 REQUIRED. A. PIPE MANUFACTURED AND DE516NED FOR USE IN POTABLE erosion control,cntl:u,percd sperir,..i:sthctics. grades should,trt•I 110 c lo,er than Ih0 driplmc oi':he STAKE- 2. LEAVE A It RI5ER ABOVE THE GROUND LEVEL AT THE WATER SYSTEMS CAN BE INSTALLED FROM THE BUILDIN6 clic..should he identified:lid marked on 111,mall. tee. Pun nano„-canopied trees and,iuu'^,,for;tem -C;j\ PROPERTY LINE WITH THE END CRIMPED. TO WITHIN 20' FROM THE PROPERTY LINE THE LAST 20'TO diameter m 111010”,N comc,Ied lit+I';et and dt+t:hled, FINISHED GRADE � 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED THE PROPERTY LINE MUST BE 'K”SOFT CAPPER TUBING. =1 Based upon this lilac:,,pencral statement;should >ucl,that a 10 inch lice should be protected lit,,n FABRIC—� AND SUBMITTED AT TIME OF IN5PEC11ON.MEASUREMENTS B. PIPE SHOULD BE CLASSIFIED TO WITHSTAND WORKING be prepared about the prc,en,condition,po,enti,,! Icct. ARE TAKEN FROM TWO(2)NEAREST CORNERS OF THE PRESSURE OF 200 P.S.I.(WITH BURSTING PRESSURE RATED prohl0n,areas,and uniqu0 t:•onn•es„f t)r �� �'. y COMPACT FILL BUILDING TO THE END OF YOUR PIPE AT THE PROPERTY LINE. AT LEAST TWICE THE WORKING PRESSURE) property. > SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT G. PIPING REQUIRIN6 JOINTS IN WHICH A CHEMICAL SOLVENT 3 _I II y • THE NEW SERVICE DEPARTMENT. 15 UTILIZED 15 NOT AGGEPTABLE.(BRASS COUPLINGS ARE o m 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 C. Tre»ch;n t locos tree rout s�st:ms should be the G. Obstructi\e and brol,cn branches should tic pruncil 6 y,. �� - z III = I=I I�II / • REOUIRED� z a _ DROP INLET o FEET AWAY FROM ANY OBSTRUCTION SUGHI AS TREES, same n,ininu,n,distance['tom the tnu,k.❑s in"li". properly. the hr;u,0,,collar on all hrani h:,„hrt•nr ' /� 4 WITH GATE =I III=III- I' � • O D. TWENTY(20')FEET OF COPPER 15 REQUIRED FROM IN91DE I I he 3 0r I ct,l 11- -I F"'•'h THE BUILDING TO THE START OF THE PLASTIC PIPE. I unnrls under rout s,;toms tial and:r tn,nnd milifir; liking or dead,.,toad not hr t,,,n,,,- t. / ELE6TR1GAI_ SERVICE I(I I= a •. TELEPHONE POLES,CATCH BASINS OR DRIVEWAYS AND - - �- SHOULD BE AT A LOCATION APPROXIMATELY OPPOSITE THE ,hwilki;tall I s inchos or deeper help„ 1110 nor],,,. nn•rhod should hr u,ed on all bran0hr,lar,t, la.,n N i12 MIN• MIN FRAME o0 _•rounds surt'are. TIU roots„Mich 11,11,1 be N:,cretl t„0 innccs a1-the cut. F11A 1-u,about tm0 third the y y , GABLE IN CONDUIT: �_ /l— CT1 J- POINT OF ENTRY INTO THE BUILDING. SERVICE LINE INSPECTION PROCEDURES h„nld he cut elect,. 13acl.till m.iten l Ih,;t„ill he t» ,+;t ih,,,u_+h the undel'M(I)['tile I:mh i.,h„tu o 1' T.O. CONDUIT y�y 200 AMP (2" CONDUIT,MIN), 1 _- 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN rontacl„i�h the root,Nht,ulci s,0 u,l„oil or a I`,el,;netl inches li,au the t;1-utnik,. Then I.y,p,ux:n:acly :u, '�” '> ,r C U BURIED FABRIC J- ENTERS THE BUILDING. INSPECTION WHEN YOUR WORK IS CAMPLETED.(ONE BUSINESS X j 320 AMP ( '� CONDUIT, MIN) S —�- _ �[ l,ming s,,,l,nixttrc. sial Ilnthcr utttl,n:,kc a Ncrurd cut t.nuupl tl,c ltnh PROPOSED GAS SERV. 400 AMP (4 GONDUIT MIN) 3 6. ALL OTHER UNDER6RGUND UTILITIES MUST MAINTAIN A 10 p` " FOOT CLEARANCE FROM WATER SERVICE. DAY ADVANCED NOTICE 15 REQUIREDa from the upp:r side. 11'1,011 tar br;u,ch a rant„c,l, r q I O 2. SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. D. ('011.141110suutly [i'nccs.01-1`::�ri:r;,ol'„rnai.st:cl. th.r:is no Nl,lictc::m!o!',hc main trc�Irunl.. ELEV OF BOT. OF LINE WILL BE /— U ii I z 3. IF REIN5PEGTION 15 NECESSARY,A$25.00 FEE MUST BE PAID or other I,rocerli,e mruerial;,mlmd,a1nt.,hlO I(0nu,ce the stub. IfIhO brand,;,lar:•1-r thin'S-n I DETERMINED BY 51ZE OF SERVICE / INSTALLATION OF SERVICES--EXISTING STREET STUBS w X PRIOR TO THE REINSPECTION. ,r,-.,,at,,,n 1i,r l,rotcrtt,n I'rum c„nitric+:on inches In diamctrr.use the I'onr rut„a:m. cull 1 I COMMUNICATION � I. INSTALL PIPE 41/2 FEET DEEP FROM THE HOUSE TO THE 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL etliril,m nt, flare Barri:r,1'61 rnou^I,auay flow and?remain the sane and rut ?;'),wltl he t'rrp,1110 UTILITY PROVIDER SUPPLIES (TV TEL) ��� �— GATHER EXCESS m X EXI ALV STUB VAULT(TIE IN AT ERE TH PI COPPER TAIL 1 OUR INSPECTOR HAS APPROVED THE 5ERVIGE LINE. »re,.blit not leis than IK .,cc iti0ation,in"B”.,o underside of the limb.on the outN�dO t,1 010 hranc!, ' 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE that tall cqu,pnnnt Michas backhoe,and:rump coll:u. ('lit 4 sho`a`l he lion,the top and u, I � -�� � AT CORNERS � � � X Z U_ ENTERS THE BUILDING. BY THE CURB WILL BE PAINTED BLUE. IF SERVICE INSPECTION tuck.,do not contact ince hrauchc,. ahLI1111 t w ith the?,d t. ('ill 3 sh,ni:d be 1 4 I„ UTILITY TRENCH DETAIL / �-� I VV Z FAILS,THE Et�[D OF THE SERVICE WILL BE PAINTED RED. 1 ?the,,aythr0u�,h tl,:limb- Thi,ui�l I+1-r,ant Lir i O b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M. IF Y011R F. (onstrurtion limits sho;ad be identili:d and clr.rrh bark from pcclin•do„n the trunk. I h,r,nl p.,int ate NOT TO 5GALE F"B"I CD X 0 INSPECTION FAILS. mmrkcd to exclude equipn,enl. cul Nurlhs. ^ O W 1. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETGJ SHALL BE BURIED IN THE WATER SERVICE TRENCH. I'. ;1�oid spills)fail/g:,,,Incl otl„r ianlaminante. I L Penalties Tilt dam,t<<c lit ,alu.lhlc II-Los,,hrnh;.;n,tl GONSTRllGTION SPECIFICATIONS hel'bare0LlS plonl-N should hr rl0arl, sh:l'ed out n,the I.FILTER FABRIC SHALL HAVE AN E05 OF 40-55. niRLAP MAY BE USED FOR SHORT TERM APPLICATIONS. METER SETS contract. 2.CUT FABRIC,FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE I/-' AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW REINFORCEDGONG. SLAB,b'Xb"XIO"WWM NEXT STAKE. � � � (v SERVICE DEPARTMENT TO HAVE THE METER SET.WE MUST HAVE IV(IL15E3.STAKE MATERIALS WILL BE STANDAR2' x 4' ;,000 OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. I--�i - THE HOUSE NUMBER BEFORE THE 14ETER CAN BE SET. CHAIRS) 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS INCHES DEE'.SPANS GREATER THAN 3 FEET m MAY BE BRIDGED WITH THE USE OF WIRE ME5H BEHIND THE FILTER FABRIC FOR SUPPORT. (T `O TAP LETTERS ° • x x p 5.FABRIG 5HALL BE EMBEDDED I FOOT MINIMUM E,ELOW 6ROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE x • ° o . TAP LETTERS CAN BE ICE HAS BEEN ESTABLISHIED AND THE METER REQUESTED AFTER ALL FEES HAVE BEEN X ;x x b. STAKES AND FRAME. PAID,WATER SERVICE A 2'x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. w W HAS BEEN SET. TYPICAL SLAB DETAIL MAXIMUM DRAINAGE AREA I ACRE ~ NOTICE: IF INSTALLIN6 5EPARATE HOT WATER HEATERS, FOR GENERATOR AND AG EQUIPMENT U.S. DEPARTMENT OF AG*'.IGULTURE FILTER FABRIC SEPARATE EXPANSION TANKS%IOULD BE INSTALLED. SWIT0046 SERVICE TO HOMEOWNER--THE BUILDER CAN BRING IN 51-ALE: N.T.S. NATURAL RESOURCES GON5ERVATION SERVICE DROP INLET ENGINE R. A SIGNED APPLICATION CARD SIGNED BY THE BUYER,BUT IT MUST NEW YORK STATE DEPARTMENT OF ENVIP,0NMENTAL CONSERVATION BE FILLED OUT COMPLETELY IN6LUDIN6 SOCIAL SECURITY NEW YORK STATE SOIL 4 WATER CON'5ERVATION COMMITTEE PROTECTION NUMBER,DRIVER LICEN5E ID NUMBER,CURRENT MAILING ADDRESS, AND CONTACT PHONE NUMBER.IT 15 RECOMMENDED THAT THE BUILDER ESTABLISH THE ACCOUNT AND CALL FOR DISCONNECTION OF SERVICE,ALLOWING THE BUYER ONE WEEK TO E5TABL15H SERVICE IN HIS/HER NAME. W www.dignetnycli.com '' W ll ww.cal wl811.com �GNG 19,ff (for other states) �� .,.n /`'/' STABILIZE ENTIRE PILE �' 800-272-��80 811 WITH VEGETATION OR COVER 2 '�.. SLOPE OR LESS JEFFREY T. BUTLER, P.E. By In,^ excavators and contractors working in For safety reasons,homeowners are strongly W W y the fiv,,i-oroughs of New York City and Nassau encouraged to call as well when planning any Q w w q, , ane %ffolk Counties on Long Island must type of digging on their property. -j conta:'D gNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at t� y W y 48 h,:.;rs but no more than 10 working days 1-800-272-4480 or by calling 811,the = t w ,i. .t. w t t (exclud'nn weekends and legal holidays)prior national call before you dig number.For to! [',inning any mechanized digging or excavation work completed on personal y 'Ll y IV y exca,c,unn work to ensure underground lines property,it is the contractor's Z are,naked.Excavators and contractors can responsibility--NOT the homeowner's--to alsn;ebmit locate requests online,through contact DigNet.Having utility lines marked Z ITIC If you do not currently use ITIC,please prior to digging is free of charge. % call 1-300-524-7803 for more information. z V ll. SILT FENCE � < NOTES, 2. I-- N Z I. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF 5TOGKPILE SHALL BE 2:1. 0 < < k m Q 3. UPON COMPLETION OF 501L 5TOCKPILIN6,EACH PILE SHALL BE SURROUNDED WITH �7� Q- W ► CL SILT FENGIN6,THEN STABILIZED WITH VEGETATION OR COVERED. O Q TO BE U5W WEE TOP501L 15 NEGE55ARY FOR RE6RADIN6 AND VE6ETATIN6 0151UREtED AREAS. Z LU = O TEMPORARY STOCKPILE STABILIZATION MEA5URE5 INCLUDE VEGETATIVE COVER MULCH,NON-VEGETATIVE I--"I < Q ~ C) COVER,AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE STABILIZATION MEASUR65)SELECTED � - SHOULD BE APPROPRIATE FOR THE TIME OF YEAR,SITE CONDITIONS,AND REQUIRED PERIOD OF USE. W # ON �I z SOIL STOGKE I LE Q O < v N NOT TO SCALE m OLL_ N V— LE O LL- O o z I - � r� �� 0 �I= SEP 3 2021 PAGE: i t Southoldi.�ICi r TOl^!rt Board of Trustees SP4 of 4 Glenn Gol' ` GAh, President o��S�FFt?-�- Town Hall Annex A. Nicholas Krupski, Vice-President �J, 54375 Route 25 John M. Bredemeyer, III N P.O. Box 1179 Michael J. Domino o Southold, NY 11971 Greg Williams y O� Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD _ p Date/Time: 7 Av �9 Completed in field by: �� J� En-Consultants on behalf of 1420 TRUMANS PATH, LLC requests an Administrative Amendment to Wetland Permit#9931 to situate the proposed dwelling approximately 18 feet north of its currently approved location; and to remove one (1) oak tree. Located: 1420 Truman's Path, East Marion. SCTM#: 1000-31-12-12 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey _5 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: ' J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other NOTE TO GONTRAGTOR: PROVIDE 25 GU.YD5 OF RATEABLE 501L (5W OR 5P VACANT 60' �3��� ° r r r PER ASTM STANDARDS) FOR THE PURPOSE OF PROPERTY LINE S25 54 20 E ' PRINCIPLE fro SETBACK — — — — �3 \� 15.00 REPLAGIN6 UNSUITABLE SOILS WITHIN THE PROP05ED PROP SANITARY PIPE ssn STORM DRAINAGE LEACHING POOL COLLAR. 51TE 15 FILL NEUTRAL. PROPOSED FILL/GRADING OVER PROPOSED Jl A WATER SERVICE CONNECTION: �i DETOLISHED OBJECT(TBW -——————--——- THE SANITARY SYSTEM WILL UTILIZE EXCAVATED H TAP EX15TING WATER MAIN IN STREET. MATERIAL DISPLACED DUE TO INSTALLATION OF PROP.STORM DRAINAGE PIPE —so —av —so LAND N/F OF �o Ex.UTIL PROVIDE WATER LINE TO PROPOSED SANITARY AND STORM WATER COMPONENTS. PROP U/6 WATER SERVICE w �+ DWELLING �oOS �,� POLE WATER METER • SEE SGDHS SET, DWG I OF I FOR CALCULATIONS, o PUBLIC WATER , `� rr �` PROP05ED WATER INE SERVICE: PROPOSED DESIGN AND REQUIREMENTS FOR > S ~ PROP05ED +i R L REPLACEMENT OF NON RATEABLE SOILS. EXISTING WATER MAIN w /*/I `. RUN PROPOSED WATER LINE TO MAIN IN SITE u EROSION GNTRL MEASURE: �v �* r :: o PROPOSED E ' + _= ,.": STREET,CONNECT TO PROP05EP METER EXISTING OVERHEAD UTILITY LIME: —u —ii —ii —n PROVIDE STABILIZED �* xilQ4' � IN EXISTING VAULT AS SHOWN. LOCATION r- POWER AND COMMUNICATION CONSTRUCTION ENTRANCE, *r • , �� : PROP.U/6 ELEGTRICAL/GOMMUNIGATION TAP POLE FOR CONNECTION TO POWER INSTALL PER DETAIL,DW6 5P4 �`�Al`� */*/ c� ` / �� MEET 5GDH5 AND SGWA TO REMAIN EL. Il5 O.O o GRADE UNDER GROUND LINES IN COMMON TREEIGI•I ° : :r E5 /+/ s ..j•o EXISTING WATER METER VAULT: Pale Brown 511ty Sand(51� ¢ SERVICE LINES U6 --UB Ua UCi AND GOMNIUNIGATION SERVICES,RUN Aff S 86 56 00 E �,�Po R / pROPO�>Efl SANITARY SYSTEM HYDRO-frGTION 1 PER PROVIDER'S REQUIREMENTS �`z % /+ * �22���\�"'`'` �� INSTALL WATER SERVICE METER PER A/I OWTS Pr 24.77' �X.0 /+ ��: ;;t::'` / Ex. 5GWA REQUIREMENTS LL. 145' 3.0' ej z Q GOVBR TO GRADE (O�d / �" }/ * ,� •:;;:< tR .r/ \ Z *� `°•:: t. / WB I Brown clayey sand(56) ca x �_AO" Ex.UTIL rr / Q ...:.•; W,/ / EL 115' — 6.0' "-' COVER BL146RADE `� PROPOSEDPOLE EXISTING PRIVATE WELL LEAGHIN5 E)FAN51ON UNDERGROUND POWER /COMM. LINES o /*/r N .:,::.,.•.' i// 5`Dr� OQ TO BE USED FOR IRRIGATION PURPOSES LOCATION MAP; EXISTING SPOT ELEV: x6.0 FND PIPE /+y\\,(�: .�"S, J �o O OO• Pale Brown Fine Sand INSTALL IN COMMON UTILITY TRENCH ❑ *t�Q �l ( (SP) ry POOL / \1 POOL -,1 (SEE TRENCH DETAIL,DW5 5P4) NOT TO SCALE �o NrN t LP 1 EXP` EXISTING CONTOUR17-4 TO BE RBAORKED: PROPOSED �Q� ;.,:::' 4 ",::,c; .1 j 'E x14:Q'; EL. Lo' — 165' , :,•,.. . EROS ION CONTROL MEASURE: : :x18$ , ,,':' �F / LAND N/F OF JPROPOSED b "' t, s ` :bb.yV ' '" N STEPHANIE S WILLIAM `� '� SITE PLAN TEST HOLE PROVIDE SILT FENCE BARRIER �; >•,. ,; :} '� �� Water in EXISTING CONTOUR: ' PFNPOST +/*/FND P05To J\��\ 4, ::• j / GOR6A ® DRIP LINE OF TREES(TYP OF 4) Pale Brown Fine Sano SITUATE AT: DATUM: NAVD88 / ,, NO STK PROP05ED I WATER LINE DWELLING l5P) 1420 TRUMANS PATH EAST MARION NY ZONING: R-40 SEE STANDARD AND SpEIFIGATIONS + xw 0 PUBLIC WATER ,� TOl 1 OF SOUTHOLD MEDIUM DENSITY RESIDENCE FIWSF®FLOOR ELEV F.FLJ3._ —b— */ 'r i`. INSTALL PER r�GWA REQUIRE tEPiTS FOR PROTECTING VEGETATION DURING / ;t:•;rr , GARAGE FLOOR ELEV 6.FL8. = PROP.CONTOUR: ( +' SEE DETAIL ON DW6 SP4 �� EL.05 L11.0 LAND N/F OF CONSTRUCTION ON DWG 5P4 \ /*/ , * �c� t. ����:`:�� �, f ,s � SUFt OLK COUNTY, NEW YORK USE: SEASONAL RESIDENCE 8 ARIIZUMI 4 BERRY +/ pj�}jp;;;:` PROP05EP PERVIOU5 GRAVEL DRIVEWAY J tp TEST HOLE 5GTM NO.: 1000-31-12-12 EX51T116 UTILITY F101F �Q, DWELLING */ \ IN PLACE OF EX.DIRT DRIV&VAY +/ :: A ': 9 PERFORMED ON: 12-10-2018,bAM PROP.SPOT ELEV.: x8.0 PUBLIC WATER +/ IS ::::::•: O / � �' PROPOSED STORM DRAINAGE LEACHING SYS, PERFORMED BY: MGDONALD 6E05GIENGE PROPOS®STORM DRAINAGE STIM11IRE5: �� /*/�,( \ \ :`: :::: y 8'mx5'LD.L.P. �- GROUNDWATER ENCOUNTERED a EL. 1.0' APPLICANT/OWNER: + M►N 5D : : $ 1420 TRUMAN5 PATH LLC i" ��� /�' t14'0 OAK 5' �'�;":�:�'�`:•::•� /� (VOLUME FOR ROOF RUNOFF ON-Y) �'� HIGHEST EXPECTED GROUNDWATER 6 EL. 134' STORMWATER LEACHING POOL 5D� /'� (5EE DWG.FOR COVER REQ'MT5) / °O� y/'` TO REMAIN �2 ??:` e k�� A� LAND N/F OF STTT_? DATA: t 6 �$ TEST / a 41 \ PROPOSED EROSION CONTROL MEASURE: JOHN 4 TERRY GORGA O OPEN COVER TO GRADE \ \ 1 +++++�\ \ �SLE n�CoQ \ ;J� Soso \ ` PROVIDE SILT FENCE BARRIER DWELLING PROP05ED TOTAL LOT AREA: 22511 50.FT. (05168 AG) TO TIE LINES ©SOLID COVER TO GRADE 1 t + + + + d7 ( EXPI ?' INSTALL PER DETAIL,DWG 5P4 PUBLIC WATER WETLAND AREA: 4,286 50.FT. (0.100'1 AG) + + + + + + \ DBL -12 N OAK* J "�+` `� , AREA OF DISTURBANCE: SOLID COVER BLOW GRADE 1 t t ' + TO REMAIN i 5 -� \ BUILDABLE LAND: 18,225 SQ.FT. (0.4282 AG) t + + + \* t a / 112336 s .ft (0.2832 ac) I •• +\+\+ + + + + + + s � 14.01 �( (BUILDABLE LAND = LOT AREA-FRESHWATER BOUNDARY TO WESTERLY PROPERTY LINE) + + + 1 + + + + + + + rj\+ �, ETU', pp S� \ v' SEPARATION DISTANCE REQ 1 +\ +12+` + + + + + + .� +` ROP. 2 STY, �Jx1434 g *\ FOR STORMWATER LEACHING STRUCTURES FRESHWATER �\t ++ +IQ++t'++++ +++ +++++++ �y �� i, FR DWL6 1 M 1`� *\ v' AREA: + + +, x188 Lp , ° LOT COVERAGE: WETLAND BOUNDARY 6+ + + (Z) tiv'o OAK \ x PROP. g' W/BASEMENT PT ��, * s 5TRZTURE5 TO BE REMOVED: AND PIPING (RESIDENTIAL): 4+ DELINEATED BY + * + + + t iTREES TO REMAIN t� � F �3.0� x188 � �, , HORIZONTAL SEPARATION 015TPJ� EN-GON5ULTANT5 * + + + \ WOOD i E�. DWELLING ±16b SQ.FT. FOR STORM DRAINAGE LEAGHINC�POOLS. ON JUNE 26,2018 + ++++ + + t + + + � t t t + t i DECK SRM \ I *\ O: �' EX. LOT COVERAGE: ilb8 50.FT. (14.21%) + t + + + + + t t +* y PROPERTY LINE= 5'MINIMUM ' + + + t + + + t x �� y EL a 22gZ PROP05ED *\ •O BUILDIN66 WITH CELLAR= 10'MINIMUM +t*+++++++ + t + \*+` �` PPOPOSED 5TRUGTURES: • ++++++++ �oo \ I/A ON-51 TE SANITARY "\ ��' �� ` T 1 in m WILDIN66 ON 5LA13 =5'MINIMUM + + + + + + + + + + * a `.J v PRO! . DWELLING 1&84 50.FT. (13.15%) WATER SERVICE LINEMTERAL5IMAINS= 10' � ++++++ ++\�` + � / � TREATMENT SYS. xw.a /*� ADDLPROP. WOOD DECK +-302 SQ.FT. Nhb�) � O + FOR SAMA INFO SEE 5P2 /+ PROP. COVERED PORCH ENTRY tl8 SQ FT (1010 ) •+ + + + + + :y\').�' /* UNDERGROUND UTILITIES = 5'MINIMUM J� \ + + + + + +14+ + + + + + \ \ FOR SANITARY DETAILS /+ So + + + �+ + +\�+ + + \ s L. / SEE DME',5P3 I$ • SANITARY SEPTIC TANK = 20 MINIMUM t + SANITARY LEACHING POOL= 20'MINIMUM + , )2 + + + + t + + t \ S +/ PUMP STATION= 20'MINIMUM �' + t + t\ + t + t + + + t + ` */ PROPOSED PROPOSED LOT COVERAGE: 11 p04 50.FT. j— MANHOLE = 20'MINIMUM �j ` ++t t+ ++ + t+\,+ t +t+ _1 +Q t + \ �/ F-�-� t ` �/ 3x6 COVERED PORCH ENTRY m PRIVATE WELLS= 50 MINIMUM \ + t t + + + ` +++� 14 � /*/ W/STEPS d RAIL TO CODE,IS SOFT. RETAINING WALLS = 10'MINIMUM ++++++t t+ ++ +++t t �6 FUEL STORAGE TANKS(BELOW 6ROUNID) = 20 \ + + + + + \+ / + \+ + + + + + 04 + + \ +/ PROPOSED LIVABLE FLOOR AREA MIN +tt+++` + +++ ++ +� ��+++++++++`\+ \ - */*/ 1,2485Q.FT. VACANT 60' F W X �� + + + + + + + + + + + R T.O.SOUTHOLD DEFINITION)HORIZONTAL SEPARATION DISTAIVGES FOR S7 \\ 4 gyp / \ (PE N) LL STORM DRAINAGE NON-LEAGHING STRUCTURES: + + + + + + + + + + J�,;�*/ . 3� S25 54 20 E � X z �� O + + + + + + + + + / 2� \ O r r: WATER SERVICE LINE5MTERAL`5/MAIN5 = 5'MIN �' \ \"�� y� 6+ + t +`\+ c���x/+ PROPOSED BANCE DOORS UNDERGROUND UTILITIES = 5'MINIMUM O 'T + i OPOSED 50' + + �,/gyp+/+ BASE31ByT ENTRANCE O \ 2 + ++ +++ NON-DIS ANGE BUFFER t `t2\ /*L ��j� �� =s 15.00 ry.� < � VERTICAL SEPARATION 01 E5 FOR STORM �' \y AREA T IN + + + pR� LAND N/F OF COLOMBO p�O F•-'--1 O °p. (( 1'3 EX. DRAINAGE LINES: \ + V t NG 6Q` O)V• ,_0 UTIL WATER SERVICE LINE - IS'MINIMUM `� O \ + +� t+ TUBAL AND U +t P�° DWELLING SANITARY WASTE LINES = 18"MINIMUM o \ \++ o+++++ +++++++++++ Fo�F�N°ti ' PUBLIC WATER *� r' POLE O O \ ++ +++++ ++ ++ + I5�°� -------50' WE AND OFFSET INE /`''� �"� 2 O W \� ��+ d L LAND N/F OF /'` - / \ ++++ +++ ,Cl PROPOSED LIMIT OF CLEARING, REINHARDT / '` x14.9 N_ o ZONE X ` \+ Ex 1 GRADING AND GROUND DISTURBANCE. DWELLING STORM DRAINAGE CALC: _ \� \ + t +F�oP` I PUBLIC,WATER o * \ (PROVIDED FOR PROPOSED \ 02 5 SO ROOF,DECK ENTRY STOOP AND 5TEP RUNOFF ONLY) ZONE AE \ \ PROPOSED SITE PLAN �x.()\p�\A°W% "�/ \�.�ti ��R� WELEXISTING - VOLUME = AREA x RAINFALL x C:OEFFIGIENT � O �� / / IwP i \ BLD6,DECK,ENTRY STOOP AND STEP AREA= 1;002 SOFT. -p (EL 7) \ Ex. s 86 S OOZE /+/ �`� +�' � O IBE USED FOR � ti EXISTING I STORY FRAME DWELLING 2�• 77 IRRIGATION PURPOSES RAINFALL = 2' = O.Ibl' W UTIL � / / � / G��.�N� GOEFFICIENT OF ROOF,DECK,I34TRY STOOP AND STEP= 1.0 W TO BE DEMOLISHED AND REMOVED `�� ALL MATERIAL/DEBRIS TO BE HAULED TO 20 10 O 20 40 60 80 PROPOSED FIV PIPS POLE /*/ /* / N ��O`` Vv ENGINEER: BUILDING ROOF RUNOFF: GG��O`t AN APPROVED UPLAND SITE GRAPHIC SCALE I' = 20'-0" ER05ION CONTROL MEASURE: 6 *. o 1,0026F.x O.Ibl x IA = Ibb CU.IFT. PRIOR TOINSTALL ILET BARRIER �p°' xi9o�'p,� 6A� 05 10� STEPHANLANDIENBFWIL lAM \ 5TORA6E VOLUME REQUIRED = 668 GUFT. (� O� C f • - •_.: " i,,. V 1 \ xl8b �i �� / 7 DGORGN USE: I -b x 5 DEEP LEACHING POOL(ROOF RUNOFF) l- 5TORA6E VOLUME PROVIDED = 211 CU-FT- Z PROPOSED EROSION CONTROL MEASURE: FND /* ¢IG / '� PUBLIC WATER o / FND o TL CONTAINMENT VOLUME REQUIRED: Ibb CU.FT. PROVIDE SILT FENCE BARRIER®DRIP LINE OF TREES t'TYP OF 4) P05T 0 POST N 86'56'00" ;yy 55.74' x140 EX.DRIVE SURFACE MATERIAL (DIRT) rJ r- ' •.. r TL CONTAINMENT VOLUME PROVIDED: 211 GUFT. T LU I SEE 5TANDARD AND SPECIFICATIONS FOR PROTECTING \ - ct; SHALL REMAIN WITHIN ACCESS R.O.H.ROW 5EE STORM WATER LEACHIN6 POOL DETAIL,THIS DWG VE6ETATION DURING CONSTRUCTION ON DWG'SP4 O \ m �', = ; W p_ * EXISTING DIRT DRIVE 6 7 - - -�7 o N N p WITHIN THE SUBJECT PROPERTY FLAG'SHALL -,� LAND N/F OF \ 18 , � BE REMOVED AND REPLACE WITH PERVIOUS ARIIZUMI t BERRY\ `' 16 0 \ J ` \ GRAVEL MATERIAL IN KIND(AREA: 1354 SOOT) 24 m CAST IRON COVER FLOGKHART DWELLING ° �O / ( LOG.OF EX.5EPTIG q PUBLIC WATER ( OS ` I /*/*\SCR FAN `� *14"�OAK o� TO BE ABANDONED PER f JEFFREY T. BUTLER,P.E. \ p�P` * :d2"m OAK TO I'' SGDHiS REO"TS,SEE \ LAND N/F OF FOUNDRY COMPANY PATTERN N0.61128 �V� r$ �+ �P \\;,�,jG� � TO REMAIN OR Et3JAL(AD,UST TO FIWSH GRADE) 1 QQ V + + `�\ yi(��� */ L `�Rg�y� 13OXED NOTE,TH15 DWG \�G JOHN 8 TERRY GORGA n a FRESHWATER \ laa + `++++++ \, '(O T;� %V" ' f: ::!rt`tt � PUBLIC HATER FINAL GRADE WETLAND BOUNDARY ` \ + + + + +1�\ �. s : ' ' <•� 14'm OAK TO \ L + + + + + DBL±12"�OA HOLE t•; :f ;:s i BE REMOVED �~ •. . DELINEATED BY A0 ++t 14+++t++++t++ \+ ( �Pe 1 f10'Q OAK TO y f p �- �* TO REMAIN+ 11.5 :. .,a'+ \ \ F- Q S Z v EN-GONSLLTANT5 *� + + t t + + t `�\ � d7��y` :BE REMOVED � ON JUNE 26,2018 11.8 \ o b'PIPE DIA.MIN.� T �+ ++++I�+++ � t + �+ / \ \ -p�F ° z I%MIN.(A5 RL-Q111RED,) �1 +6 + ��� PIPE: I - t t + t t '�\ H16H DENSITY POLYETHYLENE(VPE) I x 1 \ `+�+ ++ ++ + �A t t (2) _I8"�OAK - t + V- Il .\ 1 f: + +TREE5 TO REMAIN + + \ v ^/ O i SIZES: x H-20 8'THK TRAFFIC + + + + #+ + + + + + + + \� ,� /y� Q \ O �� �� LY ROOF WR GONPI=b'm MIN '1 T. 1% BEARING SLAB +++ +t + t + + + + + + + + + + + \ V 6�' y� (� (� n n/� (_ J < N Z )- C) I ( + 4 + + + + + + + + + a� EXISTING \ •O 4� (-1 L� lU1 11 V l5 Z J 1 I � } t + tttt k+ + + + + + + + ISTYFRDWEW% \ \ O U = N O 1 4' WRAP WIT}f bot. I - + + + + + + + + I + + + + ",�ph'�\�o, TO BE RB�iOVED d x16.4 COXTOI R TO BE (1 I f� y�o} #1420 32 SEP 3 2021 1 ''� m Q I NOMwovar GEorExrlLF +++*+* t \� (` -' 11`ILTER FABRIC) \ \ * * w + �+t + +* ++ l FFLJ:L.18.6 / REWORKED +x19.,+!* i _ + + + G SEE PROPOSED PLAN, �+' P-4 L)- W \\ t .+ + + t + + +`\ \ / THI5 DWG +! w L Q D_ +\+ + + + + t t 14+ + t + + -, � � / *! (� 0 O ALL WALL SECTIONS E ` +++ t + PROPOSED 50' *' �� 1 \� Ib +/+/ r Z 3 MIN 1 1' 3 MIN TOPS SHALL BE SET INA �, i + + \�/ SOUiiilold so'Vn [--d W Z O + + 1ON-DISTURBANCE BUFFER ++ �� / Board of Trus ees < BED OF MORTAR + + + + + '�% Ib' \ , �/* t Q < O + +� + AREA TO REMAIN + * '\'`��/* � � b'DIAMETER I v�O \ t + t NATURAL AND UNDISTURBED 14+ O t- SLLEGT 6RMLAR 501E + + + + + + + +++ EXCAVATION AND BACKFILL WITH ACCEPTABLE BACKFILL FOR PERIPHERY \ \+ T + +�+I + + + + + \* , *� O N AND BOTTOM LEACHING \ _4\\ `,+ + \ + + + + D+ + + 4 + + f W Z •� (v LEAGHIM6 MATERIAL(5E:NOTE i5) SITE PLAN BASED ON ORDINAL 1RVEY BY \ o + + + + + t + + 0 + + \ \ +/ J GROUND WATER (SEE NOTE S) �� \ ' � ` + +t+t++I +t t+t+ + ++ tom+ ++ *\ \ /*/x */ P.O.BOXKENNET153 LAND SURVEYING, PLLG O O O f \ + t t+. + t \� \\ I - PROPOSED DEMOLITION AQUEBOGUE KY. 11931 p� O STORMWATER LEACHING POOL �' \ \�, \+ + t + t + + t + t \\ /+ EX.DWELLING AND WOOD PHONE: (631) 435-14b2 O CZ � N N t + + t + + + t •* + AL DETAIL \ t + + + + + + + t 5TEP5 TO BE DEMOLI5HED SURVEY DATED: OCTOBER 20,201& TYPIC + tt t + + + ttt \+ + ++. + + + + + + 12\+ /+/� t�1�� AND REMOVED R EVATiON5 REFER TO NAVD88 E-�+ LL •LI \ + + +��+ + + + + + + °�Q�� LAND Nl/F OF •• n- gyp" 1TIQ •FT• a N O NOT TO SCALE O `t '+ + + + + + + + + •1�� COLOMBO DWELLING 6 (J \ \ � \p+++ +++++ ++++++ ICS+ + F��G� FUBLIG WATER www.dignetnycli.com Z W O ,P t \ + + + + + + + + �P�� , or Z DRAINAGE STRUCTURE NOTES: CD \`$\ +\+t + t + 8 +c+�� y�� of e r'l CI11' www.c 1181 l.eoZ O t + t t eI 50 WETLAND OFFSET LINE � '� O + �* PROPOSED LIMIT OF CLEARING, �ONC ;�AI�t7 (for other states) Q I. LEACHING POOLS SHALL BE F'REGAST GONG GEMENT STRUCTURES AS MANUFACTURER BY SUFFOLK PRECAST INC.OR W \o ZONE X + `�\++ tix\� �—GRADING AND GROUND DISTURBANCE. O EQUIVALENT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL. _ .+ 800-212-4480 � 811 2. ALL COM GEMENT USED IN THE MANUIFAGTURIN6 OF PIREGAST STFWT.SHALL DEVELOP A MIN COMPRESSIVE - \ \ �"++ ��pqr' STRENGTH OF 4000 P.S.I. IN 28 DAYS. 3. ALL DRAINAGE STRllGT'S SHALL 13E PLACED IN AGGBPTABLE LEACHING SOILS(SP OR SW),IN THE EVENT POOR ZONE AE \ \ \ \�2 By law,excavators and contractors working in For safety reasons,homeowners are strongly PAGE: EXIS TING CONDITION SITE PLAN — the five boroughs of New York City and Nassau encouraged to call as well when planning any LEACHING MATERIAL 15 ENGGUNTERED,EXGAVATION 15 TO BE CONTINUED TO SUITABLE MATERIAL AND BACK FILLED \1k ' contact uff Ilk Counties on n4480 Island must type of d,at(east Homeowners can contact heir prdirectly ty. at AS DETAILED. (EL 7) PROPOSED DEMOLITION 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the ' 4.USE 15'DIA GORRUC•ATED 1-116+4 DENSITY POLYETHYLENE(HDPE)HEAVY DUTY PIPE FOR INTERCONNECTION OF ON-SITE STORM WATER LEACHING POOLS (excluding weekends and legal holidays))prior national call before you dig number.For U5E b'5DR 35 TO GONNEGT CXJWNSPOUT5 TO DRAINA6E 5Y5TEM A5 SHOWN. PITCH AT IV P62 FOOT MIK IN :� <�( \ to beginning any mechanized digging or excavation work completed on personal V, excavation work to ensure underground lines DIRECTION OF LEACHING POOLS.PROVIDE BOOT CONNECTION TO DOWNSPOUT. W �` g property,it is the contractor's W �� O O� \ are marked.Excavators and contractors can responsibility--NOT the homeowner's--to A HDPE PIPE SPECIFICATION(AA5HT0 M-244) - 7 also submit locate requests online,through contact DigNet.Having utility lines marked ]TIC.If you do not currently use ITIC,please prior to digging is free of charge. B. INSTALLATION C�HDPE SPECIFICATION(ASTM 0-2321) �r°O 1�� \ 20 ' 10 O 20 40 60 80 call 1-800-524-7603 for more information. G.WATER-116HT JOINT TESTING SPEC.(ASTM 0-3212) C V /� _ D.GASKET SPECIFICATION(ASTM F-411) 7 6RAPHIG SCALE I 201-01" of 4 TOWN SET SEPARATION DISTANCE REQ'MTfi FOR SANITARY SEPTIG TANKS. EL. 115' OA'®GRADE SITE: PLAN PROPOSED AREA OF 0151URBANCE: 5UBJECr PROPERTY CURRENTLY: PROPOSED INNOVATIVE AND ALTERNATIVE I/A OWTS, PUMP STA OR MANHOLE (RESIDENTIAL): pale Bvm BASED ON ORIGINAL SURVEY BY: 112,336 sglt (0.2832 ac) NO UNDERGROUND STORAGE TANKS EX15T ON-SITE WASTEWATER TREATMENT SITE PLAN MIN.HORIZONTAL SEPARATION DISTANCES: L ROAD STORM DRAINS= 20'-0' s(IN Sand(SH) KENNETH WOYCHUK LAND SURVEYING, PI 16 •, � STORM DRAINAGE SYSTEM: A 13UILDIN6 H/CELLAR=IV-O' M ON-51TE STORM MlN5= 10'-0' EL.14.5' - 3.0' P.O.BOX 153 NO STORM DRAINAGE STRUCTURES EX15T 50ATE AT. DATUM: NAVD88 B.SUILDIN5 ON SLAB=5'-0" N.CATCH BASINS(NON-LEACHING) ,4CLEBOGUE,N.Y.IIQ31 � I ON THIS SITE. NO PROPOSED DRAINA6E M 1420 TRUMAN5 PATH EAST MARION, ' ZONING: R-40 G.PORCH,DECK5,HOUSE OVERHANG, 0.SA NITARY LEACHN6 POOL=8'-0' & clayey sand( ) PHONE: (631)435-1462 ��` COMPONENT WILL BE PLACED WITHIN 20' TOWN OF SOUTHOLD MEDIUM DENSITY RESIDENCE CANTILEVERS,ETC=T-O' P.SEPTIC TANK,PUMP 5TA OR M.H. =5'-0" EL.115' - bA' SURVEY DATED: OCTOBER 20,2018 VACANT 60' '� USE: 5EA50NAL RE5IDENGE D.WATER LUBES= 10'-0' Q PROPERTY LUES=5'-0' . LEVADATE REFER B NAVD88 �� OF PROPOSED SANITARY STRUCTURES SUFFOLK COUNTY, NEW YORK A E AND/OR AB5ORPTION FIELD 56TM NO.: 1000-31-12-12 E.SURFACE WATER(HETLAN05)=15'-0' R 5HWIN6 POOL=20-0' Pale Brow Flee Sana -5- � Sts°54'20"E APPLICANT/OWNER: F.PUBLIC HELL=200'-0 5.TOP OF EMBLUFReff OR STEEP SLOPE 6.PRIVATE W91=15'-0' (I5%SLOPE OR GREATER)=25'-0' \ r SANITARY SYSTEM: 1420 TRUMANS PATH LLC, H.RETAININS WALL(WTRPROOF)= 10'-0' T.BLUFF=b5'-0" cud J.U/6 FUEL TANKS= 10'-Ly U.DEC,K/4ZAMP=5-0" - �` � �3 1 S.00 EXISTING SANITARY SYSTEM ON THIS PROPERTY �+ K U/6 UTILITIE5=5'-0' pO5 1� EX. v < ' EL. ID' 165' ! �c�O! SHALL 13E ABANDONED BY REMOVAL. In SEPARATION DISTANCE REQ'MT5 FOR 5ANITARY LEACHING Pale Bvm Flee Said lv� }/ - UTIL POLE NOTE TO CONTRACTOR: \ PROVIDE 25 GU.YDS OF RATEA13LE SOIL (SW OR SP STRUCTURES(RESIDENTIAL): (517) MINIMUM HORIZONTAL SEPARATION DISTANCES: PER A5TM 5TANDARD5) FOR THE PURP05E OF EL.05 n.o LAND N/F OF �* x199 r REPLACING UNSUITABLE SOILS WITHIN THE SITE A.BUILDING W/GEiLJUR=10-0REINHARDT � �j/ 3 � O PROP05ED SANITARY' LEACHIN6 POOL COLLAR. LOCATION Q B.BUILDING ON SLAB= 10'-0' TEST HOLE DWELLING +�� rl �.F,W � � � p= G.PORChES,DEC*,HOUSE OVEIRHANG, PERFORMED ON: 12-10-2016,SAM PUBLIC WATER R�Ma«`„ *� o +� \ � SITE 15 FILL NEUTRAL. PROP05ED FILL/6RADIN6 @ 4 ip CANTILEVERS,ETC,=5'-0' PERFORMED g�Y, � D OxIE WE RN �� ,�\ .:.'. ;..' �3�p OVER THE SANITARY 5Y5TEM WILL UTILIZE D.HATER LINES= 10'-0" o Q �*��, �pti�. �i'ELI- 3 EXCAVATED MATERIAL DISPLACED DUE TO u� E SURFACE WATER(bETLANDS)is 100'-0' H16HE5T EXPECTED 6ROUNDHATER o EL 134' tiX / /', rel ( ::< �i EXISTING �� F.PUBLIC,HELL = 200'-0' s g 6 p C , �' ,�� `�j� : �� PRIVATE WELL �� INSTALLATION OF SANITARY AND STORM WATER J 6.PRIVATE -100'/150' Ex. � ,00"�E i 0 i �' TO BE u5m FOR COMPONENTS. LOCATIONMAP: g H.RET.WALL(WTRPROFF) =ID'-0' UTIL ' �* • wN IRRIGATION PURPOSES, PROPOSED - R U/G FUEL TANKS= bF) POLE�'24'77 *� "`` �y o��� 5EE 5PI (TOWN SET) FOR STORM DRAINAGE GALG5 J.K.u/G FUEL AS=5'-0' PROPOSED FND PI ,, p ��* �,�il'��N` �` 2 BEDROOM SANITARY SYS EROSION CONTROL MEASURE: �:. Dr AND RATEABLE SOIL REPLACEMENT REQUIREMENTS NOT TO SCALE L.ROAD STORM DRAINS OR / ' , M g6 �%/ 00� O LAND N/F OF PROP05ED AEROBIC, TREATMENT PLANT RECHARGE BASINS=20'0' INSTALL SILT FENCE BARRIER x14:0 p �� 1OO STEPHANIE 8 WILLIAM �' U5E: SITi. DATA: S 6 0 K ON-SITE STORM DRAINS OR PRIOR TO ALL WORK + GORGA RECHARGE BA5It5= 10'-0 xi 8.'.:.,:: ': \5 ® I - HYDRO-ACTION SET-N-60 ON51TE WASTEWATER TREATMENT PLANT,UNIT INGLUDE5: TOTAL LOT AREA: 22,511 50.FT. (05168 AG) TO TIE LINES ✓ DWELLING MODEL AN400,GRAVITY SYSTEM WETLh•!D AREA: 4,256 SQ.FT. (0.1007 AG) K CATCH BANNS,NON-LEACHING=IO'-0" .g1 `� PUBLIC WATER ��, • r' o.SAN.LEACHING POOLS 8'-0' PROPOSED EROSION CONTROL MEASURE: po°ra / FNDo „; +ND 5TK <s t fl •• DESIGN ROW: 450 6PD EJILDAt3LE LAND: 18,225 SQ.FT. (0.4282 AG) P.PROPERTY LINES=5-0PROVIDE SILT FB4GE BARRIER 6 DRIP LINE OF TREES(TYP OF 4) o P05T N 86'56 00 W ::-: :-'5&:774`. , * x19.0 EX. DRIVE SURFACE MATERIAL(DIRT) •• MAINTAIN GRADE 5' BEYOND ETU, THEN DROP DOWN 6 A RATE OF 3 TO I (BUILDABLE LAND = LOT AREA-FRESHWATER BOUNDARY TO WESTERLY PROPERTY LINE) Q.TOP OF EMBLUFFMENT OR STEEP SLOPE SEE STANDARD AND 5PEGIFICATION5 FOR PROTECTING SHALL REMAIN WITHIN AGGE55 R.O.W. •• 05%SLOPE OR 6REATERI= 25'-0' VEGETATION DURING CONSTRUCTION ON DWG SP4 OPS(OP/GNTRL CENTER)W ALARM BEACON AUDIBLE HORN ALARM(LOG'D REMOTELY,AS SHOWN) a � \ 6 R . BLUFF=65'-0' , EXI5TING DIRT DRIVE �k �� PROVIDE: S.SEPTIC TANK,FUND STA,GREASE o �p *\ WITHIN THE SUBJECT PROPERTY 'FLAG'SHALL 2" U/G ELEG GND FROM DWLG TO REMOTE CONTROL PNL LOT COVERA6E: AREA: TRAP OR MANHOLE =6-0" \ 18 1 *\ BE REMOVED AND REPLACE WITH PERVIOUS 2" U/G ELEG GND FROM A.G.TO OP5 aI&Y__IURES TO BE REMOVED: 2" U/6 VENT GND FROM P.T. TO HOUSE STACK EX. DWcLLING t166 5Q'.FT. T.SWIMMIN6 POOL-20'-•0" LAND N/F OF � `, � o � ::'''.;;` . ARIIZUMI & BERR I6 \ / /" * GRAVEL MATERIAL IN KIND(AREA: 1354 5Q.FT) U.DECK/RAMP=5-0 ((( r� DWELLING `�O / � .h,: � •LOG.OF EX.SEPTIC 5Y5� * pF ±14"�OAK GFI CONVENIENCE RECEPTACLE NEARBY CONTROL PNL FUBLIG WATER 0�5 � �*� � �E `'� TO BE ABANDONED PER f EX. LOT COVERAGE: 1'168 SQ.FT. (t4215�) pr A_ o TO REMAIN ��� : \ s� LAND N/F OF SEE DETAILS ON DWG 5133 PROPOSED STRUCTURES: 4� � 92'$OAK TO JOHN b TERRY GORGA + + y�Po� Fs' �s� BE REMOVED ����,TM15 ' *G DWELLING PROPOSED LEACHING FIELD \ $� + + +•\•R •(0� "�'' PUBLIC WATER PROP. DWELLING (t ) FRESHWATER \ TEy� �° N` ;,• \ , fbS4 SQ.FT. 3.1555 + + + + x >: �; s,.::�114"�OAK TO USE: * ,.� : �. _ _. \ ABANDONMENT BY REMOVAL: PROP. h00D DECK 1302 SQ.FT. (tl.bb�) WETLAND BOUNDARY ++++++++4,1 \ DBL 112"a CA HOLE HOLE`` :r,a rl BE RB1pVN7 \�� ' + + * / EXIST.SYSTEM TO BE ABANDONED BY REMOVING (I) S x 12.0 EFF. DP LEACHING POOL DELINEATED BY ` �� + + + TO REMAIN 115 ��' '.,r., ;AYO OAK TO \ ° PROP. PORCH ENTRY 118 SQ.FT (f010%) \ + + 14 + + + + + + �' _ . \ tI> ALL RESIDUAL SEWAGE WASTE5 BY A LICENSED / • LOCATION FOR 50� EXPANSION SHOWN EN-CONSULTANTS ` + + + + + + + + l� 118 REMOVED -� `J WASTE HAULER,REMOVING TEE ENTIRE STRUGTURE(S), Cj MAINTAIN SEPARATION D15TANGE5 ON JUNE 26,2018 + + -c� 18, \ \o PROPOS +� + +I +1 \ �••. p� UJ`° BAGKFILLIN6 WITH SUITABLE SAND AND GRAVEL • MAINTAIN 5% 6R,4DE 20 BEYOND PRECAST COMPONENTS "ED LOT COVERAGE: tl \ +t+ IQ + o + \+ + + + + `\ / ` \ 3 MATERIAL AND PROPERLY COMPAOTIN6. A04 SQ.FT. ( 551911) + + NG 5P3 + + + + * \� INSTALL ADDITIONSEE DETAILS AL GDOMPONENTS: + + + + + .t + 1 + + r ��� i ;y + +6++ + + + m+ + (2)±18"�OAK + + \ 11.3 1 \ \ \ + +TREES TO REMAIN +� \� /y� \' d \ �� �� �� I - POLYLOK HDPE DISTRIBUTION POOL (5EE 5HT 5133) + + +++ +.+ +++++++++++ + + + aS { \/ bt• 'y5 * V � • + + + + + + EXISTING USE ENDGAP LEVELING DEVICES m 1 (TYPICAL) + + + + +++++++ + \ I STMFIR.M T *\ D. SEE SANITARY PROFILE ON DWG 5P2 \ + +++++ ++ +, + + + + + + + ' % �I- �`;o TO BE REMOVED EXISTING • + + + + + + + + + + + 5 `� 01420 320 x16.4 CONTOUR TO BE x� PROPOSED PORCH ENTRY O + + + + + + + + + + �\ / REWORKED x11.9 *! + + + + Vj ` + + + + \ l F.FL EL. 166 i SEE PROPOSED PLAN /+° W/STEPS 3 RAIL TO CODE, N +++4 +1 + '�0 + 0 + + + + + + +,\+\+s \ S DWG +� I5 5Q.FT. + + + + + + +14+ + + + #+ + + PROPOSED 50' + � ��THI 1 bi*i*� I� / \ r A.., + + +++ NON-DISTURBANCE BUFFER+ `: ,E��+ + / � ~YY� G m I" \\ AREA TO REMAIN "' v "� NATURAL AND LdND15TlJRBEO 14+++ \� S, 3 7 + + + + , + * ?�' 114 O OAK X VACANT 60' LAND N/F OF �� <� `�j w ((� + + Vi �� O v S O t r r + + + + +12 + + + + + + TO REMAIN (0 REINHARDT O \3 J (f1 S25 54 20 E 1 o� `++++++` 0 \ +� �-&- \ 3 �o y % \ a MINIMUM GRD 0 20' OFFSET 15.00 1 lJ LL + + + + + + + + + + ✓� 3 DWELLING s + ++ + + + + + + + + + \* + k�� L* -, PUBLIC, WATER X Z ' + IC� + + + + + + FROM SAN. 5Y5 VARIES r \ ,* DOUBLE I � `- r `' ; + \ A Z ` + A.+++ ++++* � + ++++�+ I4 /+�+ PROPOSED DEMOLITION ±12"O OAK TEST _/� / 1 �� \ y EXP \ PROPOSED (� �+ + + + + DO + + + + •� + • EX.DWELLIN6 AND WOOD TO REMAJJ_ HOLE + I - / (MAX ALLOWABLE GRADE DROP 15 + + 7+ + + +\ + + + + + \ �+ +�✓ + , \ �� WATER SERVIGE CONNEGTInN: Lid + + + + + + + + + + �* STEPS ro E!E DEMOLISHED �� x115 v` �� 5S5 WITHIN 20 of SEPTIC SYS.) PROP. POWER AND GOMMUNIGATION + + + + 2N* +i* j lN� AND REMOVED "` �( 2� \� T \ `� \ TAP EXI5TIN6 WATER MAIN IN STREET. y + + + + + + + + + + 444 ++ +i �Q��� .. TL AREA; t-nq SBFT. / 5 DP o TAP POLE FOR CONNECTION TO POWER AND ,�0 v Ex.UTIL PROVIDE WATER LINE To PROF05ED i + + + LAND N/F OF O 3 \� -p GOMKNICATION 5ERVICE5,RUN UNDER GROUND N � WATER METER + + + + + + + + + + �0�;6 COLOMBO DWELLING \+? 17 8x �� / y \ r p ,> % POLE \+ �, + + + �E PUBLIC, WATER �x */ AN PIPE W/C.O., s ETU - s, �;�N \�3 LINES IN COMMON TRENCH PER PROVIDER'S V� �- C, O I o + ++ ++++++ +++++++�il Pd���� 1 \� Q, /AUTO-VENTED(AIR VENT neo' O ,/1 1 \�� REQUIREMENTS ) �/x PROPOSED WATER LINE SERVIGE: \ + +++++ ++ b+ + W til`����� 50' WETLAND OFFSET LINE xIl ``� GO PT LP ^, '�4 x/j! ? RUN PROP05EfD WATER LINE TO MAIN IN w N \`Z I)lT0 HOUSE VENT STAC.YJ / ) +++++ + �� PROP05ED LIMIT OF CLEARING, PROP. 20 AMP MAIN MAIN PA y \0, /NS$ \\ / �4H 1 IR s / \N o��Yj �/ f STREET CONNECT To PROPOSED METER - w ZONE X + c\+ ti 6RADIN6 AND 6ROUND DISTURBANCE. / .'; M EXI56OH VAULT A5 SHOWN. \� •+ ���x WD DECK N HOUSE / / \� �l,c 'p /�'.. ` ' = / MEET 5GDH5 AND 5GWn4 TO REMAIN + Q� \* DRO 22.92' .1 W LAND N/F OF BILGO \.� REM � EXISTING WATER METER VAULT: �+ .. E� J� \I MINIMUM GRD ® 5 ARI IZUMI $ BERRY �5�O / / o .=1 J ZONE AE y DooR� OFFSET FROM ETU DWELLING DJ�RN�wi / / �\�� ^::',': ' �� INSTALL WATER SERVICE METER PER W PUBLIC WATER EX 1 S :' , A� SCWA REQUIREMENTS H-5 EL 7 \�� -*/ �<" ti (MAINTAIN GRADE 5 BEYOND „ �• + P/� ETU,THEN DROP 6RADE DOWN p p r ' �'C ' ` ` ✓ % EX15TING SITE PLAN - \* (2) ±16N) 5 o K �� AT A RATE OF 1:3) / UTIL SI O�s oo E • O PRIVATE WELL EN6INER: 'p \� REMAIN 18 +"�* �� FND PIPE FOL 24•.77 �c/ �'°` ; ...... '�,i� oO O- TO BE USED FOR \�� t9 / '� w o� EXISTING CONDITIONS + \ +- a + �o _ - o : , :::::. .. . 6� 10 IRRIGATION PURPosEs - `''- + .��. � •� *�"� 005 x X-x-x_./ •Q: .;�- �''` � �; � >., , �Qc O �1�• \ + �+ 's\2� ps� \31 ?g � �` ` �Gn' s i =XISS; , .'. ;•1 .:t.. / �F� PROP05ED 0 WOOD + + �•" / S � � � �•� 1 ..r• �-P FENCE + f \ a I �� ` i tY;.::' v��� APPROX LENGTH: f504 LF. FND o FND o / INSTALL A5 SHOWN LAND N/F OF r H N 20 10 0 20 40 Posr / �' 55.74 : : :::::.:: GRAPHIC SCALE - 1 X P05T STK STEPHANIE $ l JILLIAM 60RGA C7 i d;_ u j V is - 20-0PROPOSED CONTROL PANE AND BOWER: /' m `1', i L L L $ /N86'56'00'W ::::: , \x11.0 PUBLIC LVTATER PARTIAL ::' 3 PROP05ED i�<<Gr a, ,, J� ,. • REMOTE HYDRO-ACTION OP5 GNTRL GNTR,BLOWER MOUNTED ,�/ ::tSR�VE: PERVIOUS 6RAVEL DRIVEWAY SANITARY SITE PLAN BEDROOM 5ANITARY SYSTEMGALL OUT,TH15 DW5.AND GFI REGEPTAGLE ON'H'FRAME,SEI= 'PROPOSED 2 3� IN PLACE OF EX.DIRT DRIVEWAY *, • FC71R MOUNTING DE-516N.AND REQUIREMENTS, A I PROPOSED STORM DRN6 LEACHING POOL, , , 18r`� SEE iPROPOSED H FRAME DETAIL,ON DWG,5P2 Ib 6'OxV L.D.LP. JEFFREY T. BUTLER, P.E. • SIE 'CONTROL PANEL REQUIREMENTS'NOTE, \ .401 SD:Q I/A OWTS UNIT SIZING: THIS DWG. Com' ±14"m OAK ,;; :;;: �k p TO REMAIN , LEGEND: 15 1.5 0 15 30 �( * 3�_ : ' LAND N/F OF J GRAPHIC SCALE I 15 IO 12 14 + +++ \\�� /�° `�,`1 r_ /^ \0 \- �� JOHN TERRY ONELL�G ORGA O SIZING,PER: �� __ • C" `}�c a' p `i` A� UNOFFICIAL COMPILATION OF CODES RULES AND PROPERTY LINE 8 + + + + REGULATION OF THE STATE OF NEW YORK TITLE 10 6 + + + + + DBL±12"O ' g I EXPO �o� PUBLIC WATER PRINGIPLJ:YD SETBACK - - - - DEPARTMENT OF HEATH.CHAPTER 11.PART 15. \ \` 1 ++ }++++++++++ � ,� OAK TO / ,� HaE ',, \ Z O STANDARDS FOR INDIVIDUAL ONSITE WATER SUPPLY + + 14 + + + + + ,y� REMAIN �, 1X A 2 Iq \ PROP SANITARY PIPE -ss 55 AND INDIVIDUAL ONSITE WASTEWATER TREATMENT + �� � xN �� _ pp o 2 z0) § SYSTEMS.APPENDIX 15-A + + 12 +++ *++*++++ +++ y` xll / 3 MOD' S�s NOTE: 18.....• x4.34 �' \ � -_-_- FRESHWATER ` + ' ++� +IQ+ , PROPOSED 50' yp� AG: o DEMOL15HED OBJECT(n3R) ------ SECTION 15-A.6 SEPTIC TANKS •THE5E PLAN:ARE DE-516NED TO + ` +�+ + +� `� \1Q �r 1 O \ Q TABLE I: DAILY DESIGN FLOW= TIO 6AL5/DAYABDRM WETLAND BOUNDARY 1 6+ + NON-DISTURBANCE BUFFER + pT x18.8 Lp`, \ � o Q/ �� 60HPLY WITH 5.GDFI.5.'5TANDARD5 4` AREA TO REMAIN + + It3 ' r tJ` - PROP.5TORM DRAINAGE PIPE -so -so -so - TABLE 4B: APPLICATION RATE = 1.20 6AL/DAY/SF. DELINEATED BY + + + + + pip. / x188 \y J < (v Z �- FOR APPROVAL OF PLANS ANDLU GON5TRUCTION FOR 5EWA6E EN-GONSULTANTS I ++ + + NATURAL AND UNDISTURBED + + + *-x \ / i �\qj' s•� �\ O rT1 -1 (n } PROP U/6 WATER SERVIGE w I/A OWTS UNIT CALL: DISPOSAL 5Y5TB75 FOR OTHER - ON JUNE 26,2018 + + ++ +l+ ++++ ++ +�+ + +++ (*��° cIC�� 6` _ N z O Of NEVI'YOPI CIV THAN SINGLE-FAMILY RESIDENCES +11 t + + 4l 1- EXISTING WATER MAIN W FORA 2 BEDROOM DATED I2-2q-eon. I + + + ;Sb+12 +++++ � k� ++++ �,c\+ \� P POSED ��" \•�O C� < & SONG 15�ANb SINGLE FAMILY RESIDENCE PER S.G.D.H.S. •OWNERS AND 1N5rALLERS ARE TO \ o�` +++ ++ ,++� +++gid �t� ++++++++++ \1 BIL DOORS PROPOSED " t/] EX5TIN6 OVERHEAD UTILITY LINE: - - : - - : - . PROPOSED SANITARY DESIGN FLOW: 220 6PD FAMILIARIZE THEMSELVES WITH +� + + e 3kb COVERED PORCH ENTRY x144 Q`7�INj;j; CARE OF SAN. SYS: �..1 v LLJ fn W p- r + + + + + + ` / BSM �T• 8 SQFT RAIL TO GORE . FORMULARIZE ONESELF WITH THE Q Z Z 800-212-44801811 2 BEDROOMS® TIO 6PD/BEDROOM= 220 6PD SECTION XVII -GENERAL � \ + + ++ ++'++ �+ \p4 + + (2) ±18"Q OAK * -ti � �/ r Q '� PROP.U/G ELECTRI(AI_/WMMUNICATION + + + + + ,�/ O • USE 0)HYDRO ACTION WASTE WATER TREATMENT PLANT REQUIREMENT5,XVI.2 -I/A OWT5 tj` \ + + + + + + TREE5 TO REMAIN L SERVIGE LINES: ub ue ue USE MODEL No.AN400 GRAVITY SYSTEM `°3. + •. + ° `� \ ie Q Q www.dignetnycli.com •• SEG MINIMUM -.EEEGTRIG� r +++�+ + ++ ++++ ++ ++++ _ \/ / ` 18 / MANUFACTURES REG�OMMENDATIONS FOR : + + s, / CARE OF SANITARY COMPONENTS. •• TOTAL TREATMENT CAPACITY: 450 6PD 57, \ �' �" PRIOR TO ANY FUTURE SITE WORK A WAYS �` O or www.call811.com + + + + + + + + / PROPOSED SANITARY SYSTEM: HYDRO-ACTION REQMNTS. of AFORE MENTIONED � •,, + +• : ,'16• ' �: /� �- •' ) / ERECT GON5TRUCT10N FEN(IN5 6 BEYOND I--d (�/ # N for other states TOTAL WORKING CAPACITY: 1,215 6PD + + � + + +'\fid + `� ( ) A/I OWTS pr SECTIONS OUTLINE MAINTENANCE AND + + 10 O COVBl TO GRADE �AG)•- as FLOW RANGE:50-450 GPD \. +\+ + 'i /r \ CARE OF INNOVATIVE AND 1, + + Y + + Y + + + �� + + + N THE PER'1KETER OF T'IE WASTE WATER B law,excavators and contractors 'CO•AR Elr.i^l GRADE \- �i •• LIQUID SURFACE AREA: 34 SQFT. ALTERNATIVE ON-51TE WASTE WATER � } . ++++ ++ \� ++ +++ 6 TREATMCINT UNIT TO PROTECT THE � ~ � Z Y •• SEE DETAIL FOR INFORMATION,DW6 5P2 TREATMENT SYSTEMS REQUIRED BY \\ Y +' + + + + + + /x COMPOlENT5 VEHICULAR DAMA6E. Q - Q I MAINTAIN READ SEPARATION DISTANCES,THIS DWG \\ �iA + , ( + + + + + Dp\, c4 Q ({� working in the five boroughs of New York S.G.D.H.S. ,+ + + •, \ � I# •� ,�LEACHNG EXPANSION .. + 0 O D+ + + e / 2 STORY FRAME DWELLING !1- City and Nassau and Suffolk Counties on POOL POOL TATHOLEo' + \� ++ ++ +++ \ ++ + Lon Island must contact Di Net, CONTROL PANEL REQUIREMENTS: -�` + + + + t + + t,� 1-800-272-4480 or 811,at least 48 hours Lp�A �\EXP% EX5TIN6 UTILITY POLE �, Q .j m + + \`�`+ + + 14 \Fgj ` W/ BASEMENT F. No.: but no more than 10 working days - I.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON SANITARY LEACHING POOL SIZING: �f ,,�, \� +11, + + lo+ + + + t ��� 10 F.FL.EL. = 23.0',2 BEORM (excluding weekends and legal holidays) A SUITABLE PEDESTAL WITHIN VIEW OF THE SYSTEM PER S.G.DH.S.DIVISION OF ENVIRCXNMLNTAL Ql1ALITY ' + + `1+ + +++�\OS + +++++ + ++ + g\\ ` OLL prior to beginning an mechanized digging PROPOS STORM DRAINAGE STRUGTURg THAT IT SERVES.GNTRL GNTR AND BLOWER SHALL BE STANDARDS FOR APPRCr/AL OF PLANS AND GONSnRUGTIDN FOR + '\ 1�+ + + + + + + + + �) pQ ` EXISTING I STORY FRAME DWELLING Q MOUNTED 35 ABV FINISHED GRADE(MIN)OR ABOVE \ + rt �� �� O or excavation work to ensure underground STORM ATER LEACHING POOL �5D 5Ei DISPOSAL SYSTEM FOR 5IN6LE-FAMILY RESIDENGE5 J Z y 4 , + g+ + + + + + + + + + � F 1 TO BE DEMOLISHED AND REMOVED a d- Z lines are marked. Excavators and �I BFE PLUS 2.0 FREEBOARD,WHICHEVER IS HIGHER. DATED: DECEMBER 2q 2011 ` .2 + + + + pR - !j J (5EE DWG.FOR COVER REQMTS) \; 2.EXTERIOR PANEL(NEMA 4X SPECIFICATIONS) `� \ \+ + �+++++++++ + + +++++ ��0 t ( ALL MATERIAL/DEBRIS TO BE HADA ED TO O contractors can also submit locate 1 AN APPROVED UPLAND 5ITE �Q _ PLACEMENT ENABLES THE SYSTEM TO BE SERVICED AT REQUIREMENT PER TABLE 4: N + �+ + + + + + + + 10 ��� �/ O requests online,through ITIC. If you do not O OPEN(OVER TO GRADE o + - + + + + + + + + �� µv - ANY TIME,ELIMINATING THE NEED TO AGGE55 THE .gyp + �F 50 WETLAND OFFSET LINE r--° r current) use ITIC,please call O SOLID COVER TO GRADE MIN. LEACHING 5Y5. FOR A 2 BEDROOM RE5. PROJECT p r + + + + + Foy �- (ln t \ a Q (� Y IN51DE OF THE BUILDING. + W PROP05ED LIMIT OF CLEARING GRADING I -- :-.- ___.� 1 1-800-524-7603 for more information. ,�SOLID COVER BELOW GRADE 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO MINIMUM SYSTEM (300 SQ FT 51DEWALL AREA) � ++'� + + + + �,\,�6� `` � ' C EXISTING PREVENT 6A5E5 AND M015TLJRE FROM REACHING THE MIN. 50% EXPANDED SYS. (450 50.FT. SIDEWALL AREA) w No\ ZONE X \ + �++++ ��\0 5 �O AND GROUND DISTURBANCE. < r � t � For safety reasons,homeowners are SPOT ELEVATION xb.0 CONTROL PANEL OR JUNG110N BOXES. _ \ ` y i , � strongly encouraged to call as well when FIN151®FLOOR ELEVATIC)N FFLEL= PROPOSED 4.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING - ++ + ��Qe�P� (� O O'� SEP 3 202 I PAGE. planning any type of digging on their GARAGE FLOOR ELEVATION 6RJ=L.= SPOT ELEVATION :cQD WARNING 5(STEM WHICH WILL ACTIVATE AUDIBLE AND SANITARY LEACHING POOL DESIGN: A\ V • PROPOSED property. Homeowners can contact us VISUAL ALARMS THAT CAN.BE READILY SEEN AND SYSTEM REQUIREMENTS: ZONE AE �y -� HEARD BY THE ST BE NTS of THE BUILDING SERVED. SANITARY SITE PLAN oeird f Town directly at 1-800-272-4480 or by calling EXISTING CONTOUR � � 5.PRE55LRIZED MUST BE EC1111PPED WITH A CONTROL 300 SQ.FT LEACHING AREA / 25.0' SQ.FT./VERT FT = 12.0 VERT FT � EL 7 � PROPOSED EROSION CONTROL MEASURE: 811,the national call before you di --b-- -� � � [3oard of Trustees number. For excavation work completed d on PANEL WITH MEANS OF CONNECTING,A PORTABLE USE : I - 8'4) POOL x 12.0 EFFECTIVE DEPTH PROVIDE SILT FENCE BARRIER 6 DRIP LINE OF _ v SP2 p - EXISTING CONTOUR 6ENBRATOR TO OPERATE THE SYSTEMDURING A Wpersonal property,it is the contractor's TO BE REWORKED: TREES(7YP OF 3),5EE STANDARD AVND b POKER OUTAGE. SPECIFICATIONS FOR PROTECTING VEGETATION responsibility--NOT the homeowner's--to b.ANY BLOWERS LOCATED OUTSIDE OF THE I/A OWTS UNIT LEACHING AREA REQUIRED = 300 SQ.FT. OF 51DEWALL LEACHING contact DigNet. Having utility lines marked PROPOSED CONTOUR MUST BE PLACED ON A PAD(CONCRETE,PLASTIC OR LEACHING AREA PROVIDED = 300 50.FT. OF 51DEWALL LEACHING LAND N/F OF \ DURING CON5TTRUGTION ON D146 5P4 prior to digging is free of charge. 6 FIB8R6L.A55)AND HAVE A SOUNDPROOF ENCLOSURE COLOMBO 20 10 O 20 40 DOVER. LOCATION FOR 50% HAS BEEN PROVIDED PUBLIGLLLIN6 � GRAPHIC 56ALE 1" = 20'-O" SCI Ar PHS APPROVAL AREA: of 4 SCDHS SET i I I PROVIDE 20 AMP BREAKER pIJMP/GOMPRE55ER POWER CIRCUIT IA' (2)2x8 x 4JNGTH TO SUIT)AGM Q �y o IN MAIN ELECTRICAL PANEL HORIZONTAL GROSS MEMBERS(TYP) j3� f�.------------------- ° IN PROPOSED BUILDING FOR G G 1 I PROPOSED 1/A OWTS GBI MI m USE(4)Y'-P GALV LAG BOLT W/ C1 SIDE GUT OUT TO ACCEPT GALV.WASHER m HEAD F_ I I BLK BLK BLK o a�o POLYLOK SEAL P/N.W"I 1 AK-080917-1 I LI LI SPI SPRAY PUMP RATINGS: ry F (TYP B EA.POST) I/A OWTS {� �°°°°�'"� FJ 14-x12 I t Q x FUMP 314W 6 I15V _ TYR 40 FLG5. ELECTRICAL WHT WT MOTOR 15D FLA N M GNTL PNL "ro ❑ INSIDE LID VIEW ,\N N N o USE Box GOMPonENrS: 125 x 141t 0 ❑ i 1 ell ® 11 G HEAVY COVER P/N 3011-620 °_ I NOTE: ENCLOSURE HINGE TO THE RIGHT 1 FRONT�IJE VIEW ON ON ON ON ON , GB2 M2 GSR b LOOPS 6'TALL RISER P/N 3009 4x4x8'L6 AGQ TIMBER POST r nCK , I ® t� �� 0 0 12 TALL RISER PM 3009-RIR MINIMUM COVER 36'BELOW GRADE TfE CONTROL PAWL BOX zo zo zo 0 0 I ® gg�� ,,,,eons® O ¢, 5"r I BLK BLK BLK RPI PUMP RATINC6 4'ROTOFLOW EQUALIZER P/N 3050-4 INCASED IN POURED CONCRETE IN TKW6T BE PLACE)aMVE ON OFF OFF OFF OFF OFF ov r A N z O Ir RECIRG .�,��9� 12"DIAMETER 50NOTUBE.(TYPICAL) A SUTME PmE5T4 PURM �g �Q ® ® ® > 3/4HP o 115V Z Y, N 3 ►n WFfT WHT MOTOR DISTRIBUTION BOX DTL VIEKOF THE SY5TER'HAT IT b N 150 FLA fta4 G&-=97=20 1 SERVES.cMROL CaTER OQIt�®�GtO�i SSS z POLYLOK 20'1)-BOX StVLL BE t171HTH)35'ABV i O MATERIAL-HDPE FNS 6RPDEtMtU 7R ��•GALE:NONE ABOVE Ifff,MOEI�15 m �j12!1 4 > GB3 M3 �! H BLK '�, BLK BLK MPI MIXER FUMP RAT1N6 A 19,�I[f 3/4W 6 115V �j 1 LI 3 "`-'L2�./ O �/ WHT MOTOR 15.0 FLA. o-.• N I e ❑❑ e 1:1 ED • ❑ y V I `*LABELS r-IDE nr u[' I (a I \�\/1 GRADE I IT========= ------___� �_________� ,��1y411 GB4 11' `/ o MYL D a Fd� ft3 "., $1:Ta , J I NQDOlTAU]J Dr�f D33i 4J02dON7 I / ` I ,a z na r2 , II �,, I I �� GI GOMP.RATINEfx �_____====�1 �_________� �_________� N � N GRY qR o GRY �/ •1 /�/�/ << �/� o 0 0 COM' I/OHP 0 115 w m WHT MOTOR 5.4 FLA. ELECTRICAL i TERNA&OVALL ERLOAD D PROTECTION.RS Mlf5T HAVE mova I � SCHEMATIC DIAGRAM ' , 4 sPl N RP, N ,IFI N c, r, z 3 a 5 s j i �ri�a I r � I'Mslzp(R2CIRrD GREEK(MBER , Pulp ) PAPP/) S NOTES:FLOAT 5WITGH TO BE RATED 2 AMP AT 120V BLU 1 2 LRI-01 RED/WH MI WHT orN u�oQ1� t6�fiINR I MINIMUM. PROPOSED N FRAME DETAIL • MAIN PANEL DL5GONNECT MUST ESE PROVIDED 1 2 LRI-02 PINK/WH WHT BY DASIHED LINES INDICATED ITEMS NOT BLU M2 (5TRJCTURE FOR I/A OHT5 CONTROL PANEL MOUNTING) • NONE CONTAIN IN THE PANEL. SCALE: • REQUIRED TORWE FOR TERMINAL BLOCK 50119 16 IN-LB5. REGIRG RUNNING �a 6 • FIELD HIRIN6 MUST BE A MINIMIM OF 6016 BLU _ - __ _ � .----------------- J COPPER WIRE. I 2 LRI-03 YEL/WH M3 WHT FINISHED GIIIRADE 0\��_,,. �� -------------- -- YELM(H CONCRETE Z \_ o G MI>ER RUNNING GR LEAGHING POOL CONSTRUCTION CRITERIA: BLU I WHT 2' C! n I.FOR AREAS ON 5AP0 AND 6RAVEL,THE PE516K OF - THE LEACHING POOL SHALL BE BASED UPON A LRI-04 LRI MAXIMUM LEACHIN5 RATE OF 15 GALLONS OF 5EWA6E BLU RED PER DAY PER 5F,OF 510BIALL AREA, 4. CISPLG INPUT CHIMNEY 20' �j�\ 2.LFAGHIN6 POOLS ARE TO BE CAN5TRY-TED OF MIN j�� . PRE( REINFORCED CONCRETE(OR EQUAL) B \ \ A5-1 ---- //� LEACHING 5TRXTURE5,50LID'DOMES 4/OR SLABS. Roi, 0:i� '� 1. BLU PINK - \! NEW 20 AMP I POLE BREAKER DEDICATED TO FROM UTILITY �� F��° m 3.LEAGHIIJtS POOLS SHALL BE A MINIMUM OF 10'IN � Y w ((� BLU RED RLM AUD. '\\�� I MIN 4' PIA. ® I OUTSIDE DIAMETER. HYDRO-ACTION CONTROL PA PROVIDER INCOMING J O z _ 4.ACCESS OPEIIN65 WITH A MIH DIA.OF 20'SHALL m d) 5 6 ,a,Lp,RM APPROVED ® BE PROVIDED FOR EACH POOL. 120 VOLT, I0 SERVICE TO SERVICE \ PIPE PITCH ® i �' 5.ALL 60VERS,WI'IEN NOT REQUIRED TO BE BROUGHT HYDRO-ACTION CONTROL PANEL (DETERMINED p MUTE oRG BRN Ye" PER I'-0' T�66�,SHALL BE OF PRECAST REINFORCED (2 tb,#b IN I'PVG PIPE) BY OTHER5) Z HWA I,//>> (OR EGUAL).COVERS OVER 3 0 ARE NOT \\X.� PERMITTED 0 G fn BLU �T /./// b. ALL CAST NOR COVER5 SHALL BE SET AT FIN. HYDRO-ACTION HYDRO-AGTION UTILITY m W -�\�� v GRADE,BE LOCKING,WATERTIGHT,INSECT-PKOOF t AERATOR I/A Ol^1T5 MAIN BUILDING SERVICE �i ALARM 1 31 MIN.GOlI_AR COLLAR 1 i\\//\ APPROVED FOR SWAGE USE. ELEGTRIGAL CIRCUIT BREAKER METER /\ x iliiilll illi yip V O LIGHT 'i/\ CONTROL PANEL PANEL ORc ;'I'^gyp < LU LL RED BLK RED WHT \/\ 12 x 14'tl Q E--1 X Z 1 ®® I �� ELECTRICAL NOTES- EXISTIN6 6ROLND ROD < ENABLE ®® ////;\ I. BURIED ELECTRICAL POWER COMUTS SHALL BE A Q \\ YEL 11 PLG INPUT ®®® �; MINIMUM OF 24 I AES BELOW GRADE. LIJ BLU I L 7]®�]® • ACCORDANCE WITH NFL. 2.ALL ELECTRICAL WRK TO BE PERFORMED IN _ O z �—+ q O 3'MIN TO OVERRIDE \��/\ e-o m RECORDED ELECTRICAL ONE-LINE DIAGRAM E U°R TO 6RLE COVER BLU YEL/WH /i�i GROUND WATER TO GRADE 3 U4 12 PLG INPUT GSR SCALE: NONE BLU WH INK COLLAR DEPTH I4 PLG INPUT (BA( TO S EAN SANDAi ---SH•!ER PIPE w W 30° ELBOH f""7 1-- TIME 005E ^ TAN ^�71 PLG INPUT � ���' NOTE! ADDITIONAL GLEAI;OUT SHALL BE PROVIDED IN INTERIOfi OF BU;G, P1 N Pi N Pi N Cl N 1 2 3 4 5 6 - - - NO HOUSE TRAP SHALL B[i ROVIDED EXTERIOR EN6IHEER: TYPICAL BLU DEMAND ELEVATI 0 N PER IRS 2015,P321A4 CLEANOUT 5 w o o $ %., m >< m SPRAY TAN/WH 18 PLG INPUT TYPICAL SANITARY LEACHING POOL (LP) ; ° s W NOT TO SCALE \ ` a s � s m a ¢ ., � a a a 5 a 5 w � w vL �! F .SII P1 �� , a a w g Q BI 3 3 B • `1 �, W1 Ill L PROPOSED nL� 5 � I.FOR GLEAId;UT(5)LOCATED IN TRAFFIC AREAS, iLT PROVIDE WITr1 TRAFFIG BEARIN5 FRAME AND COVER. 2 STY -z- MAINTAIN 2.FOR USE K1}I 13UILDIN6 EX DGIOWCONNEGTIOr�. 2 BEDRM DWLG N '^=s` r: MAINTAIN 5Ai GRADE: � - ��L,- CONNECTION DIAGRAM A MAXIMUM 596 SHALL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY FFLEL.230' REQUIRED TORQUE FOR TERMINAL BLOCtC SCREWS IS 16 to FROM THE NEAREST E06E of THE LEACHING POOLS BEFORE TAPERIN6 OFF IF A RISER COVER W16HS LE-56 THAN 60 LB5 A SEC VARY W/BASEMENT TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE OR EDGE OF SAFETY LID OF DEVICE SHALL BE PROVIDED. ;{ THE SLOPE(EQUATES TO MAXIMUM DROP OF 12'OVER 20'HORIZONTAL) PROVIDE'COVER: WHEN REWIRED TO BE SET AT FIN.GRD: JEI=PREY T. BUTLER, P.E. qA' PROVIDE COVERS: 2'mPVG PROVIDE COVERS: CONTRACTOR TO PROVIDE USE HEAVY DUTY,WATERTIGHT, WHEN REQUIRED TO BE SET AT FINISHED 6RADE USE: VBITPIPE H-EN NOT REC�JIR®TO BE SET AT FINISHED GRADE U5E: INSECT-PROOF ADJUSTABLE AND LOCKING COMECT TO Q 25 GU.YD5 OF RATEABLE 501L FOR •THERMOPLASTIC COVERS -L:OCKING,WATERTI6HT, J •PRECAST REINFORCED CONCRETE COVER(OR EGi1AL) CAST IRON FRAME d COVER(CAMPBELL- HOUSE SrACK IN5EGT-PROOF,FLAT,SKID PROOF,ESE APPROVED FOR 5B AGE O THE PURPOSES OF REPLACING 1182 G OR APPROVED EQUAL) USE 4 HAVE UV PROTECTION � UN501TABLE SOILS WITHIN THE PROPOSED �+ AL TANK NITRO EXISTING 6RADE OVER L.P. PROP05ED LEACHING POOL COLLAR. GRD BLD6 = EL. 18.8' Q 397 Z O L—� RED UCT N T EL 1434 MAX PROPOSED GRADE "D V RE-TR TA \%�/%\/ / /%\//\// i / r / \ :, �, \ OVER oP s E�. la o1' PROP05ED GRADE OVER ATU 0 EL. 18.8' — \\; DLIN ISTRIBUTION 115'-T.O.'SM'SOIL RIE BON`�/'\' \ TD.SLAB: LL 1131' '%\\/\ \\\�\j\�\\\\\\'�i`�\ \ ;\�\\\`��\i\\\\\\\\\� \ POOL %,'` _�//�'///�//�///// //.<//. Z 1\,\ r., , .//// . rr/r,//r // // // //: // %/ / // LE. ® DB \, \, \\ ` EL. Ib 55' \�\\/\\/ N SOLI LE \\/\\�\\/\ \� NOMI RAI TEABLE�501LI B.O.SLAB: E1. Ibbl' ---- ( I I I /'/•/ / / /:/\/ - - r - -- PALE SILTY BRH SAND I }� �L. Il W LII,E 4"� SUR 35 XPORT PIPE '\`'\�'\ EJC.GRD ®, / N ~ Z /\ /\\/i %\% %��%\\�\\// / /, /,\/, /. II II 1 II \ .\/\/./ ,/ / / EL. 17.0' \ Q < — CZ I M SHALL BE REMOVED 4 \ \'\ III / .I E. ® PT. DWLG TO PT 10.08 LIN. FT \ y�y�y � � PLACED W/RATEABLE LP I I I I I I I I I OE, _ /Bp.Pool ,\/,\,\/,\,,\,,\O.E. A.G. / II 1 II I // / / / / / / / I LEPLHIN6 POOL 6 EL. 16.08' \r; \\/\\/\\_ AC \_ „ /\/\/\/\/\/\/\ � Cn � (� SOIL 5w'oR 5P'PER I I I I I I I EL. 16 38 /, / / EL. I6b // II III //\- EL. Ib.l MIN. SLOPE =Y4 /LIN FT \ \\j�/\\/\\/\\/\�' D.I NV® �••a Q- ISI01� CL AANND ll BLOWER T ENE�TALLG®N O Y - A5TM STANDARDS I I 4 of I) I.E. = EL. 16.31' /\\\�%\\%<%i\�//\\�/!\�//\\/ II II AIDE�A'liT[®l� 1 i/��i�i��i/� 10.061-6 M 5LOPE 252' - ��\//\uryD>NATIVE URBED %\\� EL. 16.11' z Z O L EL. 14.5 8.0.'SM SOIL fZ1BBON I \ \\/\\/\\/\\j\ II II C >Fl� ,�\,�\,\\,�„\\, \ \ \ \ O (SEE SITE PLAN R)R PROP.LOCI I I I ( I I I 4 P 5DR 35 XPORT PIPE, " ;./;;.//;.,'. , /,moi; i,ri r ✓\/ ,/\ LLJ " " " ' " " ' " " ' // // // // II II I / NATIVE r'- / / '/ / SOIL / POWER LINE AND M15G.CONNECTIONS TO BE EL. 145 -TD.'SG SOIL RIBBON \\\\ \\ F.T. � \\ \\/\\/\\/\. . 1 �. \\/\\ � {- O I I PER 5601-15 STANDARDS FOR APPROVAL OF I I I I I I I FROM AG TO OP //\'\ /UNDISTURBED\/ \/\/\/\/\/\%\/\/\/ MODIFIES A5 REQURET7 To ACCOMMODATE REMOTE I I NON-RATEABLE SOIL I I I , <\// II II 'll'�IEA 'Il' \� '\ \//\//\//\/ / — LOCATION OF OPS CONTROL C LATER A5 SHOWN ON PIANS AND CONSTRUCTION FOR 5�IA5E REPLACE SOIL \\;. \\i\\i\\i\\/\\i\\i\\i\\' BRW CLAYEY SAND I DISPOSAL SYSTEMS FOR 51HGLE-FAMILY 5.08 LIN. FT.MIN. SLOPE = II II T �i/�,/,,/�,/��:,, , / / / / / / / (L O SITE PLAN UNSUITABLE 501L W/ 4'� SDR 35 WORT PIPES FROM II II 11 /\;\\%\\ \\/\\/\\/\\/\\/\\/\\/\\� `,Z, WLR✓_ (V 1 'SHALL BE REMOVED 4 RESIDENCES,12-2q-2011 I I •I I YD" /LIN FT TYPE SP OR 9YJ PER DP TO LEACHING POOLS _ . = II II I I ;/\\!\\' �� \/\\/\/\ \ \ \' REPLACED W/RATEABLE — — — - \ \ \ \ /\� Z — O P7, 30259, A5TM 5TANDARD55.08 LG x Ya - 0.64 I I /j� /,�/ \/,�/, \ SOIL 'SW'OR'5P'PER SECTION 5-I06.A.4. I bbb LIN. FT.,(WORSE GASEJ 0.05' MIN SLOPE II II I I II I \� ���; /i\ V_ ASTM STANDARDS WHEN INSTALLING LEACHING STRUCTURES MIN.SLOPE =Y8" /LIN FT O < O I 2'PJC VERT LINE N I I I UNSUITABLE SOILS SHALL BE REMOVED I I I III 1 I I I I , „ _ „ _ , ME!INTO eW6 VENr 5TACYJ I I I �,i,,� t�i�I.i,�,i I\ AND RIRLAGED WITH SAND AND � � ' l I t ` b.bb LG x Ya - 0.83 - O.Ol MIN SLOPE � - _ �\\/\\'" — s EL 115'-BD.'SG'S01L 1%1 // //�' � i � `i �/\/\ ` • ,,y�, /\/ / r /;/ / / r / , / D d C ry GRAVEL,AGGB'TABL..E TO THE \\�\\/\\�\��\\�\��\/�/\\/�. BD.CHAMBER® �. 11.4 B.O.O.T.P �a'EL;(1:4�\!�\/�,/\\�' ,' � L� � � N /\// /\//\//\//\//\/ DEPARTMENT,A THREE-FOOT COLLAR j// //\ ' ;\/i;it\// 1- N INSTALLATION "° i FIW5HED 6RADE 50' MIN. WOVEN WIRE FENCE (MIN. SYMBOL: =1TI=III=II{-111 STANDARD AND SPECIFICATIONS PRpFILE EXI5TIN6 c x I I-! I. FOR PROTECTING N'I:GF,TATION DURING CONSTRUCTION MOUNTABLE BERM (OPTIONAL) , PAVEMENT 14 I/2 GAUGE W/MAX. b" MESH SPACING) � TYPICAI FROM3 S/ r 51 BLDG. UNLESS 10 36" MIN. LENGTH FENCE POSTS - 13. PL,n1,i„_: \ ` N(AX. G. TO G. DRIVEN MIN. 16' INTO GROUND. OTHERWI5E "•�r. EXI571N6� FILTER z DIRECTED >:ADJUSTABLE CURB BOX ;w `��;{a ',' I l :11tu :nein:ering pl:ms(plot n,ap,t pr:p;nrd. 6ROUND CLOTH �.k` ,`7t a� ' .,• t'- nnoth,r field re\,:\\ Should talc ploce and SIN5HAM 8 TAYLOR ; •:�.. ' • 'a te ':` rernnnnrndalion;n,adc lar lh: ;,;ui„n t,+Ilk, FIG. No. 4G01 BUFFALO ',;,� r• •,;,. c°:;" ��•� <:,\.•d. ntin„r:,,l_;usl,,,rnl,i,;lora.,�,a,ofrn:,ds- 50 MIN. l.,' -4: .' + 4Y•;•y d,,.11int,,andutilitiesn,., AN VIEW w � TYPETYPE COMPLETE OR , ► � , ;�;• C'011<I111:U<,I1nl„te: ;Ino:;,.radihle,o,ls. V Z r APPROVED EQUAL. ;%r: �!: ty' I >, y _ HE16HT OF FILTER ` Y !Rf \\ct.u,.l,..md:,cam,should h;,r\o,d;d. Z f•. '* EXISTING Ib MIN. 4l- ? I CURB STOP MUELLER .'�`% gxIS-1` ,I. GROUND - �, " . , H-15204 OF �, area,to be,ceded:uxl ,,nu:d,1,,,,ad n PERSPECTIVE VIEW \ L PROPOSED I'WATEIR SERVICE I \ O .t• ,I �3 N APPROVED EQUAL. d:ntili;d. K:m::inin_• ;tati,u,,ho,Jc.htcnd Z {C L (COPPER PPE). 12'MIN. EXI5TIN6 r P nithlheir.urroundins":r.nlorpro%I& ecial X Q Definition GON5TRUGTION SPECIFICATIONS lunruon lath a;a filter;:rip.h;dli•r r�nn•,or � � PAVEMENT o ;creep, I. WOVEN WIRE FENCE TO BE FASTENED a -+ I he protc:tion of trc;s,shrnh;,,•round co\"er and other SECURELY TO FENCE P05T5 WITH WIRE TIES 3b' MIN. FENCE P05T loll Rda,»a,,.r n, Con:rruct,,,n rc,uihmcnt, z WOVEN WIRE FENCE (MIN. 14 2 31 Tre,,and.hruh,of,pee;al ,ca,oral irn;t;>,.;u:n OR STAPLES.P05T5 SHALL BE STEEL EITHER GAUGE W/ MAX. 6' MESH a,no„erine dap\ood.I;d nl,y,l;.,dtr:d maple. p 'T'OR'U' TYPE OR HARDWOOD. SPACING) W/FILTER CLOTH I SERVICES (SEE PLAN I'urnosc enIMleM.of ;hadiu,'li.and\.dc:,bl:Potcndal - 2. FILTER CLOTH TO BE TO BE FASTENED A CORPORATION STOP ELLER FOR DE5TINATION5) CONSTRUCTION 5PEGIFICATION5 S H-15000 OR APPROVED EQUAL shade tires shn,ad h:id:rtir:,!a,:d,n.,t1,:d rnP SECURELY To WovBy WIRE FENCE WITH TIES IIJ � Q 1 a pIo'ct k e c.4,;ting,eget:,tion dct:rl:,incd to U;unport:u„ p:cial prat:cu\:tr::an,c„t:u:q,l,n,I,t,',Ic. I. STONE SIZE-USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24"AT TOP AND MID 5EGTIOK Q) - - - - WITH APAG FULL BODY SUPPORT NOTE: n � li+r'oil:Io'tun condo!.a.a:r quahl� prate:tion.,bade. 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT MERE A 30 FORT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WIRE,IZ I/2 GAUGE,b" � � civ N N N INSERT 5ERVIGE SADDLE / ID�f. ALL WATER LINES SHALL >cr:cninl;.bull ,,.\+;Idl;li habitat.\\:tt:u,d Prot:coon.:u,<! U Tr::'to het rw;could 1:mark:J Ili,,plan'• If 3. THICKNESS -NOT LE55 THAN 51X(6) INCHES. MAXIMUM MESH OPENING. FLOW z UNDISTURBE n i m BE 4'46' BELOW GRADE. other\:title,. timber cat he rcn,o\cd till-saLahlc pro;I.,i:ts,a 4. WIDTH-TWELVE 02) FOOT MINIMUM,BUT NOT LE-55 THAN THE FULL WIDTH AT POINTS WHERE IN6RE55 OR E6RE55 O=R5. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN GROUND EXISTING WATER 5ERVIGE lure steould be r„n;ue n 4 ad\ 1,:d th •c111,C is e. TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. EACH OTHER THEY SHALL BE OVER-LAPPED BY Condition ��'hcrc Nr:tctice:�uplic� n;c 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLAGIN6 OF STONE. 5IX INGHE5 AND FOLDED. FILTER CLOTH COMPACTED SOIL E DETAIL L ;1 1're:'th.,t Duly b;catnr haiatd people. 6. 5URFAGE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD GON�ON5TRUCTION ENTRANCES SHALL BE PIPED 5HALL BE EITHER FILTER X,HIRAM IOOX, HATER 5ERVI G planned can<truetion s;,e,\vherr\wined\:g.tation personal I\mperty.or utilai:''hould h;t;un,\ecL ACROSS THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STABILINKA TI40N,OR APPROVED EQUAL EMBED FILTER CLOTH L_J;X�exit,and need;to be prescned. These;ncludc dce,[11:11 M e\\CA-\\oaded. 1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL 13E 6EOFAB A MIN. OF b" IN GROUND. N.T.S. di;::t':-ptc,r.:.'uhj:ct to\\idthro\ or lho;e tI`,u ONTO PUBLIC RI6HT5-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WA5MED OR TRAGTED ONTO PUBLIC RI6HT5-OF-WAY MUST BE ENVIROFENCE OR APPROVED EQUIVALENT. Desictn Criteria hL!1IN \:ray dau,auccl root sy;tc,ns. : REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED AS B. WHEN WA5HIN6 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAIN5 INTO AN APPROVED NEE37BD AND MATERIAL REMOVED WHEN L Planning Considerations, G) The eetj\ of inn»,;nmg,rccs m.n 1l-in prn\:`I by SEDIMENT TRAPPING DEVICE. a seleeu\r thinning. ,\lin�rster;houlcl he 'BULGES'DEVELOP IN THE SILT FENCE. SECTION VIEW INSTALLATION REQUIREMENTS FOR HATER 5ERVIGES eon<tllted implemend»g Illi,pr,,,ti,,•. 4. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) I""°""� 1) Propc,ty houndarie;.Iopagraphy.\ega:uion:111,1 -'• NIc:tstn"es to Prosect Vc;_ct,,uo" U5. DEPARTMENT OF AGRICULTURE INSTPR ATION OF 58RVIGES--SUBDIVISIONS SPECIFICATIONS soil;intbrmation should he gathcrcd. I'l iiii'v STABILIZED U5. DEPARTMENT OF AGRICULTURE INSTALL PIPING 4 1/2'DEEP FROM THE HOUSE TO THE EXISTIN6 1. TYPE 'K'SOFT COPPER TUBING,MINIMUM SIZE I' INSIDE A. Limit,nil +laccmu,t o\cr c..i,t;n t::;:d, slu uh NATURAL RESOURCES CONSERVATION 5ERVIGE NATURAL RESOURCE CONSERVATION SERVICE SILT potentially high erosion area,.ore:,.\cith dr: I DIAMETER. rums to a tiro,nu,m ol�3 i»eh;s. roti'will lna:u) NSTRUCTION STUB VAULT(TIE IN AT A1ITHORITY'S COPPER TA1U \rindthro\\ potentia!,elc. :�\ege,ati\e c.>\rr ppc. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GONSERYATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE 2. CUSTOMERS VALVE: mal,sl,nuld be n,ad;4,11 ropyol a topogwph i tcvd,rc and,c,,,d'tru:uu:'could h:u'c.L NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE 501L 4 WATER GOI•�5ERVATION COMMITTEE INSTALLATION ATION OF SERVICES--EXI5TIN6 STREET d WATER MAIN A VALVE N115T BE INSTALLED WERE THE PIPE FIRST ENTERS map which sho\\;oth;r natural and manmade I. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE BUILDING." ICGtntVS. Vegetot,on that IN dCSlrahl;to pre'er\:. li. (t;c relainim!\\•nil;;rod terraces to pro1.:t Snot,„1' THE BUILDIN6 TO THE PROPERTY LINE.A MINIMUM I'SERVICE 3. PLASTIC PIPE 5PECIFIGATION5: bec:Wlsc of iu vahle i'or scr::»in;.,shall;.e:itt::,1 tr\e,and'I»ub,u1,en grad:'arc lo\crrect I o,\er,e! 2"X4" HOOP FRAME LINE 15 REQUIRED. A. PIPE MANUFACTURED AND DE-516NED FOR USE IN POTABLE erosion control,:netan;lcr:d specie,.❑:'thetics. grades;could,t,111 no i lo;:r than t',c dril,lr,,:al'Ihe 2. LEAVE A I'RISER ABOVE THE GROUND LEVEL AT THE WATER SYSTEMS CAN BE INSTALLED FROM THE BUILDING tree. For Warta\\-:ono ncd tr:a and,hi u!,,,the;ten, - STAKE etc.,should be id:miii:d and marked un the map. t �';\ PROPERTY LINE WITH THIS END CRIMPED. TO WITHIN 20' FROM THE PROPERTY LINE THE LAST 20'TO diamerr m inch:•.a con\cucd to 1';rt and dot.hlc\I, FINISHED GRADE � I J 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED THE PROPERTY LINE MUST BE 'K'SOFT COPPER TUBING. =1 Based neon this d,u.,.Deno:,!;tat;mc Should such tl,al a 10 in;h d;e should be p,otc;:;d to 2rl �•Y, xY. 3FABRIC AND SUBMITTED AT TIME OF INSPECTION.MEASUREMENTS B. PIPE SHOULD BE CLASSIFIED TO WITHSTAND WORKING ! Iect. >� he prepared about the prr,,nt condition.potent;❑ 4!, ARE TAKEN FROM TWD(2)NEAREST CORNERS OF THE PRESSURE OF 200 P.S.I.(WITH BURSTING PRESSURE RATED prol,l:n,areas,and oniqu:toilures f ilie j �YYY\ i COMPACT FILL BUILDING TO THE END OF YOUR PIPE AT THE PROPERTY LINE. AT LEAST TWICE THE WORKING PRESSURE) property. Q f SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT G. PIPING REQUIRING"NT5 IN WHICH A CHEMICAL SOLVENTw \\\ THE NEW SERVICE DEPARTMENT. 15 UTILIZED 15 NOT AGGEPTABLE.(BRASS COUPLINGS ARE \ _ z _� = C. Trenchlit across tree root sv;leln,should he th; G. Ohstn,rt;\c and broken branch" houid he pruned �- o m 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 REQUIRED) , z p > /' DROP INLET = -��-� v� FEET AWAY FROM ANY OBSTRUCTION SUCH A5 TREES, ':u»:n,ininuu»disdmcc Cron,,hc trtu,h.ns in-13*'. propct-k- The nra»:o coll:u on all hr•mrh;,Micl.,e1 / 4° WITH GATE _ /� D. TWENTY(20')FEET OF COPPER 15 REQUIRED FROM INSIDE 1 unnels under root se;tems Iia'undernnnmd utilitic; li\"ing nr dead;could not he damap:d. I h: "or 1 cut - I D w TELEPHONE POLES,GATGH BASINS,OR DRIVEWAYS AND THE BUILDING TO THE START OF THE PLA5TIG PIPE. ;h old;Inrt IN inch\;or deeper hclrnc the norm,,! method;could he used on all hranrhr,I;u:;el-Ihan N �' jI2' MIN. ,'MIN ELECTRICAL SERVICE FRAME I I -1� 'w SHOULD BE AT A LOCATION APPROXIMATELY OPP051TE THE GABLE IN CONDUIT: /�- 1-- POINT OF ENTRY INTO THE BUILDING. SF TION PROCFDURFS ground.surface. '1're;roots%x 111111 mull 1:':\rr:d too inch:,at the cut I u;t rw whoa:nn:"th,rd the x v SERVICE LINE INSPECTION „ ^� 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST 'Inlaid h:cut clean. 13a:ltill matcnal,h,;t I\Ill br m \\.,\through the tmd:n:dc ofthc lural iah ntt t,-I' T.O. CONDUIT S 200 AMP (2 CONDUIT MIN), N I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN contact\\ith the root,Should%,c top,oil or a prep:u-cd in:hes lion,the tier trunk). l hen Iuppl�wl:n:Wel\ an „ C[1 ( BURIED FABRIC _ ^ �- ENTERS THE BUILDING. INSPECTION WHEN YOUR WORK I5 COMPLETED.(ONE BUSINESS �> 320 AMP (�'2CONDUIT, MIN) �) ---- - I,ntinp xa;t,t,iattrc. Inch I'utlher out s nc,l:a "11 th d c:»ch n,el•tisk club PROPOSED GAS SERV. 400 AMP (4 CONDUIT MIN) 6. ALL OTHER UNDER6RGUND UTILITIES MUST MAINTAIN A 10 l ' " DAY ADVANCED NOTICE 15 REQl11REDJ li"ou,the u,ur side. �1'I,;n the hru,ch t'rcnlo\cd, r l FOOT CLEARANCE FROM WATER SERVICE. 11 q - z 2. SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. !). ('onstucl suudv tlnl':S,nr barri;r>.of\\ood.;!cel. the;;is uo splirleru,a o.tl:c main trc:n„nl. ELEV OF BOT. OF LINE WILL BE 3. IF REIN5PEGTION 15 NEGE55ARY,A$25.00 FEE MUST BE PAID or other prot:clive nwt:rial around\;&i;ible humor;the'1111" 11,1110!,rorch i,lar_•rr Ih:n >-n DETERMINED BY 51ZE OF SERVICE INSTALLATION PI SERVICES--EXISTING STREET OUSESTUBPRIOR TO THE REINSPECTION r::,_Iati,m liu protertinn from ronsu-u.t,on in;h,•s in diann•trr,u;e the li»tr cul,\<t:m (',ns ! COMMUNICATION I. INSTALL PIPE 4 I/2 FEET DEEP FROM THE HOUSE TO THE UTILITY PROVIDER SUPPLIES VVV 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL cyeipm;rat. I'Incc hastier,far rnou 1,;,\.ay i'mm an.!'remain;hr;.0»c and rue ?<ho„Id h:wens the (TV 8 TEL) �� �- GATHER EXCESS m X EXISTING STUB VAULT(TIE IN AT AUTHORITY'S COPPER TAIL) OUR IN5PEGTOR HAS APPROVED THE SERVICE LINE. Wrc;.hill not less than,h;,pr;iii:titian,in"It",,o und;r;ide nfthc hn,h.OW the oat,ld:(11 Ih:hMn:!, AT GORNEi�S 11 I 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE that tall;qugm,ent sucl u;backhoe,and dun,l, c Ila,. Cut 4 should be Iron:the top acd,n -`J � I � r�f �( X Z ENTERS THE BUILDING. BY THE CURB WILL BE PAINTED BLUE. IF SERVICE INSPECTION tr,I:ks do not rnndl:t u"::hrancbr,. ahpnn,;,W\\itll the 3rd cut. t'w±sha,:d he I 1 to UTILITY TRENCH DETAIL �� -1 FAILS,THE END OF THE SERVICE WILL BE PAINTED R®. t +the\\:Iy through th;limn- Th,;\\i'•I prc\:nt the {� 6. PLEASE DO NOT GALL OUR OFFICE UNTIL 4130 P.M. IF YOUR F. ('oustruclion cmil" b; Should identili:cl m and cic:n•ly hark frop::lu,•do\ur. ,the funk. Do ol pC ant the NOT TO 5GALE DX cj INSPECTION FAILS. »„ukcd In cecludc equipmcnl. C:11,aria:\. w < 1. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETGJ Q W d) SHALL BE BURIED IN THE WATER SERVICE TRENCH. I" :1\nitl spill'nfniUgas and od,nr cnnlaminants. 11, Pcnaltir<for dam,lttc to\,tht.thlc tr:c,.,luuh;.a,,l GONSTRUGTION SPECIFICATIONS herbaceous planh'hould h;clears\ yll'ed our u,the QL METER SETS contract. I.FILTER FABRIC 514ALL HAVE AN E05 OF 40-85,BiRLAP MAY E[��FOR SHORT TERM APPLICATIONS. Q AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW REINFORCED CONE. SLAB,b'X b"XIO"WWM NEXT STAKE. 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO TI-E o SERVICE DEPARTMENT TO HAVE THE METER SET. MUST HAVE 3.5TAKE MATERIALS WILL BE 5TANDARD 2'x 4' i'000 OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. THE HOUSE NUMBER BEFORE THE METER GAN BE SET. . I (USE GHIAIRS) 4.5PACE STAKES EVENLY AROUND INLET 3 FEET A'ART AND DRIVE A MINIMUM 16 INCHES DEEP.SPANS GREATER THAN 3 FEET m MAY BE BRIDGED WITH THE USE OF WIRE ME51-1 BEHIND THE FILTER FABRIC FOR SUPPORT. TAP LETTERS ° • j 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM 6ELOW 6ROUND AND BACKFILLED. IT SHALL BE 5EGURELY FASTENED TO THE F-+� x 'x° ;x °x o x x . `� STAKES AND FRAME. TAP LETTERS GAR1 C REQUESTED AFTER ALL FEES HAVE BEEN 6.A 2'x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. w w PAID,WATER 5ERVIGE HAS BEEN ESTABLISHED AND THE METER � • HAS BEEN SET. NOTICE: IF IN5TALLIN6 SEPARATE HOT WATER HEATERS, TYPICAL SLAB DETAIL MAXIMUM DRAINAGE AREA I ACRE I-_ SEPARATE EXPANSION TANK5 51.1OULD BE INSTALLED. FOR GENERATOR AND AG EQUIPMENT U5. DEPARTMENT OF AG-RI( FILTER FABRIC SWITCHING SERVICE TO HOMEOWNER--THE BUILDER CAN BRIN6 IN 56ALE: N.T.5. NATURAL RESOURCES GON5ERVATION SrRVIGE ENGINEER: A SIGNED APPLICATION CARD 5IGNED BY THE BUYER,BUT IT MUST NEW YORK STATE DEPARTMENT OF ENVIPONMENTAL CONSERVATION DROP INLET i. BE FILLED OUT COMPLETELY IWLU0IN65OCIAL5E6UR11Y NEW YORK STATE SOIL 8 WATER CONSE=RVATION COMMITTEE PROTECTION h,. ... NJNIBEIR,DRIVER LICENSE ID NUMBER,CURRENT MAILING ADDRESS, . . . AND CONTACT PHONE NUMBER.IT 15 REGOMNENDED THAT THE Y. BUILDER ESTABLISH THE ACCOUINT AND CALL FOR A CID DISCONNECTIONN OF S VICE,ALLOH%E BUYER ONE WEEK TO \ ' I� ESTABLISH SERVICE IN HI5AHER NAME. rl� l�., SO la E5 www.dignetnycli.com 0m � � LU� of Nh.`I'Yfk CllY al- �'z, ✓ \ www.call811.com tj,� &LGNG 151 k1Jt? (far other states) 71, C% STABILIZE ENTIRE PILE �'T���t L^t:-�-.-r•;-` '" WITH VE6ETATION OR COVER 2 800-212-4480 1 81 I �..._ SLOP=OR LESS JEFFREY T. EsUTI_ER, PIE. By live excavators and contractors working in For safety reasons,homeowners are strongly W the five i,;,roughs of New York City and Nassau encouraged to call as well when planning any 0 w ILI Y w ane ;uffolk Counties on Long Island must type of digging on their property. contad tligNet,1-800-272-4480 or 811,at least Homeowners can contact us diirectly at J t A 48 ho.!rs but no more than 10 working days 1-800-272-4480 or by calling 811,the = v I w .t. 41 v ,I, 41 (excla 1 og weekends and legal holidays)prior national call before you dig number.For to heg!nning any mechanized digging or excavation work completed on(personal ILI q, W v, IV 't' excav:,r,on work to ensure underground lines property,it is the contractor's .t, a, I ,,, a I are,narked.Excavators and contractors can responsibility--NOT the homeowner's--to V also;,bmit locate requests online,through contact DigNet.Having utility lines marked Z ITIC.If you do not currently use ITIC,please prior to digging is free of charge. z o �/ call 1-300-524-7603 for more information. - Z < N O SILT FENCE X 1 NOTES, I. AREA GH05BN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. C`I 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. Q 3. UPON COMPLETION OF 501L STOCKPILING,EACH PILE SHALL BE 5URROU IXD WITH - W m L SILT FENCIN6,THEN STABILIZED WITH VEGETATION OR COVERED. O Q TO BE U5ED WHERE TOP501L 15 NECESSARY FOR RE6RADIN6 AND VEGETATING 015MAREAS. � Z W a TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER,MULCH,NON-VEGETATIVE F--°I P C) COVER,AND PERIPHERAL.SEDIMENT TRAPPN6 BARRIERS. TI4E STABILIZATION MEA51RE(5)SELECTED 51-IOIED BE APPROPRIATE FOR THE TIME OF YEAR,SITE CONDITIONS,AND REQUIRED PERIOD OF USE. 0-LU # O W ~ z Ir- SOIL - SO I L 5TOGKP I LE N NOT TO SCALE (N N O m LL LE 1 LL o o z O < o � Q � �....._.._._._..._.�-..^_ PAGE: ' SEP 3 209L Southall; T-wn Board of Tmstees II I - of 4 t Town Hall John M.Bredemeyer III,Pre!°t.,,.. g+�FFO +Y 53095 Route 25 Michael J Domino,Vice-President �b�� ��� P.O. Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee Go Telephone (631) 765-1892 Charles) Sanders,Trustee d Fax (631) 765-1366 C W h BOARD OF TOWN TRUSTEES E1� SEP 3 2021 6r1� TOWN OF SOUTHOLD 1# i Southold Town Board of Trustees LETTER OF REQUEST FOR AN AMENDMENT DATE August 31,2021 1420 Truman Path LLC OWNER c/o Elizabeth O'Reilly PHONE 917-597-0580 PO Box 544 ADDRESS East Manon,NY 11939 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road,Southampton,NY 11968 PROPERTY LOCATION!`✓ 1420 Tr'umans Path, East Marion TAX MAP NO. 1000-31-12-12 Administrative I/We En-Consultants for 1420 Truman Path LLC request an Amendment to Permit# 9931 to situate'the proposed dwelling approximately 18 feet north of its currently approved location(to more equally align the location of the proposed dwelling with that of the existing dwelling to be removed);and remove one(1) oak tree located within 100 feet of wetlands,as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C., last dated August 13,2021. 1 Signed By: Robert E.Herrin Coastal Management Specialist Board of Trustees application AITI HOMAI'ION (Where the applicant is not the owner) I/We, Elizabeth O'Reilly Member, 142Q Zrumans Path LLC owners of the property identified as SCTM# 1000- 31-12-12 in the town of Southold New York, hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. l �� N/A y Owner's Signature Property Owner's Signature Prope Elizabeth O'Reilly,Member,1420 Trumans Path LLC SWORN TO BEFORE ME THIS ! DAY OF IJ&- a� , 20 ` OPM N0,Tp UB EI PATEL DINKINGS O�NWTYYc�K otar Public '"' REG.#X01PA6155654 }/ MY COMMISSION EXP,11/13/20 Board of. Trustees Application AFFIDAVIT Elizabeth'O'Reilly, Member, 1420 Trumans Path LLC�'BEING DULLY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL S'T'ATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS .MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE .BOARD OF TRUSTEES HARMLESS AND FLEE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL,, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. N/A Signature of Property Owner Signature of Property Owner ' Elizabeth O'Reilly, Member, 1420 Trumans Path LLC SWORN TO BEFORE ME THIS DAY OF ��d�ca�� , 20 2-:a F d 5 $ NEIL PATEL UAL112 IC STATE OF QUAREG-""%"W CGLINTj CRK '1l01PA615565¢ Notary Public MY,COMMISSION EXP,11/13/20. r - 1''iS 5C.9JICA T/taGENTIREPRESE 1 A A 1 V E TRANSAC'TIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to Qrovide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Elizabeth O'Reilly,Member YOUR NAME: 1420 Trumans'Path LLC (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance � Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your comliany,spouse,sibling,parent,or child)have a relationship with any officer or employee _ of the Town of Southold? "Relationship'includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO V If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation), C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this /qday oflv0✓2P 1fifL20.2 Signature ' Print Name Eliz beth O'Reilly,Member Form TS 1 0 Trumans Path LLC ME Ti I'; DAY Or�!vv"L7 j NEIL pibTEL YCRK B'r' �/'� �' °� �`� NOT Q�A�IFBLI IN KINGS F Nn REG j11113120, My COMMISSION EXP,1t113120, , i p11 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOUR NAME- Herrmann- Robert F. ert (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name) NAME OF APPLICATION (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent(representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply)_ A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant,or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thisJay OfSeptemher2021 Signature Print NameEo Herrmann Form TS I MM=WE " EN-CONSULTANTS ADMINISTRATIVE AMENDMENT REQUEST I August 31, 2021 Town of Southold 2 � nn E2 Board of Trustees {1 r E V Post Office Box 1179 Southold, New York 11971 SEP Re: Permit#9931 1420 Trumans Path LLC = 1420 Trumans Path, East Marion .s SCTM#1000-31-12-12 Dear Board of Trustees: . Please accept this letter as a request to administratively amend the above referenced permit as described on the enclosed Letter of Request for Amendment. Enclosed for review are an application for Letter of Request for Amendment, four(4) copies of the site plan prepared by Jeffrey T. Butler,P.E.,P.C., last dated August 13, 2021, and a check for the amendment fee of$50. Sincee y, _ ' t Roe Herrmann Coastal Management Specialist /khs Enc. v� 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 wwwenconsultants.com environmental consulting Glenn Goldsmith, President �QF soar Town Hall Annex A. Nicholas Krupski,Vice President Oy�lO 54375 Route 25 P.O. Box 11 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino G � Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD,O"F TRUSTEES 7.2 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW ` INSPECTION"SCHEDULE Pre=construction";'hay-bale line/silt-boom/silt'curtain. 1St day of construction- % constructed When'project complete, call-for oompliance'-inspection; ��80°:�,r - op,°f 0,'f00i0's a:Q,'i1f s,�90�e:. .�;�,•,','9i4400s- `�i'O�OoO'OOO�j�. ':•�aoPBss i,•8i�4°°�'f`°f°':':. ''n,aQ114 ►pop°° `ongAll4 Pl►pp°n. ,ggill /04pp9•.. _ ., ,-,,gllll 0►Op°". _ ,+81114 ►0Pp •��9 '`� -e 8141 61P° Q414 10►p°0a• -, °..' .i� �P> ;:y 1�• '*�per C ®pr ., �,�/°��:,..--^; a,R ��p6°a"� �'�' -+p! da _ .m:1i - -�' e_ '� ice\ o_- -� l�. o- u't�� •%�`}4. �`-i ��v� ��1t�•. L 4= e� i!~fit ur\ „°rr uw l a,rru n,�....n•.. err.,r •�oweur�..rrrrrvrrr,n,urr.ur•nynurnrrnruwmu„rw.nr r nryrnrrrrrlrnurr.• rn.fyr 0 1�^u ��S:nu. t b nq'4'y�.��Mv�-r.,.rrr•u �!'!;'S:Earr;�r.rcr�r�r C.n'1<'%'lylnrnryrr�yt:rirrrrc�.'r�n��y��n�n�rrrvi.'::lSrrr`, ,•,�rnrq•�f ��• 1• nAA11�4 n c ►°►►$°° BOARD OF SOUTHOLD TOWN TRUSTEES p SOUTHOLD,NEW YORK all �F ` `eea46 a t5 ely4 _ -; PERMIT NO. 9931 DATE: JUNE 16,2021 1E E l '`11Ip° ISSUED TO: 1420 TRUMANS PATH,LLC ;a` s `t PROPERTY ADDRESS: 1420 TRUMANS PATH,EAST MARION •�v SCTM# 1000-31-12-12 001 AUTHORIZATION ; 's z. :oy,l'e r Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ►°ie`p: �x accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 16, 2021, and in consideration of application fee in the sum of$250.00 paid by 1420 Trumans Path, LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits • ,° the following: = >m:• Wetland Permit to demolish existing one-story,768 sf,single-family dwelling,and construct ° farther from wetlands a new two-story,648 sf,single-family dwelling with 12 sf front porch and j steps,302 sf attached deck,and basement entry; remove existing nonconforming septic system, 19 ,.= and install new UA OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage a>` '= system of drywells to collect and recharge roof runoff; and establish and perpetually maintain a "''.”.'g4°4•e 50'wide non-disturbance buffer adjacent to the freshwater wetland boundary; and as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,received on June 16,2021 and ' oaile stamped approved on June 16,2021. t r IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these r 1. ' presents to be subscribed by a majority of the said Board as of the 16th day of June,2021. `- ~;88x46 y; ,„, „� ee°►:!: =- t sl vm�•A � �`��' CSG (/( � - - aa f-. � s"•, °• : ,v ep1114 I ,- 44 ti _F F :�ii..........Zr;nSr;rrlrri 7rn07r�rr nr,vrir rYrytdi,v n 1� c j/�� ,eifnn%eiu lri5iii'r5yvi7i,.r rii(inr ieriiulrr,r rirYurri,ru,�rir�rrrslrrrrr�•irirrieruiln'r'rri niiT,u,iirrrCfrirr•urini7uYiri �.irtaif"rP,iirrae•ireln,i `+rrtir•,�.i _ 0 �Jlri ,o rmrl\ l'rrr. a�' e 1„ auJ� (\.,\ \�J J'r," � n'M:s ec4r�_Jirrr <%/��'�v '�1,.,J.iR m:• e�r ''l:• �� esu Z o^''��� •.�a�m 'ui„ a ^� I ,,,,rr,ras .� err,rr_ra+ �- e"a�'., as `` Oa,• a ..:e 4 -�1��T'mmc!, __ eQl:.°r• _ __ .•;�e444 lle;::• _ - '-:es4464Y 9eRpee's-���_,- -�- .�:ee�444n elle:.. __`.:;iOO.l..e°101p+:,%'•'tn,_.,-,-,�m...�, -__°:ie4:4::!°1°i'e`•_- =- '-�40/0�:.:!°0°q'•., --�••'°�°:S°0�°1°:•°-•', "- -_ :°a,i.,:•' _: -, -•-4:::!::.'..�. - �--_ •0•:.°.::P.�.'__ TERMS AND CONDITIONS The Permittee, 1420 Trumans Path,LLC, residing at 1420 Trumans Path,East Marion,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President �`QF SO�/�y Town Hall Annex �`� A.Nicholas Krupski,Vice President �O l54375 Route 25Q P.O. Box 1179 John M. Bredemeyer III l�[ Southold, New York 11971 Michael J.Domino CA �e G Q Telephone(631) 765-1892 Greg Williams rO �� Fax(631) 765-6641 l01 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 22, 2021 Robert E. Herrmann En-Consultants 1319 North Sea-Road - 'Southampton;,NY 1.1968 , RE: UMT,RUMANS'PATH;'LLC'- .• 1420 TRUMANS PATH,-;EA'ST�MARION - SC`I M# 1000=31-12-12 Dear Mr.-"Herrmann: The�Board of Town,Trustees,_took`thenfollowing actigh during%ts regular-meeting-held on - = Mdn`esday,,June 16, 2021 r'egarding'-thi""'bove matte: - WHEREAS, En-Consultants on fjehalf of 1420 TRUMANS PATH, LLC_6pplie1-to the Southold, Town Trustees for a permit under the provisions of Chapter 275 of the-Southold Town Code, thee, Wetland Ordinance of the Town of Southold, application dated April 30,`2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 16, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of 1420 TRUMANS PATH, LLC to demolish existing one-story, 768 sf, single-family dwelling, and construct farther from wetlands a new two-story, 648 sf, single-family dwelling with 12 sf front porch and steps, 302 sf attached deck, and basement entry; remove existing nonconforming septic system, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system_of drywells to collect and recharge roof runoff-, and establish and perpetually maintain a 50'wide non-disturbance buffer adjacent to the freshwater wetland boundary; and as depicted on the site plan prepared by Jeffrey T. Butler,'P.E., P'.C., received on June 16, 2021 and stamped approved on June 16, 2021. Permit to_cpnstruct and complete project will expire',two'years;from-,the date�the,permit , signed: Fees=mu`st`be paid,.if applicable, and permit issued within"six-months_of the date�of-this.,, n'otificati,ori.. ; Inspections-are required at a fee'6f,$56"00 per inspection: (See attached schedule:) _ v - s; _ e �trul' our rY Fy Yea =,c ,1 .fi• - „ .. ' r _. . ,z., '_Q nn: olds President, Boa rd"ofTYustees _ GG/dd �r NOTEPROVIDE 25C,UG� YDS OF RATEABLE SOIL (SW OR 517 '"' '"•'`"`�'�'"�'' PROPERTY LINE VACANT 60' �I �3 3 L725o54r2OrrE • o y� PER ASTM 5TANDARDS) FOR THE PURPOSE OF y, PRINCIPLE YD SETBACK — — — • — v \y 15.00' REPLAGIN5 UNSUITABLE SOILS WITHIN THE PROPOSED PROP SANITARY PIPE —� � 3�y� STORM DRAINAGE LEACHING POOL COLLAR. " a� 51TE 15 FILL NEUTRAL. PROPO5EILL/GRADING OVER r, PROPOSED D F _______ THE SANITARY SYSTEM WILL UTILIZE EXCAVATED ' <_ DEMOuSHH2 mzrT(TBW ----- WATER 5ERVIGE CONNECTION: TAP EXISTING WATER MAIN IN STREET. .; ` MATERIAL DISPLACED DUE TO IN5TALLATION OF �-•, , , PROP.STORM DRAINAGE PIPE —511 —sa —sa — LAND N/F OF `� EX.UTIL PROVIDE WATER LINE TO PROPOSED SANITARY AND STORM WATER COMPONENTS. ,,, ,w w �GT A`O ,�j �� POLE WATER METER • SEE 56DF15 SET,DWG I OF I FOR GALGULATION5, PROP U/6 WATER SERVICE DWELLIN y,k PUBLIC WATER C7�o0s 90• PROPOSED DE516N AND REQUIREMENTS FOR . . hr:Nan.n u 1=xIsnNG WAS MAIN w pROp05Ep }�+ fi� .': r " PROPOSED WATER LINE 5ERVIGE: REPLACEMENT OF NON-RATEABLE SOILS. EROSION GNTRL MEASURE: RUN PROPOSED WATER LINE TO MAIN IN SITE 43 STREET,CONNECT TO PROPOSED METER EXISTING OVERHEAD UnLITY LINE: —„ „ —„ — : — PROP05ED PROVIDE STABILIZED ::; °:: _.' LOCATION POWER AND COMMUNICATIONQ4 IN EXISTING VAULT AS SHOWN. CONNECTION GONSTRUGTION ENTRANCE, MEET SGDHS AND SGWA TO REMAIN EL 1'75' OA'a GRADE PROP.U/6 ELEGIIRIGALK•OMhUNIGATION TAP POLE FOR UNDER GROUND NES ININC.OMFION TRENCH INSTALL PER DETAIL,DWG 5174 �� ''' / i+ :....;.... . ' SERVICE LINES: us--ue us us AND WI-MNICATION 5ERM(SE5,RUN �O REQ PjiN +�* ::`;::;,•••-:'-_' �g S 8605610011E p fr + ' EXISTING WATER METER VAULT: 1 Pale Brown 511ty Sand(5M) '� FROP05ED SANITARY SYSTEM: PER PROVIDERS REQUIREMENTS RNEP i �+ * ���nt^)�:z:;`:•,. � - a HYDRO AGT101{ ^7�7 �� INSTALL WATER 5ERVIGE METER PER �. 148 3A O GOV62 TO GRADE AA oWTG b�c1?T 24• / / r �� % rr �*�* ate` ��`' /� SCWA REQUIREMENTS Brown clayey said(56) � DOVER BLW 6RADE ..'/ / *� ' — rr rr i i `tet EL. 115 6.0 `i PROPOSED i '•�:ti� �•`� :�•' / �� V't a * . + EX ABANDONED UNDERGROUND POWER/COMM. LINES oEx 'r +�+� Y "' % ` Pale Brows Fine Sand LOCATION MAP: LEACHING EXPANSION � �� '• �;::;•';,.•..:::.:. � p�O O PRIVATE WELL - -. EXISTING SPOTEL.EV: x6.0 INSTALL IN COMMON UTILITY TRENCH FND PIPE POL �*g\\,t 'pt ,'� •: ' 005 00� (517) POOL / �, POOL F ,1 (SEE TRENCH DETAIL,DW6 5174) ,max-x x rte?+�':��:; :: N NOT TO SCALE Np I LP 1 EXP - EXISTIN6 CONTOUR H .;•_::::; 114 � _ TO BE REWORKED: QgC?' . ...;F�\� `-^ 4 �. y', : 5. tlQi?; � EL.1.0' - 165' ' LAND /F OF 1- N ,d PROPOSED SITE PLAN ,.`. 6......•.• �pR STEPHANIE t WILLIAM �7 Water In TEST HOLE EXISTING CONTCUR: FNP o �*FND POSTo '`''fi r ��� � 60R6A I� Pale Brown Fine Sand SITUATE AT- POST FLOOR ELEV = — LAND OF P05T * DWELLING DATUM: NAVD88 F.FLEL. N/F i*��/ GONSTR. MAT. xl9p TK PUBLIC WATER ($P) 1420 TRUMANS PATH ZONING: R-40 ARIIZUMI t BERRY EAST MARION NY EiARA6E FLOOR ELEV GFL� = PROP.CONTOUR DWE LING *�+ * SrORAGE \ �,~Y EL 05' r7D' TOWN OF 50UTHOLD MEDIUM DENSITY RESIDENCE PUBLIC WATER / / J�� SUFFOLK COUNTY,NEW YORK USE: SEASONAL RESIDENCE 8 �+ :"""""• \ TEST HOLE 5GTM NO.: 1000-31-12-12 EXISTTN6UTILIIY POLE 71, *i* 1 _f IN PLACE OF EX.DIRT DRIVEWAY PROP.SPOT ELEV.- x8.0 i $ PERFORMED ON: 12-10-2018,GAM O 1 � /s, $ PROPOSED STORM DRAINAGE LEACHING 5Y5. PERFORMED BY: MCDONALD 6EOSGIENCE APPLICANT/OWNER: PROPOSED STORM DRAINAGE STRUGIURES: �� �^� �+ 6RA�XEI;:::' s 0 +�+ �\\, � V... o \ 8 0x5 LD.L.P. \k 6RcuNDWATM ENCOUNTERED a EL.ID' 1420 TRUMAN5 PATH LLC STORMWATHR LEiQGHIN6 POOL SD CO Qc *� <` 3 HIGHEST EXPECTED GROl1NDWATER o)3. 134 :: c`� (VOLUME FOR ROOF RUNOFF O L Y) (5EE DWG.FOR COVER REQ'MT5) k ) o + \ ::::::: : 0 �� :;r ,: �`a� LAND N/F OF SITE DATA: _ 6� � PROP05ED I" WATER LINE JOHN d TERRY GORGA TOTAL LOT AREA: 22 it SQ O OPEN COVER TO 6RADE + + + 1 TEST \ DWELLING PROP05ED ,5 FT. (05168 AG) TO TIE LINES O SOLID COVER TO 6RADE �� * + + + HOLE ?o��iv INSTALL PER 5CWA REQUIREMENTS PUBLIC WATER WETLAND AREA: 42bb 50.FT. (0.100-1 AG) \ ' ' + + t + + \ x175 I �' SEE DETAIL ON DWG SP4 AREA OF DISTURBANCE: +\ l BUILDABLE LAND: 18,225 SQ.FT. (0.4282 AG) SOLID DOVER BELOW 6RAC�E t�t + + + + + \ \qb \+++ I4 t+t+++++++ s\* \ EXPO/ *� ±12,336 sq.Ft (0.2632 ors) IAT AREA-FRESHWATER BOUNDARY TO WESTERLY PROPERTY LINE) + ++ '1 ++++++++++++++ 1.5X (BUILDABLE LAND = SEPARATION DISTANCE REQUIREMENTS \ 1 +� +12+;+ + + \* FOR STORMWATER LEAGHId6 57RUGTURES FRESHWATER *�++ +IQ+++ ++ + +++ ++++++��\* / Es �, ; DP ,,lbbb �� �0 LOT COVERA6E: AREA: AND PIPING (RESIDENTIAL:• WETLAND BOUNDARY \ + aAo)c LOG.OF+ + + x 1 qq1 ( �\ J` SSUGTURE5 TO BE REMOVED: DELINEATED BY t + + + f „ + t + + + ,� (2) IS 0*oAJC \ / EX. LOT COVERAGE: 1168 SQ.FT. (±4.295) HORIZONTAL SEPARATION DISTAfJ�� EN-CONSULTANTS I + + + + + t � �- I + + + + + / ETU \ FOR STORM DRAINAGE LEACH TINS POOLS, ON.SNE 261200 + + + + + + t + + + +++t+ +t + \* gyp° \ OP. 5TT` d` BA2x * 6` �� PROPERTY LINE =5'MINIMUM ' + + ' 'v 434 •O BUILDIN55 WITH CELLAR= 10'MINIMUM ++++++++ +"' * * * + PROP. p• FR D G O \ O. PROPOSED STRUCTURES: BUILDIN65 ON SLAB = 5'MINIMUM + + �o +++++++++ + + ++\ \' \2 t}' W/BA-4ae NT / PT LP ' * WATER SERVICE LINE/LATEi?AL5/MAIN5 = lo' ++++++ + + + + + + +++++ ++++ DFL.a 22�, FFI� =23A 81 A - �+ ` ` ,,p �" �' x19.9 PROPOSED PROP. DWELLING ±648 SQ.FT. (±3. 555) O MINIMUM \ + + `" \+ + + + \ 2�� �` ER05ION CONTROL MEASURE: PROP. WOOD DECK ±302 SOFT. Nbrb%) Q„( UNDERGROUND UTILITIES= 5MINIMUM J� + + + + n- + +14+ + + + + + + 16 i f .�� PROVIDE SILT=ENGE BARRIER PROP. FRONT PORCH ±12 50.FT. (±0.0695) SANITARY SEPTIC TANK= 20 MINIMUM + t � INSTALL PER DETAIL,OW6 SP4'I W N SANITARY LEACHING POOL =20'MINIMUM r+ 12 PROPOSED SO + �, �/ PROPOSED LOT COVERAGE: ±962 SQ.FT. (x.2895)PUMP STATION= 20'MINIMUM �' ++ t + * t NTN-D15TURBANCE BUFFER r'o +�* MANHOLE = 20'MINIMUM ��� + + +t AREA TO REMAIN ++ + PROPOSED I/A ON-SITE SANITARY TREATMENT SYS. V PRIVATE WELLS= 50'MINIMUM '�_ \ +++{, NATURAL AND UNDISTURBED *t�+ FOR ADDITIONAL INFO SEE DW6 5P2, RETAINING WALLS = 10'MINIMUM /� \\ 4+ + t + _z' + t + + ++14 t /6 1 * +� FOR SANITARY DETAILS SEE DWG 5173 �� o FUEL STORAGE TANK5(BELOW 6ROUND) =20' ++ ++++++++1�+ ++++, + +++ '\+ X13 �, \�4 � �+ � PROPOSED PORCH AND STEPS MIN \� +++++t + + + + + Y�O + + + + Q *�* W/RAIL TO CODE VACANT b0' HORIZONTAL SEPARATION DISTA,140155 FOR \\ * 1 + 10 +++ + +++++ ++ ++++ �� ( � � � 3'x4',AREA: 12 SOFT. �3 5� � r x Z U_ STORM DRAINA6E NON-LEAGHN5 STiRUGTURE5: �J 'j O * + + + + + + + " _`rid{� r WATER SERVICE LINE5/LATERAL5/MAIN5 = 5'MIN `� �' "� �-I- \* + t \\ t \,( i PROPOSE17 BILGO DOOR ��� S25 54 20 E O UNDERGROUND VTILITIE5= 5'MINIMUM 0 \ \ 16 \� + + + + + + \* ",� �N���\N 15.00r r rr O + t ,� + + 5 + + + + + i (BASEMENT ENTRY) 2 + + +CTI t t �t + + + + t + t VERTICAL SEPARATION D15TANCE5 FOR STORM 'Z \ y +'. ++ t +t + ++++++t+ + \�+ �P4���N LAND N/F OF COLOMBO PROPOSED EXISTING WA1�R LINE `�O ` O = DRAINAGE uNES: \ Qy + + + + t t + y�� LIVABLE FLOOR AREA ` oO5 (( �� \ E.Y. W CoN WATER SERVICE LINES = IS"MINIMUM `Y O + � + + + + W EI DWELLING 1,248 SOFT. TO ESE ABANDONED V� �v• i rr UTIL Q- SANITARY WASTE LINES= lb'MINIMUM Y a \\A +\ + ++ + +++++++++++ PUBLIC, WATER ,P + (PER TD. DEFINITION) +i* POLE o \ PROPOSED REMOVAL \ O + i++++ ++ +++ �- 50' WETLAND OFFSET LINE LAND N/F OF • REMOVE EX WD RAIL FENCE +/+�* r- rl t4 w o ZONE X `; ++++++++ ++ i •• APPROx: X87'L6 *� S. — PROPOSED LIMIT OF CLEARING, i x19.9 • - \ \ t + { 6RAOIN6 AND 6ROUND DISTURBANCE. DHELREINHLIN6 * +- �` � + 1 OP\� PUBLIC LWA ER STORM DRAINAGE CALL. - FN �T `0 (PROVIDED FOR PROPOSED \ \ + RSM �+ �* A F-�••1 .. ROOF,DECK,ENTRY STOOP AND STEP RUNOFF ONLY) �� PROPOSED SITE PLAN 041E w%� ;� �o���P'N �+ `�� w ZONE AE \� I Ex � ,,a P-c �0 EXISTING VOLUME=AREA x RAINFALL x COEFFICIENT o r r +�+ �p paw/• PRIVATE WELL \y w (- BLDG,DECK,ENTRY STOOP ArID STT AREA= Ipl2 SQ.FT. (EL 7) \ Ex. s 8 6� 00E *i 0\� 0 rte • �G� TO BE ABANDONED JJ RAINFALL = 2" =0.167' W EX15TING I STORY FRAME DWELLING UTIL 2q•77r * `� /� ��G�`0 COEFFICIENT OF ROOF DECK ENTRY STOOP AND STEP = 1.0 W TO BE DEMOLISHED AND REMOVED POLE +� VSA %A o 0 V` ALL MATERIAL/DEBRIS TO BE HAULED TO 20 10 0 20 40 bo PO F �+� $ Y / � 0 FO PIP +� \. � ' ,����� �� � � ENGINEER: BUILDING ROOF RUNOFR AN APPROVED UPLAND 51TE 1" = 20'-0" x-"`—" —x x--�' W� �QcO GRAPHIC SCALE g6 � +� tip' 005 DO LAND N/F OF F NEW 1,012 S.F.x 0.167 x IA = 169 C.U.FT. � 0 xw.o ✓ 0• � O w 005 P' 1O STEPHANIE s WILLIF.Nt �� YD STORAGE VOLUME REQUIRED = 164 GUPT. ((� 00� \ U56 I -8'0 x 5'DEEP LEAGHIW-;POOL(ROOF RUNOFF) V x188 'n 15 O� �Q� 5TORAOE VOLUME PROVIDED = 211 CUFT. ND v1 t� g�C3� ,.r+ DWELLING o FNDo +`'# PUBLIC VdATER ����®��� �� E ' �� �TI_CONTAINMENT VOLUME REQUIRED: 164 GU.FT. NGPP°ST oPo5T N $6'S6'Q0 W 55.74 * xN9�rK EX.DRIVE SURFACE MATERIAL(DIRT) �� WTL CONTAINMENT VOLUME PROVIDED: 211 CU.FT. OFA � \ LAND N/F OF tiR ( * SHALL REMAIN WITHIN ACCESS R.OW v' LU SEE STORM WATER LEACHING POOL DETAIL,THIS OW6 ARIIZUMI a BERRY COQ' S\\'pyV o LOG. OF EX. SEPTIC, 5Y5 \ -' BOARD OF I RUSTE ES 2 Z tP�'g0 TO BE ABANDONED PER t EXISTING DIRT DRIVE C� PUBLIC WATER \QFL\ N\ 1 5601-115 REQ'MNTS, SEE \ WITHIN THE SUBJECT PROPERTY'FLA6.SHALL \x TOWN OF SOUTHOL ``oA 73 g3 Ib ,E10XED NOTE,THIS DWG 1 / \ BE REMOVED AND REPLACE WITH PERVIOUS Rp ES J1 P� f, / 0N. T� • I� p� ��App Pp`\ GRAVEL MATERIAL IN KIND(AREA: fi354 SOFT) JEFFREY T. BUTLER,P.E. 24'0 CAST IRON COVER FLOGKHART oO, ,�� p� l �'� \ EXISTING WATER LINE DATE f� �(P( ZOZ FOUNDRY COMPANY PATTERN NO.61128 \ 6� IDE � *� � ,�O/ TO BE ABANDONED LAND N/F OF OR EQUAL(ADJUST TO FINISH 6RADE) 6$ + \ `'� x175 j� y ' \ JOHN � TERRY GORGA Q 1$1 + + + r9, � 3 �-`�i \ DWELLING FINAL GRADE FRESHWATER \ 1 + + + + \+ l PUBLIC WATER WETLAND BOUNDARY ` + +*+*+*t *++ + �( �/ \ \ O z I 24 , DELINEATED BY A� + + 4-++ + + �- r_v EN-CON5ULTANTS \ ` t I+'++++4 +++ ++++++ �� :.. , •2 \ S.I� l\ 176 l z O X ON,AJNE 26,2018 t + 1' + + + + + + .n A..,•.• 6"PIPE DIA.MIN.C � I2 + + + + + + + 1%MIN.(A5 REQUIRED) I \ +�++8+IQ+++:b+ Ad'PROX LOG.OF + + �`\ b � +�' / *\�c� O � W Z � ((� }- PIPE: 1 1 \ 4t 6+ + tit++(�)+��'+�bise+++++ + + \\, n / \ ` *\\,\ / 0 O O m H16H DENSITY POLYETHYLENE(HDPE) 1. I+ *+*+* t +TREE5f f0+RB14AIH + *\ PROP. REMOVAL " Q ��" H-20 8' THK TRAFFIC + + + + + + t + /qj ;I. • REMOVE EX.WIRE/ \ O� ROOF LDR CONN=6"0 MIN \ , BEARING SLAB 1 I + + +++ ++'+ ++++t+++++++t++ + + + EXISTINIE7 ` `� 5TOGKADE FENCE *\ 4�' J CV m W ,++++++++++++ + C I STY FTZ TINS N6 •• APPROX: t36'LIS + •O l� C� 1� } \ + +++++ + + + + + + + + + � TO 13E REMOVED EXISTING 4 4 WRAP WITH boz.(MIN) 0' CONTOUR TO BE I . + + + + + + + + + + + � x16.4 1 + + + 5 \� #1420 3, �•,� Q Ul m NONWOVEN GEOTEXTILE �j + + +++ + + TS�"1%+ ++ ++ F.FLB... 186 RE9�i0RKED -' (FILTER FABRIC) J� �\ t++ ++++ +.++�Bw ++ ++ ++++ ++++ \, I6 \ SEE PRT H15 DV IGD PLAN, x I { JUN 6 2021 a ��- W I (�/ + + + + + + + +14+ + + 3'MIN 3'MIN ALL WALL SECTIONS! �0 \ + - +++ + PROPOSED 50' �° / IS f�*� w Z z O I TOPS SHALL BE SET INA 57, ++t ++��, � ,� Southold Town H < l!-1 NON-GISIURBANGE BUFFER 16 - O 0 BED OF MORTAR + + + + + �' +� Ro�rd of Trustees {� + + + AREA TO REMAIN + >\ g\\.�i' j� < - I 8'DIAMETER Q + +++ NATURAL AND UNDI511JFZB87 14+ `+ +i* ^ -- �_ I- SELECT 6RANULAdR SOIL + 1 1 EXCAVATION AND BACKFILL NTH ACCEPTABLE BACKFILL FOR PERIPHERY \ i+ 1 ` + + + + + + + + + + + + + + + + + + + + + + cv + + SITE PLAN BASED ON ORIGINAL SURVEY BY: Z � CNI AND BOTTOM LEACHING � + + + + + � + + + EiROIXND WATER LEAC %MATERIAL(SEE NOTE#5) (SEE NOTE#5) � � � c� + t t � + + 4+ + + s�D + + + \\ + �*' KENNETH WOYGHUK LAND Sl1RVEYIN6,PLLG � � < � � O m + + + •+ + + + + + + + + `�� * +% 410 + + + + + + \+ I *may/ PD.BOX 153 O ,N� LL •� \� o t I t++ t+ ++ +++ t +t ++� *� PROPOSED DEMOLITION AQUEBO6UE,N.Y. 1101 — LL O + t + I + + + +•+ N + \ EX.DWELLING 4 WOOD PHONE: (631)435-1462 O � STORMWATER LEACHING POOL `�' \�� ��` �t �t��t + + t�� + + t t `\ � { N � � � N 4 + + + + + + + + + + + +�* PCO STEPS TO BE SURVEY DATED: OCTOBER 20,200 TYPICAL DETAIL Z \ + + * * * t + I2` +,*G�P10�Fti DEMOLISHED AND ELEVATIONS REFER TO NAVD88 r'`� O J L + + + t tt + + t + + t ^ ++ ++++ +++ +++++ +*+* W\��IS(� COLOMBO DWOLLIN6 REMOVED F-`•i O O W •• TL AREA. 1174 SQ.Fr. NOT TO SCALE O \ �� + + + + + + + + + + �_ Z +� + + + + 1 + + + + IGT PUBLIC WATER www.dignetnycli.com o �`p + + + + + + + + Net pG ddor {-- p \� \t+ppm++ ++++4 a ++ 50' WETLAND OFFSET LINE I''�Fr`{r✓FK�I�� www.ca111811.com � O �l DRAINAGE 5TRUGTURE NOTE5: \* � + + + &,VPJG 15,8rl (for other states) Q I. LEAGHIN6 POOLS SHALL BE PRECAST GONG GEMENT STRUCTURES A5 MANUFACTURER BY SUFFOLK PRECAST INC.OR (� \ + + PROPOSED LIMIT OF t�EARIN6, O EQUIVALENT. SHOP DRAWIW6 SHALL BE SUBMITTED TO THE TOWN EN61NEER FOR APPROVAL W \off• ZONE X �,�` �. �+ F� GRADING AND GROUND DISTURBANCE. yq 800-272-4480 811 2. ALL LONG C5`lENT USED IN THE MAdUFAGTURIN6 OF PRECAST STRUGT.SHALL DEVELOP A MIN COMPRESSIVE - �� \ 1+ + F�0 5TRBN6TH OF 4000 P.5.I.1N 2b DAYS. PAGE: 3. ALL DRAINAGEPL STRIJCT's SHALL BE ACED IN ACCEPTABLE LEACHING SOILS(5P OR 54,IN THE EVENT POOR � ZONE AE \ � \�2 nlaw,excavators and contractors working Far safety reasons,homeowners are strongly EXISTING CONDITION SITE PLAN — thee five boroughs New York City and Nassau encouraged to call as well when planning any LEACHING MATERIAL 15 ENG(XINTERED,EXCAVATION IS TO BE C.ONTINJED TO SUITABLE MATERIAL AND BACK FILLED �7 ��p and Suffolk Counties ties on Long Island must type of digging on their property. AS DETAILED. (EL /) r."t1tact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at 4.USE 15'DIA CORRUGATED HIE9FI DENSITY POLYETHYLENE(N1DPE)HEAVY DUTY PIPE FOR INTERCONNECTION OF ON-SITE PROPOSED DEMOLITION 43 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the STORM WATER LEAGHIN6 POOLS ,e Kcluding weekends and legal holidays)prior national call before you dig number.For USE b'SDR 35 TO CONNECT 00WN5POlJT5 TO DRAINAGE SYSTEM A5 SHOWN. PITCH AT 1/8'PER FOOT MIN. IN 4. \ to beginning any mechanized digging or excavation work completed on personal DIRECTION OF LEACHING POOLS.PROVIDE BOOT GONNEGl10N TO DOWNSPOUT. , ^xcavation work to ensure underground lines property,it is the contractor's �` a•e marked.Excavators and contractors can responsibility--NOT the homeowners--to A.HOPE PIPE SPECIFICATION(AASHTO M-294) !ac also submit locate requests online,through contact DigNet.Having utility lines marked SPI 'r C.If you do not currently use ITIC,please prior to digging is free of charge. G.WATER-TT6HT JOINT TE5TIN6 SPEC.(A5TM D-3212) _ B. INSTALLATION OF HDPE SPEGIFIGATION(ASTM D-2321) �00 1.�' \ 20 10 •O 20 40 60 � 80 call 1-800-524-7603 for more information. D.6A5KET SPECIFICATION(ASTM F-4-M) 6RAPHIG SCALE I" = 20'-0" of 4 TOWN SET 0 EN-CONSULTANTS June 15, 2021 Glenn Goldsmith, Chairman Board of Trustees Town of Southold P.O. Box 1179 Southold,NY 11971 Re: 1420 Trumans Path,LLC, 1420 Trumans Path, East MarionAs Dear Mr. Goldsmith: In response to the Trustees' request during the June 8th field inspection that the two oak trees located outside of but very close to the landward limit of the 50' non-disturbance buffer be maintained so long as they remain healthy, please find enclosed Sheet"SP1" of the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated June 14, 2021, which has been revised to indicate the approximate locations of the two trees to remain. Should you have any questions or require any additional information, please let me know. Respec fully yours, Robert . errmann Coastal Management Specialist Enclosures EIVE AUK iS Wit D 0Vn Board Trustees 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283 6136 www.enconsuitants.com environmental consulting ,w ��� 1 •/ � fes. �• L :. + �� 1 1.11 • .* 6 :. ,� � ��•7F% J •"tel • 11T.I } , •, �aAl� ..^.:• 'ter - y Y �� !' :'..tom�i«aV-_. s � r•-t/�' � ?�`r'�4'''{!,Y - _V 1' w v b1 8 ,2021 9 : 19 'irk 1.7 Glenn Goldsmil esident Town Hall Annex A.Nicholas Krupski, vice President 54375 Route 25 John M. Bredemeyer III P.O.Box 1179 Michael J. Domino Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTOL Date/Time: Completed in field by: _ f de' er En-Consultants on behalf of 1420 TRUMANS PATH, LLC requests a Wetland Permit to demolish existing one-story, 768 sf, single-family dwelling, and construct farther from wetlands a new two-story, 648 sf, single-family dwelling with 12 sf front porch and steps, 302 sf attached deck, and basement entry; remove existing nonconforming septic system, and install new UA GWTS sanitary system outside Chapter 275 jurisdiction, install a drainage system of drywells to collect and recharge roof runoff, and establish and perpetually maintain a 50' wide non-disturbance buffer adjacent to the freshwater wetland boundary. Located: 1420 Trumans Path, East Marion. SCTM# 1000-31-12-12 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1 . Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment _/Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Surveys 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: /SXR f 1�zv ST 1A 1 6-- Z- l�-Aee_r o r/0 r7- 04JI 'v✓� 6 v I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Srederneyer M. Domino �G. Goldsmith N. Krup ski VG. Williams Other S.C.T.M.# DISTRICT: 1000 SECTION: 31 BLOCK:12 LOT: 12 VACANT 60' DWELLINGS W/PUBLIC WATER 150' LAND N/F z LAND N/F OF I 1 OF REINHARDT FRESHWATER WETLAND BOUNDARY I ARIIZUMI & BERRY qw DELINEATED BY EN-CONSULTANTS i i I DWELLINGS w 13 JUNE 26, 2018Nl� 1 I _ J)6_1` W/PU5LIC WATER 146' IN 64o05r40" E 18oFC 0 j 3o.ss 0.2Up•r 0.5, s -, a -0 0 :E..4 !VL co co o cV r/ _. �.1 REMAINS F WOOD RAIL FENCEI 18's EL 18.8 IP / I POSTs , �• ERH E'z N 64°0540" � 4 86' 96.13 j�V Wjw W * cn (I ' w EL 17.5 s00• �`'� W.M. _ OI ►�( w1 � {� 8 EL 19.0 15 RIGHT OF WAY © `�'" + \ ; S)¢� — DIRT DRIVEWAY d-I EXISTING _ _ W.M.EL 19. o U.P. a F WO ! SEPTIC STK. r WOOD RAIL FENCE r N• el,9 0 S 64-0054011 W 100.00 cdoi� DWELLINGS I Y EL 17.3 EL 17.8 1 13 W/PU0 WATER 72' 15 H"'1 z , ►= WOOD N , I STEPSLO ool •o 0 0..•. . . . . .•. ..•.15.8'. .•. w cc, J STY FRM. : : � iDWELLlNG:�::::::::�aJ LAND N/F X #1420:. . . . .• OF 18.6i o0 �o FFL STEPHANIE & WILLIAM GORGA o M ^� 1 I •::::32.0 ::::::::::: : 70' SELa- to�oOM ZONE X L a 100, ZONE AE (EL 7) Ln ( / P! E 1 EL 19.9 IF 162' S 64°05'40" W WIRE/STOCKADE FENCE ALONG LINE 219.03' �oF N/ GORGA 1 BONN 8, TERRY I LAND N/FOF . (� 2 COLOMBO DWELLINGS ,Q A� �- rL 0 V E W/PUBLIC WATER MA' S i� `� l5 U V is 150' � '. ELEV. 17.5 APR 30 2021 SM PALE BROWN SILTY SAND EXISTING LOT COVERAGE SO11thold Jbwn 3' Board of Trustees BROWN SC LAYEY SAN EXISTING DWELLING: 768 S.F. or 4.2% 6' PALE THE WATER SUPPLY, INELLS, DRYKELLS AND BROWN (UPLAND) 18,225 S.F. or 0.42 ACRES LOCA77ONS SHOWN ARE FROM F/ELDOBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS FINE AREA: (TOTAL) 22,511.43 S.F. or 0.52 ACRES NAVD88 SP SAND ELEVAT70N DATUM. NA UNAUTHORIZED AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA7701V OF SEC77ON 7209 RVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SU BE CONSIDERED 7`0 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN GRAVEL ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY ANDLENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU77W GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC17ON OF FENCES, ADD17701VAL STRUCTURES OR AND OTHER IMPROVEMEN75 EASEMENTS AND/OR SUBSURFACE S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON IHE PREMISES AT THE 77ME OF SURVEY WATER IN 16.5 WATER EL i.0 SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ELIZABETH O'REILLY; PALE MAP OF: SP BROWN FILED: FINE SAND 17' SITUATED AT: EAST MARION 12-10-18 TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK McDONALD GEOSCIENCE Professional Land Surveying and Design P.O. Boat 153 Aquebogue, New York 11931 FILE # 18-140 SCALE: 1"=20' DATE: OCT. 20, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. N0: 050882 maintaining the records of Robert J. Hennessy do Kenneth Y. Voyebuk EG ND: NOTE TO CONTRACTOR: 0 - VAGANT 60' 0 3 • PROVIDE: 25 11 OF RATEABLE 501L (5W OR 5P PER A5TM PROPERTY LINE o \ 5TANDAR05) FOR THE PURP05E OF REPLACIN6 UNSUITABLE 501L5 PRINCIPLE YD SETBACK -• - - - ��3WITHIN THE PROPOSED STORM DRAINAGE LEACHING POOL COLLAR. 51TE 15 FILL NEUTRAL, PROP05ED FILVGRADING OVER THE SANITARY PROP SANITARY PIPE SYSTEM WILL UTILIZE EXCAVATED MATERIAL DISPLACED DUE TO ----gg � y� \ INSTALLATION OF SANITARY AND STORM WATER COMPONENTS. DEMOLi5I I®oB.eGr 0% ------------ o „ SEE SGDH5 SET, DW6 I OF I FOR CALCULATIONS, PIZOP05ED PS16N PROP.5TORM DRAINAGE FIFE --51 -50 -5° - LAND N/F OF \ S 25 54 20 E AND REQUIREMENT5 FOR REPLACEMENT OF NON-RATEABLE 5011_5. U/6 WATER SERVICE -- w w DEWELLINNO A00��Q(�,> Ex. 15.00' PROP (IAC V' * /¢UTIL / PUBLIC, WATER V �* * POLE PROPOSED EL.11.5' 0.0'6 6RADE EXISTING WATER MAIN - w �+ \ EXISTING OVERHEAD UTILITY LINE: -��� �� -�, �� - POWER AND COMMUNICATION + �y:.PROPOSED �*��'� �\ AREA OF DISTURBANCE: Pale Br'owrl silly sand(sMJ SITE TAP POLE FOR CONNECTION TO POWER {�*! W� x19.9 , ��� 112,336 sc�.ft (0 2832 ac) EL 145, - 30' LOCATION PROP.U/6 ELECTRICAL)COMMUNICATION, AND COMMUNICATION 5ERVIGE5,RUN SERVICE LINES: us IJEi us us UNDER 61ROUND LINES IN COMMON TRENCH 0 ��0 Brow ak"�(5) if PER PROVIDER'S REQUIREMENTS J� 5 t0�/ti'`�p��P\�\ A ��n '/ �3 EL. 115' PROPOSED SANITARY SYSTEM: HYDRO-ACTION � �•. tiX i *�'' \� � , Pale Brown FM Sa)d O COVER TO(RADE M OwTS rJAG1?r1 / + t� ��FZ ���` n `Q� o (5P) S 8605610011 COVER"GRADE -'��i PROP05ED + *� �� \\�C / (�00� `Q0 O LEACHING EXPANSION UNDERGROUND POWER /COMM. LINES pEX.UTIL 2� / / �+/ � � v 1 LOCATION MAP: POOL -1_-, POOL - EXI5TIN6 SPOT ELEV. x6.0 INSTALL IN COMMON UTILITY TRENCH FND PIPE PSL ❑ *,� \\,� P,� t9 / LAND N/F OF EL IA IbS' 1 LP `j 1 ` (SEE TRENCH DETAIL,DWG SP4) x-x-x x�-x�� of 5TEPHANIE ill: RGA ILLIAM Waw r NOT TO SCALE EXP EXISTING CONTOUR ' \� PROPOSED Pale Brown Fine Said TO BE REWORKED: g6 FZ\G w.o DWELLING PROPOSED SITE PLAN S � e��'i' EROSION CONTROL MEASURE: I=uaue wArER ( ) ... xla.a .„: 1 TEST HOLE b */ ..:: `.. i ad t�P PROVIDE STABILIZED C.ON5TRi1GrION EL.OS' 11.0' EXISTING CONTOUR: FND + :5 ? •; '� ENTRANCE,INSTALL PER DETAIL,DWG SP4 SITUATE AT: POST° /+� FND P05T o NO STK YI DATUM: NAV088 � ;.: : TE-5T HOLE 1420 TRUMAN5 PATH EAST MARION NY LAND N/F OF �+ .;•:: ::` x19.0 PROPOSED WATER LINE MODIFICATION: ZONING: R-QO PERFORhtL17 oN, 12-10-2018,8AJ1 TOWN OF 50UTHOLD MEDIUM DENSITY R-51DENGE RtL15h1ED FLOOR ELEY F.FL.EL._ _b- ARIL ZUMI 8 BERRY * *�* G�TORA MAT � '=�,,' ;`•• MODIFY PATH TO MST NEW DL^IBLING � � PERFORMED BY: McDONALD 6EOSGI ( '.`` ''`'' SUFFOLK COUNTY NEW YORK 6ARA6E FLOOR ELEV 6FL8 = PROP.CONTOUR+ DWELLING \ *� 6E / \ `'s ENGE USE: 5EA50NAL RE5IDENGE PUBLIC WATER *� �---PROP05ED PERVIOUS GRAVEL DRIVEWAY t� GROUNDWATER ENCOUNTERED® >3. I.O 5GTM Ni 1000-31-12-12 EXI5TIN6 Uf1LJTY POLE <�, 8 +�*� \ \ IN PLACE OF EX.DIRT DRIVEWAY HIGHEST EXPECTED GROUNDWATER s EL. 134' PROP.SPOT EI EV.: x8.0 �* �� :...�'�::::::: �+ 1 `� / \ PROPOSED STORM DRAINA6E LEAGHIN6 SYS. PROPOSED STORM DRAINAGE STRUGIIJRES: �� i ( 3 1 �. APPLICANT/OWNER:i+ y\\ M/�y/iy f�1 ?1 : \ 8�x5 LD.L.P. SrORMWATB2 LEAGiING PCNL 'SD ,DcQ , I:::: ::: `F� VOLUME FOR ROOF RUNOFF ONLY) \k 1420 TRUMANS PATH LLC, 1 0Q •:::'`':'`:' �} �`o� \ , j LAND N/F OF SITE DATA: (SEE DWG.FOR COVER REQ'MTS) / / 0 OPEN COVER TO GRADE \`� JOHN ff TERRY GORGA Q + + �'TEST � \ DWELLING TOTAL LOT AREA: 22,511 SQ.FT. (OSI6B AG) TO TIE LINES SOLID CAVER TO GRADE \ 1a + + + HOLE 3 ?O' _ PUBLIC WATER WETLAND AREA: 4286 SQ.FT. (0.1007 AG) * x115 j MlN EX� BUILDABLE LAND: 18,225 50.FT. (0.4282 AG) SOLID COVER EiEI.Ow 6RA,DE t +�+++++ ++++++�\* `�0 1 \' + t+++ I+ ++++ ++++++ �� \ \ � I 1- � ExP / *� (BUILDABLE LAND = LOT AREA-FRESHWATER BOUNDARY To WESTERLY PROPERTY LINE SEPARATION DISTANCE REQUIREPIENTS +++ ++1+2+` + +� + + FOR STORMWATER LEAGHIN6 57f RE9 FRE5HWATER 1 +4+ +IQ++ '+++t+ +* +++ +++++*\�\ DP 1 IS&9 �° LOT COVERAGE: WETLAND BOUNDARY b * t is c9 `� AREA: AND PIPING (RESIDENTIAL): \ 4*+++ ++ + t t + + + t + \\ �s> \ kR� (o i- �\ � C� STRUGTURE5 TO BE REMOVED: DELINEATED BY + * * �+ + + + t t \ > / \ EX. DWELLING 1768 SQ.FT. HORIZONTAL SEPARATION D15TANCE5 EN-CONSULTANTS 1 ++ + + +_� + + + + + + + + + / / \ ETU ,p FOR STORM DRAINAGE LEAGHINFO POOL r„Z ON JUNE 26,2018 + + + + + + + + 1\1" + + + + + I (+ 1+ + + + + + + + + + \\: ROP. STY 8.g2x i * 6` O, i EX. LOT COVERAGE: ±768 SQ.FT. (±4 2A5) PROPERTY LINE = 5'MINIMUM + + L + + + + + + + + + , 6 AG BUILDINGS WITH CELLAR= 10'MININl1M l ***+++++ + + + + + + 4� ( + \+ + + FR 0VI , O �� 9'34 \ •� • BUILDINGS ON SLAB= 5'MINIt L1M ` t + + �o +++++4 +++�C + ++ +\\* PROP. \ZA a, W BASEN@1T / PT 1 * O r l m + + + + \ WD DECK _ / LP `� PROP. WELLINRUGTURES: + -648 SQ.FT. (*3.Z5i) O WATER SERVICE LIt�E/LATE9RAL5/MAINS = ICI ,�` +', + + \�,� + + . + �+ + +++ +* + + \ Dg,6 2292' FF;�L. -23A 18.9 L./ x19.+�* PROPOSED I 4�' PROP. WOOD DECK 1302 Si (±1.66Ai) p..� MINIMUM lam" \ *� + + " + - wv �v + + t t +`* 2 B �,� EROSION CONTROL MEA5l1RE: PROP. FRONT PO..GH tl2 SQ.FT. (t0.06�) UNDERGROUND UTILITIES = 5'MINIMUM V� \ +.. + + + • \ y0 t \p0 +1 + + + + +�\�- Ib i( i+ PROVIDE SILT FENCE BARRIER `� SANITARY SEPTIC,TANK = 20'MINIMUM �0 +*+++++ t t', + + + t\, + + 't + '1\* +�* INSTALL PER DETAIL DWG SP4 N \ + + 12 PROPOSED 50 PROPOSED LOT COVERAGE: 1{162 SQ.FT. �.29,%) -SANITARY LEAGMIN6 POOL =20'MINIMUM � � + �, +PUMP STATION = 20'MINIMUM 57� + + \+ + + EON-DISTURBANCE BUFFER + \ �+ ^ � MANHOLE = 20'MINIMUM ��,, \ + ` + *+ AREA To REMAIN ++ + � � + " PROP05ED I/A ON-SITE SANITARY TREATMENT 5Y5. F--� _V - PRIVATE HELLS= 50'MINIMUM \ +�+ FOR ADDITIONAL INFO SEE DWG 5P2 c� LYto RETAINING WALLS = 10'MINIMUM \ r NATURAL_AND UNDISTURBED * 6 + �• -+14 / ►� FOR SANITARY DETAILS SEE DWG 5P3 FUEL STORAGE TANKS(BELOW GROUND) = 20' \ + + t +\++++++ +�\++++++ ++++ +++ \\ �\. ,� MIN ' t t*+" + + + + + I � + a+ t + + n f�f PROPOSED PORCH AND STEPS VACANT 60 + + + + + { L + + + + W max HORIZONTAL SEPARATION DISTANCES F 'y ' \` + + + t + + + + t yp� �. i ` W/RAIL TO CODE y � < ,p\ + +\ + ICI + + t + + + + +* �0 �+ 3'x4' AREA. 12 SOFT. STORM DRAINAGE NON-LEAGHIN6 STRl1DTU2E5: j + + t + + + + o �, \\ +� �+ 3 S25°54'20"E H '� � ;* �• + + * t ,� + t + �G 'i* PROPOSED BILC.CJ DOOR I �2� WATER SERVICE LINES/LATERALS/MAINS= 5 MIN ++t* 5��\fit t ++ +* + ��Q ��i'`� \N� (EASEMENT ENTRY) Z UNDERGROUND UTILITIES = 5 MINII�IIM 4+ +t + t Z + + +\+ p * h a \ �1 4 1 5.00' .� +07+ + y\� t + + + + t t t -12 fi*� Cl Y 3 '�I' U J VERTICAL SEPARATION DISTANCES FOR STORM \ \y \ ++� �+ v+ tiF� PROPOSED !, o + + + + + cFO LAND N/F OF COLOMBO Q EX O DRAJNASE LINES, \ Qy + + + + + + + + + + c.1g�U DWELLING LIVABLE FLOOR AREA oQ r d) WATER SERVICE LINES = 18"MINIMUM 7 O \ + + +� + + +�+ + + ,, 1,248 SOFT. �� Q►V• U71L p- ° \ \ + ++ +� + ++++++ + PUBLIC WATER (PER T.O.SOUTHOLD DEFINITION) ,+ * ,9._` Q O SANITARY WASTE LINES = 18 MINIMUM + • i FELE -� 'P + + + + + + l PROP. REMOVAL r✓ O \ \+ + + + + 59' WETLAND OFFSET LINE • REMOVE EX WD RAIL FBJGE REINHARDT •• APPROXI t8T 1_6 W $O ++: \ + + + PROPOSED LIMIT OF CLEARING, LAND N/F OF , . W \moo\ ZONE X ` + t 1 6RADING AND 6ROUND DISTURBANCE. DWELLING STORM DRAINAGE CALCI _ + +t Fra P`e PUBLIC, WATER(PRONA ROOF,DED FOR DECK, TRY sroOPAND STEP RUNOFF ONLY) ZONE AE ✓ PROPOSED SITE PLAN �4 LU VOLUME =AREA x RAINFALL x GOEFFIGIEIT \ � A BLDG,DECK,ENTRY STOOP AND STEP AREA= 1012 SQ FT. � (EL�� \ EX. S 860>���0-+rE +� : ' ,dam' PgP \� OJ h-�•1 RAINFALL = 2" =0.161' w EXISTING I STORY FRAME DWELLING UT1L �24.77t NJ *�+� ,'::.:,:'•.: '':; � ,,� GOEFFIGIENT OF ROOF,DECK,ENTRY STOOP AND STEP= ID W TO BE DEMOLISHED AND REMOVED POLE q ti� s . ',^'y r"g1 L+� LAND WF OF FID PIP * `� > ] NEER. ALL MATERIAL/DEBRIS TO BE HAULED TO 20 10 0 20 40 60 80 ❑ +� y4 '\ :.,�: •`•' W*• STEPHANIE 8 WILLIAM �> BUILDING RODE RUNOFF: o \ AN APPROVED UPLAND SITZ: I = .201-01 x-" x-� ,�p Q::: +� :r I,U12 5F.x O.I61 x IA= 169 GU.FT. ° 5 " ",x X F ;• GORGA ,,+✓ o GRAPHIC 5GALE9 - DWELLING <. )� STORAGE VOLUME REQUIRED - 169 GU.I"T. PUBLIC WATER USE: I -8 0 x 5 DEEP LEAGHIN6 POOL(ROOF RUNOFF) T� t o Fw7o; 4 - EX DRIVE 5URFAGE MATERIAL(DIRT)SHALL ✓L %� � STORAGE VOLUME PROVIDED = :211 GUFT. � + .,/ 'Y G�(�' POST o / P05T N H6*S6`OO `'; ; ND 5TK REMAIN WITHIN AGGC-SS ROW �v t� r r��`�� i W TL CONTAINMENT VOLUME REQUIRED: V GU.FT. TL CONTAINMENT VOLUME PROVIDED. 211 CUYT. \0�� �0 6.5,2�l \x19.0 m 0 LAND N/F OF _ * `� Z \, LOG. OF EX. SEPTIC SY5 EX STING DIRT DRIVE WITHIN THE Z SEE STORM WATER LEACHING,POOL DETAIL,THIS DWG ARIIZUMI 4 BERRY �• � p�Y o 'FLAG' 6� SUBJECT PROPERTY FLAG SHALL 7 DWELLING \�6\ ca o �" , TO BE ABANDONED PER j *\ BE REMOVED AND REPLACE WITH k � 073493 PUBLIC, WATER pR SGDHS REQ'MNTS, SEE \ �, Ar \h�, \ BOXED NOTE,THIS DWG . ' y / PERVIOUS GRAVEL MATERIAL IN _ - \ Ib / ° '�-,' \� KIND (AREA: ±354 SO.FT) ' 24'�CAST IRON COVER FLOGKMART 0Q� \ *� \ 'O� 'cai' JEFFREY T. BUTLER,P.E. FOUNDRY COMPANY PATTERN NO.6112b 6Dr ( �s' 0 OR EQUAL(AD..L15T TO FIN15H GRADE) \.� 6� + + * �� LTJ Q�' \ \ /�,TEST 1 ••• LAND N/F OF Q \ gj�' + + +• v •(0 '�1 �p �0 JOHN 4 TERRY GORGA O FINAL GRADE FRESHWATER 1 ++++ + ++++1 \* xHOLE '1�% �i \ DWELLING WETLAND BOUNDARY ` �� + + +1 \+, �( v \ \ PUBLIC WATER Z 24 - _ DELINEATED BY �h + + + + t . \� ` �8yI- N \ EN-CON51ULTANTS ` +1+ +++t4r++ ++++*+++ t9, \ z F_ r ON JUNE 26,2018 ` + + * Iib tJ Cj O b PIPE DIA MIN \ I +� + +12+ + + + t + + + k: * O IS$MIN (As REQUIRED) \ + + I + 1 g �' o+ + * + �\ \ PIPE, 1 +6 + + + +•. + + + t t + * Il.3x \� S + + + + \ HIGH DENSITY POLYETHYI-ENE(HDPE) + ++ ++ + +++t+++*+++ ++\\+ ! / O O SIS I ��I' H-2o 8' THK TRAFFIC + + + + + + + + + + + + \� / PROP. REMOVAL \ � = `} 1 BEARING SLAB + + + + + + + + + + + \� \ STOCKADE FENCE MOVE EX.HIRE0, �� Q ROOF UDR GOhN=6 MIN > + t + * + • `�' \ ' < N Z + \+ + + + + + + + + + + It,asnNs * C E ��jsj (� pQ ++ + \+ •• APPROXI r36'L6 \ 'O I l�J l� V la Z t \• �+ + + + + \ 1 STY FR.O ELLIN6 EXISTING \ t_ = N O Z 1 x I t + + • + (� . TO BE REMOVIED + I � `�, ~ I-- - O „ \V . + t + o. x16.4 I* '+ 1"'- 1- HITH + + + + + + + + + 0 CONTOUR TO BE 4 ,- 4 WRAP VEN 6az.(MIN) \ + t t + \\ y X1420 32 I ` APR 3 2021 m 1 \� NONWOVBt 6EOTEXTILE �j *+*+* + + \ " * FFL.EL 18b RB^bRKED a x19.9 + 11I W I Q \ + + wY t \ ++ +++ +'++ \ SEE PROPOSED PLAN, v 51 1 > ; (FILTER FABRIC) \ \ +. +\ + + + ��+ + + + I+ +��16 \ / THIS DWG O + + + + + +� + + +14- + + + + \ 3 W Z Z Q ALL WALL SECTIONS 4 ° + + + + + , * Ib �{ 3 MIN 1 3 MIN TOES SHALL BE SET IN A �, i \ + ++ ++ - PROPOSED 50 +`\+ � �-�'` '�i`,t;t.i;,Zir# CsrJyPl Lu O _ I BBD OF MORTAR �� �j� + \ + NON DISTURBANGE BUFFER+ +\ 16 \•• Board of Iru.,.ees (� O ++ + + + AREA TO REMAIN + >" y\�(�+�* < 8'DIAMETER I �O 1 NATURAL AND UNDISIIIRBED 141,4 ( ,�p*�+ n O l1 r- S1iEGT GRANULAR SOIL \\ + + y + + +\� + + + + LU - O BACKFILL FOR PERIPHERY + + t + + + + +EXCAVATION AND BAGKFIL WITH ACCEPTABLE AND BOTTOM LEAGHIN6 \\ `++++ t\ +++*+*- +I + +Y�o� + ++ *�+�+ SITE PLAN BASED ON ORIGINAL SURVEY BY: Z J N L.EAC.H%MATERIAL(SEE NOTE#5) (SEE NOTE#5) KENNETH WOYGHUK LAND SURVEYING,PLLG < Cn 6ROUPD WATER �� \ ' �,� ` + +++ ICS+t ++++ + ++ + + [ + \* +�+ P.O.BOX 153 0 O - •f� \\ m �+ `*+t + t +* + \\\�\ 14 {�rt�*� PROPOSED DEMOLITION AQUL�3oGL1E,N.Y. II931 11_ O + + + + + + +•* Nti • EX.DWELLING AND WOW STEPS TO PHONE: (631) 435-1462 O N N S TORMWATER LEACHING POOL \\- ` �++�* t+ t+ +I+++t *+*1 +++�\+ ,+,µ- G�F� ` BE DEMOLISHED AND REMOVED SURVEY DATED, oGTo1362 20,2018 ~ TYPICAL DETAIL �+ + + +_ + + + + + + + + +'12\+ *-x ��O •• TL AREA: 1119 SQ.FT. . ELEVATIONS REFER TO NAVDSB \ \y + + + + + + + + + + + + v �� O NOT To SCAB O GOLOMW DWELLING N ` + + + + + + + + + + + + + + + 10+ PUBLIC WATER www.dignetnycli.com O + + + + + ',+ + + + O \_ \�' * c _ + + cfNrwyaC? CI11' or Z < + + * 50' WETLAND OFFSET LINE www.call811.com DRAINAGE STRUCTURE NOTES: W + `� + + + 8IMPO Q I. LEACHING POOL5 SHALL BE PREGA`iT COC GEMENT STRUGTURE5 A5 MANUFACTURER BY SUFFOLK PRECAST INC,.OR W \ \ \\` +1yy� t + PROPOSED LIMIT OF CLEARING, $��N� (for other states) O EQUIVAL.-ENT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL. ZONE X .7c,\+ \Q� GRADING AND GROUND DISTURBANCE. BOO-212-4480 811 � 2. AL1.GONG GEMENT USED IN THE MAINJFAGTURIN6 OF PRECAST 5TRUCT.SHALL DEVELOP A MIN GOMPRE551VE STRENGTH OF 4000 P.5.1.IN 28 DAYS. PAGE: 3. ALL DRAINAGE 51TRl1GT'S SHALL BE PLACED IN AGGEPTABLE LEAGHIN6 5011_5(SP OR SW),IN TME EVENT POOR ZONE AE \ \ \�2 By law,excavators and contractors working in For safety reasons,homeowners are strongly EXISTING CONDITION SITE PLAN - the five boroughs of New York City and Nassau encouraged to call as well when planning any \\Ik and Suffolk Counties on Long Island must type of digging on their property. LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL AND BACK FILLED (EL 7� PROPOSED DEMOLITION contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at A5 DETAILED. 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the 4.USE 15'DIA CORRUGATED HIGH DENSITY POLYETHYLENE(1IDP1�HEAVY DULY PIPE FOR INTERCONNECTION OF ON-51Ti= STORM WATER LEACHING POOLS USE 6'SDR 35 TO CONNECT DOWNSPOUTS TO DRAINAGE 5Y5TEM A5 SHOWN. PITCH AT VI PER FOOT MIN. IN -Q (excluding weekends and legal holidays)prior national call before you diganpernumber.For `�� to beginning any mechanized digging or excavation work completed an personal DIRECTION OF LEAGHIN6 POOLS.PROVIDE BOOT CONNECTION TO DOHN5PI <►) 'kA V`t \ excavation work to ensure underground lines property,it is the contractor's W '` Q� \ are marked.Excavators and contractors can responsibility--NOT the homeowner's--lo A.HDPE PIPE 5P'EOFIGATION(AA5HT0 M-2q4) - r��Q O also submit locate requests online,through contact DigNet.Having utility liines marked SPI [TIC.If you do not r;urrently use ITIC,please prior to digging is free of charge. B. INSTALLATION OF HDPE sPECIFIGATION(ASTM D-2321) °Q r�� \ 20 10 O 20 40 60 1 80 call 1-800-524-7603 for more information. G.WATER-TIGHT JOINT TESTING 5PEG.(A5TM D-3212) U /� D.GASKET SPE (ASTM F-411) S GRAPHIC SCALE I' = 20'-0" of 4 TOWN SET i SEPARATION DISTANCE REQ'MTS FOR SANITARY SEPTIC TANKS, EL. 115' OD,o GRADE 51TE_ PLAN PROPOSED AREA OF 015TURBANCE: SUBJECT PROPERTY CURRENTLY: PROPOSED INNOVATIVE AND ALTERNATIVE I/A OWT5. PUMP 5TA OR MANHOLE (RE5IDENTIA.): Pale Bron BASED ON ORIGINAL SURVEY BY: 112,336 sq.ft (0.2832 ac) NO UNDERGROUND STORAGE TANKS EXIST ON-SITE WASTEWATER TREATMENT SITE PLAN MIN.HORIZONTAL 5WARAT10H DISTANCES: L.ROAD STORM ORAIN5=20'-0' Silty Sand{SM) KENNETH WOYCHUK LAND SURVEYING, PLLG � STORM DRAINA6E SY5TEM: r - A.BULDIN5 W/CELLAR is I0`-0' M.ON-SITE 5TOFM DRAINS= 10'-0' EL. 145' - 3.0' P.O.BOX 153 NO STORM DRAINAGE 5TMVRESITUATE AT:5 EX15T DATUM: NAY068 B.BUILDING ON SLAB=5'-0' H.CATCH BA51N5"-LEACHING)=5-0' AQUf�06UE,N.Y. 11931 ON THIS SITE. NO PROPOSED DRAINAGE 1420 TRUMAN5 PATH EAST MARION,NY ZONING: R-40 G.PORGHE5,DEC95,HOUSE OVERHAN56, 0.SANITARY LFAGHNNG POOL=V-0" Brad clayey sand(5C,) PHONE: (631)435-1462 �� 1 TOWN OF 5OUTHOLD CANTILEVERS,ETC =5'-0' P.5EPiI6 TANK,PUMP STA OR M.N.=5'-0' EL.115' - 6.0' SURVEY DATED. OCTOBER 20,2018 OF POP 05 WILL NI PLACED WITHIN 20 MEDIUM DENSITY RESIDENCE vAGANr bo' � OF PROPOr.PED SANITARY STRUCTURES SUFFOLK COUNTY,NEW YORK USE: SEASONAL RESIDENCE D.WATER LINES= 10'-0' Q PROPERTY LINES=5'-0" • ELEVATIONS REFER TO NAVDbb � E.5U2FAGE WATER(WETLANDS) _'15'••0" R 5WMMIN6 PCOL=20'-0' Pale Brown Fine Said AND/OR AB50RPTION FIELD SGTM NO.: 1000-31-12-12 k F.PUBLIC,WELL=200'-0' S.TOP OF EMBLUFFMENT OR STEEP SLOPE (SP) � \ S25054'20"E APPLICANT/OWNER: 6.PRIVATE WELL=15-0' (15%SLOPE OR 6REATERI is 25'-0" , SANITARY SYSTEM: 1420 TRUMAN5 PATH LLC, H.RETAINING -0'WALL(WTRPROOF)= 10' T.BLUFF=b5'-O' \� Y `i3 15.00 EXISTING SANITARY SYSTEM ON THIS PROPERTY J.U/6 FUEL TANGS= 10'-0' U.OECK/RAMP--5'-0' EL. ILO' - 165' SHALL U/G UTILITIES =5'-0' SHALL BE ABANDONED BY REMOVAL. K Water h EX. SEPARATION DI5TANGE REQ'MT5 FOR 5ANITARY LEACHING Pale&'own Flee Sand 6� ��+/ rr POLE NOTE TO GONTRAGTOR: W STRUCTURES(RESIDENTIAL): (50 PROP. REMOVAL /+/+ .••�..' `'': '' r PROVIDE 25 GU.YDS OF RATEABLE SOIL (5W OR SP ` MINIMUM HORIZONTAL SEPARATION DISTANCES: • REMOVE Ex,WD RAIL FENCE +� y PER ASTM 5TANDAR05) FOR THE PURP05E OF EL.OS r7D LAND N/F OF +/ :`. ;; : "x144 A.BUILDING W/CELLAR=10'-0' REINHARDT to APPROX: 181 L6 �/ np �•" x 3 REPLACING UNSUITABLE SOILS WITHIN THE SITE B.BUILDING ON SLAB= 10-05.5TI16 TANK PUMP STA,6REA5E TEST HOLE DWELLING '> .':tib *� �` _ _ PROPOSED SANITARY LEACHING POOL COLLAR. LOCATION G.PORC&5,DEGK5,HOUSE OVERHAN55, bAM PUBLIC, WATER p�N *�+ .'.... T.SWIM^41N6 POO b PERFORMED BYPERFORME : McDON1ALDOGEOSGIENGE �� % rr/ 00 \ � • SITE IS FILL NEUTRAL. PROPOSED FILL/GRADING CANTILEVERS,ETC,=5'-0" - 5�0 + :;',; '• .; o D.WATER LINES= 10'-0' U.DECK/RAMP= =2 PERFORMED 6ROUNDHABY:BNGOUNTERED o EL.ILO' �tiRNti�oi " ���+ .M:'': ' 9 1 �` V'' �' OVER THE SANITARY SYSTEM WILL UTILIZE FE..SURFACE UBLIG WEA 200-0�)= 1006' Y LEACHING 6ALLE1'S. HI6HE5T EXPECTED GROUNDWATER 0 EL. 134' o y i' /+/f/* :^• \ {f,P ooN�O o `�� v� EXCAVATED MATERIAL DISPLACED DUE W 6.PRIVATE W81=IAO'/150' 1.6ALLEY TO 6ALLEY- S 86 5 ,00 /, :;.; :.co:. • �F� + Pe �� �� INSTALLATION OF SANITARY AND STORM WATER a.LONG SIDE To LONG SIDE = EX. E :.;�/w 6 PROPOSED COMPONENTS. LOCATION MAP: H.RET.HALL MITRPIROFF)=10-0 " uTILc(-214.1]�' ��'` "' '`"1111 '��'+�' $ • SEE 5PI (TOWN SET) FOR STORM DRAINAGE GALG5 4-0 MIN O Y /F�� x'' LAND WF OF J.U/6 FUEL TANKS= lo'-0' b.SHOR'5IDE TO SHORT SIDE= FND PI FCLE; / /��\( �. `(:`` :'. �. 5TEPHANIE 4 WILLIAM 2 BEDROOM SANITARY SYS: AND RATEABLE SOIL REPLACEMENT REQUIREMENTS NOT TO 56ALE K.U/6 UTILITIES=5-0 �• ,;•...-....••• L.ROAD STORM DRAINS OR 2-0 MIN x-:x_x_x-x x✓f �' '�F.- 60R6A 2.GALLEY TO GROUNDWATER- g2"` DWELLING PROPOSED AEROBIC TREATMENT PLANT RECHARGE BA51N5=20'-0' _ M.ON-SITE STORM DRAINS OR a.2 EFF.DEPTH- ;; ,• , : \.Xl PUBLIC WATER ' R • 9,41:; USE: SITE DATA: RECHARGE BA51N5= 10'-0 2'TO 6RNDWTR MIM - :: b.>2'EF.DEPTH : �I .;:' ':' '•:'`:::¢::' "`' '�5 `',' I - HYDRO-ACTION 5ET-N-60 ONSITE WASTEWATER TREATMENT PLANT,UNIT INCLUDES: N CATCH BASINS,NON LEAGH1xG=1O'-0' fi' �'s ':':;.:'�•`�.; :`" '� TOTAL LOT AREA: 122511 50.FT. 0051b8 AG) TO TIE LINES MODEL AN400 GRAVITY SYSTEM Y T4 61WHTR MIN Np .. EX.DRIVE SURFACE MATERIAL(DIRT)SHALL r WETLAND AREA: 4,286 SQ.FT. (O.IOOI AG) 0.SAN.LEACHING POOLS =V-0' t� � o / FNOo '' 111:1 •• DE-516N FLOW: 450 6PD P.PROPERTY LINES=5'-0" C���P0 PST o POST N 86'56'00 `ICU'';;':5`5,:7,4` x90 NO TK REMAIN WITHIN ACCESS R.O.W. J L,n •• ORAIDE , BUILDABLE LAND: 18,225 5Q.FT. (0.4282 AG) .900oF � EXI5TIN6 DIRT DRIVE WITHIN THE •• OPS(OPMAINTAT(/GNTRL CENTER) W ALARM BEACON ABEYOND ETU, THEN DROP DUD BLE HORN ALARM(LOG'D REMOTELY,AS SHOWN) (BUILDABLE LAND = LOT AREA-FRESHWATER BOUNDARY TO WESTERLY PROPERTY LINE) Q TOP OF EMBLUFFMENT OR STEEP NAPE \ (15%LU SLOPE OR GREATER)=25'-0' LAND WF OF \\,� o LOG. OF EX. SEPTIC SYS SUBJECT PROPERTY 'FLAG' SHALL �" . PROVIDE: EX. DWELLING 1 68 SQ.FT. R GLUM =65'-0' ARII�U ELLI BERRY Q��py-�o py' 1 TO BE ABANDONED PER \ �k `- 'r' * BE REMOVED AND REPLACE WITH ,�` 2" U/G ELEG GNP FROM DWLG TO REMOTE CONTROL PNL PUBLIC, WATER \� o SGDHS REQ MNTS, SEE / \ PERVIOUS GRAVEL MATERIAL IN `� 2" U/G ELEG CND FROM A.G.TO OP5 EX. LOT COVERAGE: 1-fb8 50.FT. 04.2%) \ Ib ,BOXED NOTE,THI5 DWG ` ':'' \ r o � 1 oa KIND (AREA: 1354 50.FT) 2" U/G VENT CND FROM P.T. TO HOUSE 5TAGK PROPOSED 5TRUGTURE5: oQ�J Ac0 \ */ 010- ;`'.::: �� GFI CONVENIENCE RECEPTACLE NEARBY CONTROL PNL PROP. DWELLING 1648 SQ.FT. (13.75S1!i) +/ \� �C :,.,:;• ABANDONMENT BY REMOVA : SEE DETAILS ON DWG 5P2 L PROP. WOOD DECK 1302 SQ.FT. (t119(9%) C1p� \ `n' \ � EXIST.SYSTEM TO BE ABANDONED BY REMOVING LAND N/F OF $$' +++++•\+, •\0 HOLE \ � 3-�; �� \ ALL RESIDUAL SEWAGE WASTES BY A LICENSED JOHN 4 TERRY GORGA PROPOSED LEAGHING FIELD PROP. FRONT PORCH 112 50.FT. (10.OW FRESHWATER \ + + + + \+ WASTE HAULER,REMOVING THE ENTIRE STRUGTURE(S), DWELLING USE: + + + + +4 x175 D \ BACKFILLING WITH SUITABLE SAND AND GRAVEL FUBLIG WATER (1) 8'0 x 12.0' EFF. DP LEACHING POOL PROP05ED LOT COVERA6E: fgr92 50.FT. (15,2b%) WETLAND BOUNDARY ••` \ +�+ + � � �• DELINEATED BY 1r + + + + + ` MATERIAL,AND PROPERLY COMPACTING. EN-CONSULTANTS t� + + + + + + + s\* tll LOCATION FOR 50SK EXPANSION SHOWN ON JUNE 2b,2018- \,` * 1 `� + + + + + <�\ ,�a MAINTAIN SEPARATION DISTANCES, + �++++ ++++++++ ++ / \ , \ o MAINTAIN 5% GRADE 20 BEYOND PRECAST COMPONENTS +bt+g +++* + .b �� n s �0 s INSTALL SEE DETAILS ADDITIONAL 1?W_7SP3 of \ , ++* + + ++++++++++++*� \ PROP. REMOVAL * . ALL LCOMPONENTS: +t++++ * , t t + t + t t t t + \+ /tib% • REMOVE EX.WIRE/ Z,,� I - 4'� PRE-CAST DISTRIBUTION BOX(5EE 5HT 2 OF 2) + + + + + + + t + t + + \ \ EXISflN6 \ s\ 5641 5TOCKADE FENCE \\ �' 4� j • USE ENDGAP LEVELING DEVICES (TYPICAL) { + + 1 + + t t t t t t * . -- \ I STY FR DWELLING \ •• •• APPROXI 136'LG * - � m + +++++ ++ \,• + + t t t t t+ + + + �, c��`� To F I�ovED EXISTING \ O. 5EE 5ANITARY PROFILE ON OW-9 5P2 � + + + + + + + + ,�+g + + + \ � #1420 32�' x16.4 CONTLM TO BE ^ m ++++++ + ++ + + G`" 4 + +++++��\ l�� F.FL.EL. Ib.b / REWORKED xw.9 * w O + + + + wV p4 + + + + �` \ / SEE PROPOSED PLAN, MINIMUM GRD ® 5' OFFSET FROM ETU \\ •+ + \+ + + + + + y. 16 THI5 DWG�'. /� f O`0 ` + + + + + + +14+ + + + + \ / x/ (MAINTAIN GRADE 5'BEYOND ETU, MSI N ++ +++ PROPOSED 50' +\\* \ I bi THEN DROP GRADE DOWN AT A RATE OF 1:3) r1r + NON-DISTURBANGE BUFFER + •Ib E /* F+� ((� + ++ AREA TO REMAIN +t+,�\ c�1\xi*/+ \ -•tee., / \ \ ,tll r .. 0 `O + + \ NATURAL AND UNDISTURBED 14+++ + j+/ TEST + + +� * + + + + + ,p /� HOLE Yi \'OO VACANT 60 \ + + �+ t + t t1 t + t + t `+ W * * X175 /. 1(01 \ g, ++++ + +++++ +++ ++ +,�04+ ++++ \ /*/ $, PROP.3'x4' / `� \� \ <O MINIMUM GRD 20' OFFSET F� lu rC7 \ + + ++++i! +++ ++++ + ++ + + ++ \+ \ */* 9 ` I aF 55TEP5 W/ORCH 1 ExP ` / �o �, FROM SAN. 5Y5 VARIES `? 3 0 : :: E-oI X Z i � y + + + + + + + \* �14 \ RAIL/CODE -,, h S 25 54 20 E `+ + + + +, + +�\ x/f PROPOSED DEMOLITION �.v��yjo �\ I ;J T �?rya \ (MAX ALLOWABLE GRADE DROP IS LAND WF OF 11.Sx \ a REINHARDT15.00' (� O + +++++ ++\� +++++ +++ • *� �o���N • EX.DWELLING AND HOOD STEPS TO \ OF \ \ 1 * 5S5 WITHIN 20'OF SEPTIC SYSJ DWELLING �3 . < L() + + + + + + + + + + /�/ ti 1 BE DEMOLISHED AND REMOVED o f 1 \N *\ FUBLIG WATER * *++ t + t + + + + + t + 1z\, �i* 1101- •• TL AREA: M1 SOFT. �P� / s\ + + * v o�� x 11.3 2 STY FR OKC7 G� 1 d� \ \ \ t* *++++ ++ + ++*+ +ttt* + tz�l' LAND WF OF � .� O \\ \ DQJ�O 1� �3 COLOMBO DWELLING W/BASEMENT <� �� EX d) ON \ PROP. POWER AND GOMMUNIGATION y + l 3 O \ \ + ((�� �+++ *+++t+++++*��+ + PUBLIC, WATER F.FL.F9 = 23.0' " IX v' * rl /¢UTI[ O O \� ' +' � + + + + + + * , 2 BEDROOM /// / _ j 3 \� TAP POLE FOR CONNECTION TO POWER AND / / r POLE N < \ i +++++++ +++ 50' WETLAND OFFSET LINE \ I`� - * \ -� W W + b A PIPE W/G.O., C's ETU C ti 5 / rr. \� \ XCP + + + + PPOP05ED LIMIT OF CLEARING, _(AG COMMUNICATION SERVICES,RUN UNDER 6ROl1ND m + + + O-VENTED(AIR VENT TIED , * / x14.4 \ ZONE X + �\ LINES IN COMMON TRENCH PER PROVIDER'S + ?L 3 \ 6RADIN6 AND GROUND D15TURSANCE. PTS \ �'L• ?o H+ot>5E v>�T srAGK1 � *\ REQUIREMENTS 7\ .. FNO i/ 20 AMP MAIN SERV. `N`\� LP _ Nl g�M / p \ .4j x14.6 �c LAND N/F OF pdN \ b2 PROP. FROM MAIN PANEL \R\ P,/� ` 0�psi *> ARIIIZUVI 4 NGRRY RN�Fp j 11 0//+ */ ���p\N 0 /+ 0 w ZONE AE \ WD DECK IN H4ou5E �/� \VP, s c� ore rr �° �\N �\ v, w :).EL.6 22.412' P 1 / ytG 0� *% PUBLIC WATER fix'/ / (Z\I� ��G� 2 f"�� '(0 FCS- oo\. g�R / /+ (EL 7) I6 / �\ 4 �� �* Ex. 86s100" E SITE PLAN - /\�, �� \�� ,+ UTI[ �{ �,���� * * C�, o o LAND N/F OF ENGINEER: /'�' � O POLE 4.77 //( pOJ O 5TEPHANIE 4 WILLIAM GORGA 8 BILGO +/ �� ` FND PIPE [1 - ❑ �/ h\\. Py �5; ,F oO• DWELLING EXISTING CONDITIONS \* P� �. DooR 1� 005 0 No _x �' -� - PUBLIC WATER '� 51k0 S 03 / 6� 05 G of / 1 l• \ . ° txo L YT. sOc � 6� � PROP05ED 411 HOOD F--NCE �T+ � 16 1 / CID APPROX LENGTH. f504 LF.FIN •�, `' 'fi �t<` 20 10 0 20 0 40 0D P05T° 55.74• ND STK INSTALL A5 SHOWN �� 6RAPHI6 5GALE 1• = 2 '-0" "y�N86'56'00 / \x19.0 a r- �� w PARTIAL PROPOSED CONTROL PANEL AND BI OWER: PROPOSED ; Z PERVIOUS GRAVEL DRIVEWAY • REMOTE HYDRO-ACTION OPS,GNTRL GNTR,BLOWER MOUNTED t. a" SANITARY SITE PLAN AND GFI RECEPTACLE ON'H'FRAME,SEE'PROPOSED 2 , yam/ s` IN PLACE OF EX.DIRT DRIVEWAY \�Q . 3 q 93 �✓�, BEDROOM SANITARY SYSTEM'GALL OUT,TI415 DWG. . v °��,\��-- �•' • FOR MOUNTING DESIGN AND REQUIREMENT'S, �// �p� �56 �s, PROP05ED STORM ORNG LEACHING POOL, �- 1b i 8 0x5 LD.L.P. JEFFREIfUTLt`R P E. SEE 'PROPOSED H'FRAME DETAIL',ON DWG SPZ N M/ 6. , • SEE 'CONTROL PANEL REQUIREME3NT6 NOTE, ` H :. ..ILII.. . . PROPOSED BILGO DOOR Q SD SD SD LEC END: 15 95 O 15 3O THIS DWG. ` . ./O• OF . I A OWTS UNIT SIZING: 6RAPHIG SCALE I' = IS,'-0° + \+ TEST `•• rN (BASEMENT ENTRY) JOHN SRR N RGA f O PROPERTY LINE _ \ +*+ ++ HOLE �. �'1y,^, \ I FUBLIC WATER LQ SIZING PER: 1\ x115 i FRINGIPLE YD 5ETBAGK - - - - \ + + + + + * �.�UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF ` ++ i � + + .• •�� �/ � EXP / *_, Z � '� THE STATE OF NEW YORK TITLE 10 DEPARTMENT OF HEATH. \ + + 14+ + s+ Q - O PROP SANITARY PIPE -ssss + + + t + <�\ Zj CHAPTER 11.PART 15.5TANDARD5 FOR INDIVIDUAL ON51TE WATER ` + + 178 i - Z 5UPPLY AND INDIVIDUAL ONSITE WASTEWATER TREATMENT NOTE' FRESHWATER \ 1 + ++� + +12+: + + + + \ \ 'I` �'' r �-' � IL DEMOLISH®OBJECT(EBR) ----------- \ iQ + O+ + + + �\ / 1 '�\ VD O .� - SYSTEMS. APPENDIX 75-A THESE PLANS ARE DESIGNED TO + + + + + > °v - 0 WETLAND BOUNDARY \ 6 tb + / pP o n/ -`� -SD -SD SECTION 15-Ab SEPTIC TANKS COMPLY WITH S.G.DJ4.5. 'STANDARDS ` ¢ + + + + + + + + + + + \ 173 s `-'` h1 '� T \J` 1J�.. PROP.STORM DRAINAGE PIPE DELINEATED BY I 1+ + + + + + + + + + + + + "` k �0 >A8B8 \`�i C� a Q TABLE I:DAILY DESIGN FLOW = 110 6ALS/DAY/BDRM FOR APPROVAL OF PLANS AND > \ N Z CONSTRUCTION FOR SEWAGE EN JUNE 2 1 t +- + + + + + + + + + + + + \ / / \ �j• � � � � rT� � I � (� } TABLE 4B APPLICATION RATE = 120 6AUDAY/SF. ON JUNE 26 2018 ' t _ +++++( + + + + + + + + + + \ I8A2x ( ONO; �-� _ N O Z O PROP U/6 WATER SERVICE w w DISPOSAL SYSTEMS FOR OTHER � + + t t t + + + + + + of NEVI'YOLK CIV THAN SINGLE-FAMILY RESIDENGE9- � ,'Fr, I- EXI5TING WATER MAIN k, I/A OWTS UNIT CALC: DATED 12-2q-2011. + + + + + t t+t+++* + * ++ ++ \ZQ r \ , O. 1450 � ►--•I \` •OWNERS AND INSTALLERS ARE TO 1 �', + + ++ ++ CL +**++t+ t +t++t *�``* �\\, `��, / / ��'p Pr LP� \ �� �� W (n Q (L Q Q EX1511NG OVERHEAD UTILITY LINE: „ „ FORA 2 BEDROOM FAMILIARIZE THEMSELVES WITH + 1 �\ / x18.42 x19.9 OWNER CARE OF SAN. SYS: �- lLl IY tL 800-M-4480 8 1 51N6LE FAMILY RESIDENGE PER 5.G.D.H.5. SECTION W.l -GENERAL \ \+ + + t µ, + ++++++++4'+ ` < PROP.U/G E_EGTRIGAVGOMMUNIGATION • PROPOSED SANITARY DESIGN FLOW: 220 6PD REQUIREMENTS,XV1.2 -I/A OWTS � ` +` ++++++ 4A.+ 1 „' +�+ + + + + +\\� lb r r/ +� • FORMULARIZE ONESELF WITH THE Z Z = O 5ERVICE LINES: uo us � L* •• 2 BEDROOMS @ 110 6PD/BEDROOM =220 6PD o + + + + +14+ + + + + / 4, + MANUFACTURES REGOMMEMATION5 FOR Q O MINIMUM DESIGN REQ MNTS AND O. � + '+ + �,• www.dignetnycli.com • USE(1)HYDRO ACTION WASTE WATER TREATMENT PLANT SECTION XVIb-ELECTRICAL �, t f PROPOSED 50' + 18 / CARE OF SANITARY COMPONENTS. _ O or www.call811.com PROP05M SANITARY SYSTEM- HYDRO-ACTION •• USE MODEL No.AN400,GRAVITY SYSTEM REQ MNTS. THE AFORE MENTIONED + + + NDN-D15TURBANGE BUFFER \ 16 ''' • PRIOR TO ANY FUTURE SITE WORK ALWAYS [^I CL (for other states) O COVER T06RNJE AA OWTS -� PT •• TOTAL TREATMENT GAPA TTY: 450 GPD SECTIONS OUTLINE MAINTENANCE AND ��, * t ++ AREA TO REMAIN ++ � ; ; � PROPOSED ERECT CONSTRUCTION FENCING 8'BEYOND F••a � LU A- �# N \ O\ •• TOTAL WORKING CAPACITY: 1215 6PD GARS OF INNOVATIVE AND + *, NATURAL AND UNDISTURBED 1+4 + - O �� \ t + * PORCH AND STEPS THE PEPIMETER OF THE WASTE WATER Z �/ N DOVER 8LW GRADE `/ •• FLOW RANGE: 50-450 6PD ALTERNATIVE ON-SITE WASTE WATER \ e + * /6 ' W/RAIL TO CODE TREATMIE4T UNIT TO PROTECT THE Z N By law,excavators and contractors LIQUID SURFACE AREA: 34 5Q.FT. TREATMENT SYSTEMS REQUIRED BY + �+ + + + + + + + + \� / 3'x4',AREA. 12 SQ.FT• 7 -J I •. + + + + + + + + + COMPONENTS 5 VEHICULAR DAMAGE. O •� U O working in the five boroughs of New York LEACHING EXPAN510H 12 + �$5 o x City and Nassau and Suffolk Counties on POOL _ POOL. - TE5T HOLE SEE DETAIL FOR INFORMATION,DWG SP2 S.GD.H6. \\ p��++++++ + +++t+++ +++ + + ++++ • * / / Long Island must contact DigNet, l 1 MAINTAIN REQUIRED SEPARATION D15TANGE5,TH15 DWG o + + + \ * + PROPOSED (v O EXIS?1N6 UTILITY ROLE ��, \ t 1O- + + + + + + + BILGO DOORS CJ 1-800-272-4480 or 811,at least 48 hours LP EXP / f \\ + + + + + P +�+ + + 14 Fg\ ` BASEMENT ENTRANCE 5GpH5 REF. No.: N N but no more than 10 working days \-' CONTROL PANEL REQUIREMENTS: SANITARY LEACHING POOL SIZING: �',r �, ` + +++++ + ++ ��" 1�, , + + + ���P PROPOSED w ~ \n (excluding weekends and legal holidays) PER S.C.DJ4.5.DIVISION OF ENVIRONMENTAL QUALITY \�' � �4"t' +� + + 1, + + p0� c�\\�% ���e�,. PROP05ED 1l- prior to beginning any mechanized digging FROPORD STORM DRAINAGE 5TRUGTURE5: 1.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A + +'� + \� + 2 STORY FRAME DWELLING O O •: SUITABLE PEDESTAL WITHIN VIEW OF T}IE SYSTEM THAT IT STANDARDS FOR APPROVAL OF PLANS AND GONSTRUGTION FOR \ 2 \ + + \ \ \ O N or excavation work to ensure underground �' SEWAGE DISPOSAL SYSTEM FOR SINGLE-FAMILY RESIDENCES +++ ++ + ++ + ++++++++ * / ti� P WOOD DECK 9 5TORMWATE R LEA(HIN6 POOL / 5D SERVE-a.CNTRL GNTR AND BLOWER SHALL BE MOUNTED 35 \ti t + + + + + + + �+ 15�C,� D.EL.@ 22.92' FBASEMENT ED. M 23.0', 2 BEORM Z lines are marked. Excavators and 11 DATED: DECEMBER 29,2017 Gy l + CLD - linescontractors can also submit locate (SEE DW5.FOR DOVER REQMTS) l J ABV FINISHED GRADE MIN)OR ABOVE BFE PUNS 2.0 � O \ \ � � \ ++ ++ ++++++ +* W\� O � (p requests online,through [TIC. If you do not O OPEN DOVER TO GRADE \-' FREEBOARD,WHICHEVER 15 HIGHER. REQUIREMENT PER TABLE 4: 2.EXTERIOR PANEL NNA 4X SPECIFICATIONS)PLACEMENT a \ + •+ + t t t + + + 50' WETLAND OFF5ET LINE �p '� 1 currently use ITIC, please:call O SOLID COVER TO GRADE ENABLES THE SYSTEM TO BE SERVICED AT ANY TIME, MIN. LEAGHING SYS. FORA 2 BEDROOM RES. PROJECT O \ +` + + + + + E a U Q 1-800-524-7603 for more information. SOLID COVER BROW 6RADE ELIMINATING THE NEED TO ACCESS THE INSIDE OF THE MINIMUM SYSTEM (300 SQ FT 51DEWALL AREA) W \$o + �+%++t t +t �•1 PROPOSED LIMIT OF CLEARING, GRADING EXISTING BUILDING. MIN. 50% EXPANDED SYS. (450 50.FT. 510EWALL AREA) w \�\ ZONE X 1++•. c t �j��O AND GROUND DISTURBANCE. �f For safety reasons,homeowners are FINED FLOOR OVATION F,FLg,= SPOT ELEVATION xb.0 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT _ 1 + ++ ` �Q P�P� ! O� ApR 3 0 2021 PAGE strongly encouraged to call as well when 6A5E5 AND MOISTURE FROM REACHING THE CONTROL PANE_ SANITARY LEACHING POOL DESIGN: \ \ + V 'Z1�• PROPOSED ' PROPOSED OR JUNCTION BOXES. planning any type of digging on their 6ARA6E FLOOR ELEVATION 6.FLJ3.= SPOT ELEVATION x9.0 ���2 Homeowners can contact us U 4.SYSTEM SHALL BE EGVIFP®WITH A FUNCTIONING WARNING ZONE AE \ property. SYSTEM WHICH WILL ACTIVATE AUDIEfLE AND VISUAL ALARMS SYSTEM REQUIREMENTS: Fp >r;1,tiRtfic' ,o ,,,� directly at 1-800-272-4480 or by calling EXISTING CONTOUR 6_ THAT CAN BE READILY SEEN AND HEARD BY THE OCCUPANTS 300 5Q.FT LEAGHING AREA /25.0' 5Q.FT./1/ERT FT = 12.0 VERT FT ; (EL 7) -� SANITARY SITE PLAN ��,, ; �j.-';r 1r>,E.r, 811,the national call before you dig USE : I - 8'lP POOL x 12.0 EFFECTIVE DEPTH -_"-` - - --- OF THE BUILDING SERVED. (� EXI5TIN6 I STORY FRAME DWELLING number. For excavation work completed on EXISTING CONTOUR 5.FRE55UPJZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH W TO BE DEMOL15HED AND REMOVED personal property, it is the contractor's TO BE REWORKED: b "" MEANS OF CONNECTING A PORTABLE GENERATOR TO - responsibility--NOT the homeowner's--to OPERATE THE SYSTEM DURING A POWER OUTAGE. LEAGHIN6 AREA REQUIRED = 300 50.FT. OF 51DEWALL LEA( ALL MATERIAL/DEBRIS TO BE HAULED TO 11117:711 SPZ contact DigNet. Having utility lines marked PROPOSED CONTOUR b. ANY BLOKE R5 LOCATED OUTSIDE OF THE I/A OWT5 UNIT MUST LEACHING AREA PROVIDED = 300 50.FT. OF SIDEWALL LEA( LAND N/F OF \ AN APPROVED UPLAND SITE 20 10 0 20 40 = prior to digging is free of charge. 6 BE PLACED ON A PAD(CONCRETE,PLASTIC OR FIBERGLASS) pIBG SGDHS APPRO\ /AL AREA: �', \ GRAPHIC I" 201-0" SCALE AND HAVE A SOUNDPROOF ENCLOSURE COVER. LOCATION FOR 50% HAS BEEN PROVIDED PUBLIC WATER Of 4 SCDHS SET i PROVIDE 20 AMP BREAKER NOTES: (2)2x8 x(LENGTH TO SUIT) ACO O /� O o 0 PUMP/(OMPRE-55ER POWER CIRCUIT PROVIDE GOVER5: HORIZONTAL CRO55 ME�IBER5(TYP) IN MAIN ELEGTRIGAL PANEL I. PIPE JOINTS TO BE SEALED W/ ASPHALTIC MATERIAL OR EQUAL YU�EN REflUIRED TO BE SET AT FINISHED GRADE IN PROP05ED BUILDING FOR 6 G I I U5E: f \ GBI MI 2.USE ENDCAP TYPE LEVELING PROPOSED I/A OWTS HEAVY DUTY,WATERTIGHIT,INSEGT-PROOF USE(4)YZ 0 GALV LAG BOLT W/ "°"�° "' "° I I DEVICES(TYPICAL) ADJUSTABLE AND LOCKING CAST IRON FRAME€ I I I BLK �1 BLK BLK GALV.WASHER® HEAD z LI LI SPI FUME PUMP ® 5N65: FINISHED 6RADE COVER(GAM'BELL 1182 G OR APPROVED EWAL) I AK-08D9217-1 (TYP B EA P05T) • I/A OWTS • BUT WHT MOTOR 15.0 FLA. ,� < /:: \/ \\;�/ ELECTRICAL O a D INSIDE LID VIEW N N N \, \ \ ❑ ❑ E i ; 12tr x 14r ; O„ ON ON ON ON i NOTE: ENCLOSURE HINGE TO THE RIGHT I I BAFFLE REf:i11RED IF .-- . `'' ❑ n. 682 M2 GSR 6 LOOPS �/ INLET PITCH EXCEEDS -= ° 4x4x8'LG AGO TIMBER POST ❑ ❑ 8 1�"PER FOOT MINIMUM COVER 36' BELOW GRADE RE coma PAHBBOX BLK BLK BLK 4'0 SDR 35 PIPE, •° °"°�"^^ " �" RPI REGIRG PIMP RATINGS: INCASED IN POURED GONCRETE IN MJ5T BE PLACED GU 5M ON OFF OFF OFF OFF OFF rL I ° MIN.SLOPE_�'/LIN FT A 93TMU PEDE5Tk WITHNI n oe m a ® ® w � P�{p 3/4HP® 115V 12 DIAMETER SGNOTUBE.(TYPICAL) LL �[ WHT WHT MOTOR 15D FLA ALL OUTLET PIPES SET 0 SAME X VIEK OF THE SY5TWTHMT IT N INVERT ELEVATION 5MVE5.C04MC-OBUBt 1 � Obi�f�i0�i�LLF j Q StUV L BE t ICUNIID 35'ABV 'R I I ; N v �BIS,MOCIRRE IEM Is GB3 M3 ° BLK INLET(5) ^�. MPI MIXER PUMPRATIN66 - oUTLET(s) ❑ 4 0 SDR 35 PIPE, I v 0 Ip 3/4HP® 115V O �' WT MOTOR 15D F.L.A. MIN SLOPE =Ye'/LIN FT , a n a rz N ALL INLETS PIPES SET4 ° SAME INvmr ELEVAf M•'•': '•' BACKFILL SAND OR '. o a o 0 1771 ■ *LABELS ON OUTSIDE OF LID 'N ', o i I 7. PEA 6RAV>3(12 MIN); ': D its rr aL3 � � c,� ,I �i3MM 664 a z �T4g1` h II �� h II �IF191 GI COMP OMP.RI�T�: TYP. PRE-CAST DISTRIBUTION BOX /�� ' I b ���//���\ 0 � °1 \x\ s WHT N MOTOR 5.4 F.L.A. NOT TO SCALE I ✓ I o s o a o o s o CPU NOTE: ALL MOTORS MUST HAVE :o IS\ Q Q ELECTRICAL ° I ° G 4 INTERNAL OVERLOAD PROTECTION. m ����� ,� � ® ® � 1119 '<SCHEMATIC DIAGRAM �rn , 4 1 91 N R' N PI N cI N 1 2 3 4 5 6 � I RED(ulu!mR E &MBER( -an CREEK(HI YERF� i rw�tl°�T rwttrvr�) r�ar�� I ol���oGa� 18IN� • FLOAT SWITCH TO BE RATED 2'AMP AT 120V BLU I 2 LRI-GI REDMH M1 WHT MINIMUM. PROPOSED 'Ht FRAME DETAIL • MAIN PANQ..D15GONt�GT MUST'BE PROVIDED BLU I 2 LRI-02 PINK/HH I I • DASHEDBY INSTALLER. LEERLINES INDICATED ITEMS NOT M2 WHT (5TRUCTURE FOR I/A OWT5 CONTROL PANEL MOUNTING) CONTAIN IN THE PANEL. SCALE: NONE • REQUIRED TORQUE FOR TERMINAL BLOCK PINK/WH C A SCREWS IS 16 IN-LES. REGIRG RUNNING • FIELD WIRIN6 MUST BE A MINIMUM OF b0•G BLU I 2 LRI-03 YEL/HH WHT �� COPPER WIRE. M3 FINISHED GRADE O / O o 0 YEL/WH CONCRETEGMIXER RUNNING G LEACHING POOL CONSTRUCTION CRITERIA, 2' iv I.FOR AREAS ON SAND AND GRAVEL,THE M516N OF BLU LRI WHT I N THE LEACHING FOOL SHALL BE BASED UPON A LRI-04 MAXIMUM LEACA45 RATE OF 15 GALLONS OF SEWAGE BLU RED CONCRETE 'v PER DAY PER 5F.OF 510SAALL AREA I6 PLG INPUT CHIMNEY 20" /j� 2.LEACFNNs POOLS ARE TO BE C.ON`TRIX.TffD OF AS-I MIN �\j�j\\ PREGA5T REINFORCED CONCRETE OR EQUAL) BLU PINK ------- // LEACHIN6 STRUCTURES,50LID DOMES 4/OR SLABS. tN C F Fli \ NEW 20 AMP, I POLE BREAKER DEDICATED TO FROM UTILITY 3.LEACHIN6 POOLS SHALL BE A MINIMUM OF 10 IN OUTSIDE DIAMETER. HYDRO-AGTION CONTROL PA PROVIDER \ g INCOMING m A-! d) BLU 5 6 RED RUN AUD. ,' MIN 4 DIA © 4.ACCE55 OFERN66 WITH A MIN.DIA OF 20'SHALL 120 VOLT, I0 SERVICE TO 5ERVIGE • ALARM APPROVED © BE PROVIDED FOR EACH POOL. 1 I-- PIPE PITCH I 5.ALL GOVER5,I+EN.NOT REQUIRED To BE BRarcw HYDRO-ACTION CONTROL PANEL (DETERMINED O w N ORG BRN „ „ I TO 6RADE,SHAL_BE OF PREGAST REINFORCED (2$6,#b IN I'PVC PIPE) BY OTHERS) Z HWA MUTE \;'`; Y8 PERI-0 >� CONCRETE(OR EDt1AL).GONERS OVER 3'0 ARE NOT o�� o 9 ..1 _ - :.:\ 7` PERMITTED T;nn n rr T (� 1'(, .. O BLU 6. ALL CAST IRON GONERS SHALL BE SET AT FIN. HYDRO-ACTION HYDRO-ACTION UTILITY � TEST ': - r rr'''' F-�•1 �l- �- X p . � � � GRADE,BE LOCICIN6,hIATERr16HT INSECT-PROOF e AERATOR I/A OWTS MAIN BUILDING SERVICE ALARM I GOLLIAR 31MIN. 1 \\//\ AFPRov®FOR SE>�AeE USE. ELECTRICAL GIRGUIT BREAKER METER O \\ '� 3 < LIGHT � i/\ CONTROL PANEL PANEL oRc � � � RED BLK RED WHT 12'1 L x 14'fi O Z LU I ©� 1 /\\/ ELECTRICAL NOTES- EXI5TIN6 6ROUND ROD O ENABLE I. BURIED ELECTRICAL POKER GONDUIT5 SHALL BE A MINIIHUM OF 24 INCHES BLU I YEL 11 PLG INPUT ��M \��% 2. ELECTRICAL WORK O PERFORMED IN ACCORDANCE WITH NEG. Q Q „ I 3'MIN TO SUITABLE COVER \// 8-O END TO GRADE OVERRIDE <\'/� m RECORDS ELECTRICAL ONE-LINE DIAGRAM ,�/ BLU 3 L4 YEL/WH I2 PLG INPUT �'\\ GROUND WATER GSR �" SCALE: NONE BLU INK 14 PLG INPUT DEPTH Q Lj -i (BACKFILL TO BE GLEAN SAND >_ -----5-DER PIPE F�'�•iLU AND 6RAVELJ z � � • TIME DOSE v TAN PLG INPUT _ 2 30 ELBOW NOTE: ADDITIONAL GLEAN OUT SHALL TYPICAL $ SP1 N RP1 N P1 N C1 N 1 2 3 4 5 6 0 - - - - BE PROVIDED IN INTEIRIOR OF BLDG, BLU NO HOUSE TRAP SHALL BE PROVIDED 4 10 EXTERIOR IMEER, DEMAND ELEVATION , PER IRC 2015,P3201.4 s TYPICAL SANITARY LEACHING POOL (LP) �Y� �� 0,� CLEANOUT �P r m 3 m 3 � m m o o c SPRAY ^ TAN 18 PLG INPUT /< ''�p~-p < � 3 NOT To SCALE 0 5 1 � - - s i . 9, ¢ a ',,f r�L, a a. ' a " W W " " a a a I V`11 NOTES: 60 WYE .,'���;r .Yi{.�f�} s E s s J a : X _ 3 PROPOSED �, �, cr I.FOR GLEANOUT(S)LOCATED IN TRAFFIC AREAS, [n 1 W PROVIDE WITH TRAFFIC,BEARIN,FRAME AND DOVER 2 STY 0). CIL o 11,11 2.FOR USE WITH BUILDING EXTEN510N5WO ECTION5. 2 BEORM OWL6 CONNECTION DIAGRAM MAINTAIN 5%6RA0E: FFLEL.23.0' o o �- A MAXIMUM 5%SHALL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY 193 REQUIRED TORQUE FOR TERMINAL BLOI,K SCREWS IS to In IF A RISER COVER WEIGHS LESS THAN b0 LBS,A SECONDARY W1 BASEMENT FROM THE NEAREST EDGE OF THE LEACHING POOLS BEFORE TAPERING OFF SAFETY LID OF DEVICE SHALL BE PROVIDED. TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE OR EDGE OF �.�... •` THE SLOPE(EQUATES TO MAXIMUM DROP OF 12'OVER 20'HORIZONTAL) PROVIDE COVER: JEFFREY T. EiU11ER, P E. WHEN REQUIRED TO BE SET AT FIN.6RD� 2'm PVC, PROVIDE GONERS: PROVIDE COVER5: USE HEAVY DUTY WATERTIGHT WHEN REQUIRED TO BE SET AT FINISHED GRADE U5E: VENT PIPE CONTRACTOR TO PROVIDE � WHEN NOT REQUIREID TO BE SET AT FINISHED GRADE USE: IN5EGTPROOF ADJUSTABLE AND LOCKING C.OMECT TO THERMOPLASTIC,GONERS-LOCKING WATERTIGHT, °� •PRECAST REINFORCED CONCRETE COVER(OR EQUAL) 25 CU.YD5 OF RATEABLE 501L FOR CAST IRON FRAME € COVER(CAMPBELL H�STAG THE PURPOSES OF REPLAGIN6 IN5EGT-PROOF,FLAT,SKID PROOF,BE APPROVED FOR SEWAGE O ° 1182 G OR APPROVED EQUAL) USE 4 HAVE UV PROTECTION PROP05ED _ UNSUITABLE SOILS WITHIN THE GRD ® BLDG = EL. 18.42' 397 GAL. T TANK NITRO I Ex15T7N5 GRADE OVER L.P. PROPOSED LEACHING POOL COLLAR. Z O v PRE-TR TANK REDUCTION TA ° ,, 1PROPOSED 6RADE ' '\\/\\\ \ \/ \/\ ;/\ EL 1434 MAX PROPOSED GRADE OVER ATU e EL. 18.92' c.o. OVER DB m EL.18A2 Z r`! N \; \\:\ \ \\ \,\\,\ \ /\ \ \ \ \• \\,\ \- \ \ \ \, \ \ \;\ �j // i //•// // // ////.//• /\\1�Z��/\\/\\\ \\ \\/\\ \\ \\ \\ \\ \\ \\ EX. GRD IS.O EL. 115'-TD.'SM'SOIL RIBBON \ TD.SLAB: EL 17 34'' \ ; \�\\\\\\'\\ \\\:,\\\\\,� \\ \\\,\\,,\\\\;\ • ,/'//'// //\/ //,/, / //,,,, // / / \\ \\ \\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ \\\\\\ \ / //u� / J Q • �s �.. .�� /i,;i,/j , //\�//\ ,/\�,,�/\/\ DPi • , \I.E. 6 DBS=:,\\/\\/NATIVE%\//\\//\//\\%\\//ice\� \/\ - /�/\ 1\/i\./i�/ \/\/\/\/\ \ \ \ \ \ \ \ \/ < (-4 _ >� L I6 6 1 i 7 I 1 7111 i I i ----------- ----------- I ( III /i�!i\. ' /i-i`i.; . q STweurbN % E\., . 3 ��!\\ \\r\\,\\, } NON-RATEABLE SOIL 8.0.5LAB: EL. Ibb4' %�::�` �!\�!`. �� cv l EXP BOX LINE W = (v ~ Z Y " \'\\'\\'\\EX. GRD ®, / F- O PALE SILTY BRW SAND I - ,, ,, , / I II ,., \, \,; .� y'4 SDR 35 FORT PIPE, i\/\/\/ /-� I- °\ III /\ \ . \/\;.\\//�\//. //.�//. /%�/% II II II II I \/\�//,\//, /.:/j /�` //\\/\\//\\EL. 11.0' \1 F--I C17 Q� ( DWLG TO PT 10.08 LIN. FT,\ \ \ \ \ \ M SHALL BE REMOVED 4 '\/,�/,\/, �,\/, /; ,O.E. ® A.G. 1 1 , LE. ® PT. / / / / / / / -� PLACED hrr RATEABLE LP I I I I I I I I I • \/\; /\/\/� 11 1 I 11 11 1 1 \ _ a m tL \, ,\\/\/\�= A•�• /\,- EL. 1682 ; , MIN. SLOPE =Y4 /LIN FT ,\\/\\/\\/\\/\\/\\/\\' O.INV® 11-1 W I (� 501E 5W'OR'SP'PER LEACHING POOL I I I / /, / EL. I6.?2 :// II II II U / /:• / / / /r./,/,/ / ASTM STANDARDS LE. - EL. 16.34 I I BA.oe=EL.158' /\\�����\\/\\/\�j\�j\�j AIDE�A'1['I[®RT j\/\j\� ; \� �'10.08' LG x y4' = 252' _ ;\\ NATIVE \j\\�I DWL6. = a/ v Q PLG GNTRL PNL hV HPBO CONfRE550R (I OF I) - II II /\/\/\'\,i / /\// %/ / AND BLOWB2 TO BE INSTALLED REMOTELY I I _ z \\/\\/\\/\\/\� II II C >ER \ \\ \�\\ :;;;;\ 0.21' MIN SLOPE \/�\�UNDISTURBED\\/\\ EL. 11.03' Z W = Q (5EE 51TE PLAN FOR PROP.LOCJ POhF32 LINE AND MISG.CONNECTIONS TO BE EL. 14.5 8.0.5M 501E RIBBON I I I 1 I I I I I I 'I O.E. = EL. 16.43' Ty 4') 5DR 35 XPORT PIPE, �\//�����/�\�/ II III IP.T. �� NATIVE / �;'/> /;% ,: i r; /,,�\�//\�/\�/\ 501L \ /%\ � Q EL. 14.5 TD.'SG SOIL RIBBON o • \/\/\ UNDISTURBED MODIFIED A5 REQUIRED TO ACCOMMODATE REMOTE I i PER SCAHI5 STANDARDS FOR APPROVAL OF I I I I I I I N FROM AG TO DB, %\// II II ; / /\ / / / / / / /\/ f - < 1 1 NON-RATEABLE SOIL I I I ( � �' SOIL �� ;/\\/\\/\\/\\/\\/\\/\\�\\' h---I LOCATION OF OP5 CONTROL CENTER AS SHOWN ON PLANS AND W145TRUGTION FOR 5E34A6E REPLACE 8.08 LIN. FT. MIN.SLOPE = II % i \i / / /\// /\//\//\//\j\�� O BRW CLAYEY SAND i DISPOSAL SYSTEMS FOR SINGLE-FAMILY • 7Aj /�/ /�/�/ . \/\/ \/\/ / / /\ Z a/ W # N �( SITE F1AN UNSUITABLE 501E hV 4 5DR 35 XPORT PIPES FROM �� II II 1 y\\j\\j�/\\/ \i\\j\\j\\j\j\\j\\j\\� 'SHALL BE REMOVED 4 RE5II7BdGE5,12-2(4-2011 I 1 1 Y8 /LIN FT /� / - O TYPE SP OR SW PER DB TO LEACHING POOLS II 11 11 �/\\/\\�\\/\\� \/\\�\\/\\/\\/\\/\\a Q+ F- fY Z --� • REPLACED W/RATEABLE - - - - - - - - - ASTM STANDARDS 8.08 L6 X y8 L01 II II 1 I II \//\//\//�/i /'�.//\, SOIL 'SW 0R 5P PER SECTION 5-IO6.A.4. O < v J I ') 8.08 LIN. FT.,(WORSE CASE) o.oa' MIN SLOPE �i\�'\\i\� ASTM STANDARDS WHEN INSTALLIMG L.EAGHIM6 5TRUGTURE5 MIN.51-OPE =Y8" /LIN FT / /�\\/ O m 2'PVC Vett LIRE _ III I I I I I I I I I o p _ (TIE INTO BLDG VEHTf STACK) N I �\LL .I\ J UNSUITABLE SOILS SHALL BE REMOVED 5.06 LG x N' = 1.01" = O.Oq' MIN SLOPE - - \ U- s - EL 115' -BD.'SG'SOIL RIBBON%/�/% AND REPLACED WITH SAND AND i'i ` //�'i \`/%\/%`/`//\`; \\\\\//\/ C� T,n Q V "NF i\\ `\ • \% \ �\ \, GRAVEL,ACGET'TABLE TO THE \\ \� B.O.BCHAMBER® EL. 1152 B.O.f�.T.a fL.,ll52 \ \ \!` U n{ ' / // //�'/\/\/' //\// DEPARTMENT,ATHREE-FOOT COLLAR \//\//\ //\//\// ./i�/ I� \ � �\/\\/ NATIVE 501E \/\/\/\ ](�(� ON AMMO O LL INSTALLATION -++-- II -� � \ �\� ;1:\i�j ; EXTENDING WWN INTO A MINIMUM of \i\;%TYPE SP OR SW'i��\\/� REQUIREMENTS: 11 II 11 III II II !/\/3'-O"RATEABI E \//\ \/ /�// / I I I II I II % %/% 501E COLLAR '\//\\ 51X-FOOT STRATA OF ACZEPTABLE �., \/\\/TO BE RETURNED.\/\ ADVAMED TPYA• T jj�U` App +1 N Q) O I.THE I/A aTIS TMK SHAD. AC. � I II I I \/ SAND AND GRAVEL. \/�'P05T EXCAVATION\// H f I1 3 0 VZ 1 d- BE IF5TALL.ED AT LES IN ALL DIREGTION511 UTH A 1 "flOY II I \/•\/i\//\\//\\//\\//\//\//\\//\\' \\�/\��%\�/ /\�%\�/\'<. Z MEWNJNt TOLBRANOE IN 11 Cff3fAl�lEICB II II \\•�\<\\%\,i�: \: \ '\\' z ANY DIRECTION OF VOLAE P.T. NATIVE 501E \\ \\/\\/\\/\'\\/\/\\/ Q QUARTER INGI+101V A ,� ��pIIp, II II �j�// TYPE 5P OR 5W //\ \/'\//\\//\j/\///\///\j Roar. Tru 1tec�' -7 MINIMIM�INGH nflr.KBED II I \,; TO BE RETURNED ;;�, ;;;�/,\\,\\/ �\ PROPOSED SANITARY RISER DIAGRAMNet frv�iwY <�,,, �ol�� wrr7 www.dignetnycli.com _ OF PROPERLY LEVELED TANK I I II I �`POST EXCAVATION \\ \\/\\�\\/\\/\\/ ^ ' or AND COhf'ACTED SANS \/\/\/\ �FROM ROuc5)Oil I 1 II I \ \\ \� �\/\\ \ \\\ \\/�/�/\\/\< 1 \j j\\/ INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYS. PEA 6RAVH_ � \ POOL a EL \ N \\ \ GRAVITY SYSTEM (`/I / 800-2�2-�}�80 811 (for other states) PAGE: 41=iz 0� \ j �j\ i%\/��%j�jj/j//� \ j '�E' �� y gin the five For safety reasons,homeowners are strongly B law,excavators and contractors working \ \\\\�\\ \\�\,- >\� \ \\ \` \\ \� \\ \\•\\\ \\\\\ \\\ \\ \\ \ \ \ boroughs of New York City and Nassau and Suffolk Counties encouraged to call as well when planning any type of X/'\ j ,r- // /i�%i�//\//�/i�/i� 8'DIAMET�:/i�/ /i ✓',!',✓i,: /. .//�//�//�, \ \ \ \\ \ \ \ \; \/;\ on Long Island must contact DigNet,1-800-2724480 or 811,at digging on their property.Homeowners can contact 35 I I 55 I \ \ \ \ \ \ \' \ `\ \ \ \ \ least 48 hours but no more than 10 wnrkin days(excludingus direct) at 1-800-272.4480 orb calling811,the / \' i weekends and legal holidays) riot to beginning an national all before you dig number.For excavation \ Y P 9 8 Y HYDRO-ACTION WASTE WATER TREATMENT PLANT \/�\\/!\ /\/�\i/\//\//\//\/r\\ \ \/��/\�\ NATIVE j�/j�/j\�/j�//� mechanized digging or excavation work to ensure underground work completed on personal property,it is the /\// /// / \ SP3 // UNDISTURBED 501E j\//\\//,//\j/ lines are marked.Excavators and contractors can also submit contractor's responsibility--NOT the homeowner's--to MODEL LA0. AN400 (GRAVITY S(STEM) \,\\ \ \\,m \ ,\\,\\\; , \�\\ \\ ,\ \ /,\, \\/\\\-��\\/�/.���,\\/\\/\\//\\/� locate requests online,through ITIC.If you do not currently use contact DigNet.Having utility lines marked prior to SCALE: NONE \//�/\\i \�,_GROUND WATEtR EL.L0 PER TEST HOLE /\\//\\'/\//\\// /\\//i/\/�\// ITIC,please call 1-800-524-7603 fnr more information. digging is free of charge. //i i j'HIGHEST EXPECTED 6ROUND WATER EL 134' </i%ii'/j'i\����%!'\/_X of 4 S CDHS SET 'I 50' MIN. WOVEN WIRE FENCE (MIN. SYMBOL: PROFILE MOUNTABLE BERM (OPTIONAL) PPAIVEMENT 14 I/2 GAUGE W/MAX.6" MESH SPACING) x x 3 / 36" MIN. LENGTH FENCE P05T5 10' MAX. G. TO G. DRIVEN MIN. 16' INTO GROUND. EXI5TIN6 �\ FILTER z_ GROUND-/ CLOTH 50' MIN. PLAN VI&l HE16HT OF FILTER EXISTING = 16" MIN. GROUND o ���0 � �77 z 12'MIN. EXISTING PERSPECTIVE VIEW PAVEMENT GON5TRUGTION SPECIFICATIONS I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05T5 WITH WIRE TIES 36' MIN. FENCE POST z OR STAPLES.P05T5 SHALL BE STEEL EITHER WOVEN WIRE FENCE (MIN. 14,x'2 o 'r'OR v' TYPE OR HARDWOOD. GAUGE W/ MAX. 6 MESH 2. FILTER CLOTH TO BE TO BE FASTENED SPAGI N6) W/FILTER CLOTH-I( CONSTRUCTION SPEGIFIGATIONS SECURELY TO WOVEN WIRE FENCE WITH TIES o I. STONE SIZE -USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24"AT TOP AND MID SECTION. 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A 51N6LE RE5IDENGE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WIRE,12 1/2 GAUIGE,b" FLOW z 3. THICKNE55-NOT LE55 THAN 51X(b) INCHES. MAXIMUM MESH OPENING. L_ UNDISTURBE 4. WIDTH- TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINT5 WHERE INGRESS OR EGRESS OGCUR5. 3, WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN GROUND TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. EACH OTHER THEY SHALL BE OVER-LAPPED BY 5. FILTER'CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO F'LA(IN6 OF STONE. SIX INCHES AND FOLDED. FILTER CLOTH COMPACTED 501E L—f 6. SURFACE WATER- ALL SURFACE WATER FLOWING,OR DIVERTED TOWARD CON-CONSTRUCTION ENTRANCES SHALL BE PIPED SHALL BE EITHER FILTER X,HIRAM IOOX, ACROSS THE ENTRANCE.IF PIPIN6 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTED. STABILINKA TKON,OR APPROVED EQUAL. EMBED FILTER CLOTH 3 1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFAB, A MIN. OF 6" IN GROUND. ONTO PUBLIC RIGHT5-OF41AY,ALL SEDIMENT SPILLED,DROPPED,WA5HED OR TRAGTED ONTO PUBLIC RIGHT5-OF-WAY MUST BE ENVIROFENGE,OR APPROVED EQUIVALENT. REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED AS b. WHEN WASHING 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAIN5 INTO AN APPROVED NEEDED AND MATERIAL REMOVED MEN SEDIMENT TRAPPING DEVICE. '13UL6E5'DEVELOP IN THE SILT FENCE. SECTION VIEW 4. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH U.S. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE NATURAL RE50URCE5 CONSERVATION SERVICE SILT NATURAL RESOURCES CONSERVATION SERVICE CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE SOIL FENCE WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE 2"X4" WOOD FRAME STAKE FINISHED GRADE to FABRIC 3� i ' COMPACT FILL _z_ o DROP INLETI1=1I I k____ II m —1111_-11m ELECTRICAL SERVICEC14 411 WITH GATE FRAME ;12' MIN MIN I =1 GABLE IN CONDUIT: ^� i� ` I T.O. CONDUIT y y 200 AMP (2" CONDUIT, MIN), 320 AMP (V'2' CONDUIT, MIN) S BURIED FABRIC _ a r— PROPOSED 6A5 SERV. 400 AMP (4" CONDUIT,MIN) z (�/ ELEV OF BOT. OF LINE WILL BE II � ll"`U��� DETERMINED BY 51ZE OF SERVIC -11 = E COMMUNICATION ~� F.-y F .. UTILITY PROVIDER SUPPLIES ,�� �_ W (() x (TV 4 TEL) GATHER EXGE% a < AT CORNERS I X Z LI-. UTILITY TRENCH DETAIL �� p NOT To 5GALE m = OLU (--ON5TRUCTION 5PE(I1FICATION5 I.FILTER FABRIC SHALL HAVE AN E05 OF 40-35.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. O O 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE REINFORCED GONG. 5LAB,6'x6"xl0"WWM NEXT STAKE. r4 N (U5E CHAIRS) 3.5TAKE MATERIAL5 WILL BE STANDARD 2' x 4' WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. F� m 4.SPAGE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 0 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FII TEP FABRIC FOR SUPPORT. �O r x 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW 6RGUND AND BAGKFILLED. IT SHALL BE SECURELY FASTENED TO THE E T x ° ;X x a X •—r x , STAKES AND FRAME. F-y b.A 2' x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE C4;ZE5T OF THE FABRIC FOR OVER FLOW 5TABILITY. w LU TYPICAL SLAB DETAIL MAXIMUM DRAINAGE AREA I ACRE f---� FOR GENERATOR AND AG EQUIPMENT U.5. DEPARTMENT OF A6RICULTURE FILTER FABRIC SCALE: N.T.S. NATURAL RE50URCE5 GON5ERVATION SERVICE DROP INLET EN I"EER' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION I': NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE PROTECTION �0 � / w 'h w m ' Z ' r / www.dignoe'nycli.com of N II Yrz CIT www.ca11811.com �\ ✓ 493 <. q L NI ) SAP (for other states) STABILIZE ENTIRE PILE I -t� WITH VE6ETATION OR COVER 2 800-2�Z-��80 811 SLOPE OR LE55 JEFFREY T. BUTLER, P.E. By law,excavators and rontractors working in For safety reasons,homeowners are strongly the five boroughs of New York City and Nassau encouraged to call as well when planning any Q u w i u and Suffolk Counties on Long Island must type of digging on their property. contact DigNet,1-800-272-4400 or 811,at least Homeowners can contact us directly at Q W 1), Qv \L1 � J' 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the Z i i t i i i ,i, ,i, W (excluding weekends and legal holidays)prior national call before you dig number.For � to beginning any mechanized digging or excavation work completed on personal � IV W W y J W excavation work to ensure a,derground lines property,it is the contractor's IV .i, are marked.Excavators and contractors can responsibility--NOT the homeowner's--to O V also submit locate requests online,through contact DigNet.Having utility lines marked z IT C.If you do not currently use ITIC,please prior to digging is free of charge. j call 1-800-524-7603 for more information. — z —� < N O Q 51LT FENCE I ~ I. AREA GHOEEN FOR 5TOCKPILINS OPERATIONS 5HALL BE DRY AND STABLE. N 2� IM. UM SLOPE OF STOCKPILE SHALL BE 2:1. � � � � � 3. UPON COMPLETION OF 501L 5TOCKPILING,EACH PILE SHALL BE SURRDUNDED WITH Q- Ia I W ('h 51LT FEN(IN6,THEN STABILIZED WITH VE6ETATION OR COVERED. v O Q TO BE U5ED WHERE TOPSOIL 15 NECE55ARY FOR REGRADING AND VEGETATING DISTURBED AREAS. Z LU z O TEMPORARY STOCKPILE STABILIZATION MEA5URE5 INCLUDE VEGETATIVE COVER,MULCH,NON-VE6ETATIVE F--1 j Q < 0 COVER AND PERIPHERAL SEDIMENT TRAPPING BARRIER5. THE STABILIZATION MEASURE(5)SELECTE D SHOULD BE APPROPRIATE FOR THE TIME OF YEAR SITE CONDITION5,AND REQUIRED PERIOD OF U5E. Q- # z SOIL STOGKP I L� cv NOT TO SCALE OO m y- — LL LE N N O � d o 7- C) v _._ PAGE: APR 3 0 2021 SP4 of 4 M� lk ti r � 4420 Trumans Path Google Earth � N 100ft e7 04�4, i 1•� ff V " ir fy N 11� :h f •/ 1 i t t 1 'y2 1420 TRUMANS PATH LLC, 1420 TF [ANS PATH,EAST MARION a va ) s Figure 3. Looking west from waterside of existing dwelling toward Marion Lake and adjacent freshwater wetlands. IIS '.a l A.OP �►y .alt -A tit tit r , i Figure 4. Looking east from freshwater wetlands adjacent to Marion Lake over proposed 50'non-disturbance buffer and toward existing dwelling to be removed and replaced with new dwelling. �.b., ,oW BE'c BEG NO.Oxx 20 00 a s' JI , , m I F113 `.^ 0� tT{ MvStp G�,k eTIK _ A 17 03*3� 1yNm�4 t ,.30.9 15n1q, Y F e^ $ALI " MAIN `.1� Y A `'•.tDy\ 3 'x -- ss 3 3 _� �vOL` l Z A 9 :# t'3.. a KA'.S a-� t dx•,,I 13 4�\" ,`•t 5 y OLA '.. my 2 3` — earlo b x ,i •� h .k W IAN 1-'� w* \\ 2 PI\ �•yJ q OSx i n .,. 3x.5 •• 'b d $ 0.'h\ ° V, 4,1 SPT FOLK COUNTY �� °\id5 .. w EA PUTmoB ,8 'L nqe p y a... \ 1 d..5 ,.,Y1 a'.` ..°`. ,✓-�.. °Oc ..O F¢W W v6 1,5" 12 ° e c °V t; r ew a t t m� ,?I➢, : \ m%^l`"'n1 d ' Ri+ /w. ,i -'� 'b: E� � pe �`r'.y\.. SO—OLD ., x MARION LAKE t , 3 .... .� 25{t $t�, r,* r,J a:`"° -1 __. z.,n '� .T a"Pr'S 2.SA ..A °"* 9 '@ydx9j o• Aa vC` e 9.k �i7 f �'+y`, •rx` �v r20.xt- a ^'4P 2. ay ' qh4 ,yamol . p: •°$ d'F \t aF '''� \t, MARION LAKE oa ac NO 1 s�p\2 . a; r OEEOSEx Q '1 p0A r TOYM OF SOUTMOLD -qO9 31 " x.KT .., ;in d ,@F ':. �OOx �$ 12 f e°ej'R,N d p o[rElogmENrq,Gm ISI \ d � .c ., D.ougrvoq aroFralq \ '•{'"iLAM ' R - r Asa bep°r,a r, v'S,� .rya -- `' ii c L� r,__,„, &TT4 LINTY OF SUFFOLg© �E K A�*,4. toaoCO rxrr sEcncx rvo M I Rc0 N}p TT I S IYICC A eDcy E — — _ 031 N rn—� '" ,.x. .,,v u,.,,, ,09 f'Irr/)Re M',eeM1M M'11901 W M T801RNOLDwOFmFa _ ti SVFOMRPNEOblvrn D .,,.,�..mr. ,_.,.. ,..�....,... 1211 OFFICE LOCATION: � ��� �� MAILING ADDRESS: Town Hall Annex � ;R P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 �� � ' Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: June 9, 2021 Re: Local Waterfront Coastal Consistency Review for 1420 TRUMANS PATH, LLC SCTM# 1000-31-12-12 En-Consultants on behalf of 1420 TRUMANS PATH, LLC requests a Wetland Permit to demolish existing one-story, 768 sf, single-family dwelling, and construct farther from wetlands a new two- story, 648 sf, single-family dwelling with 12 sf front porch and steps, 302 sf attached deck, and basement entry; remove existing nonconforming septic system, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff; and establish and perpetually maintain a 50' wide non-disturbance buffer adjacent to the freshwater wetland boundary. Located: 1420 Trumans Path, East Marion. SCTM# 1000-31-12-12 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 proposed action is CONSISTENT with the LWRP. 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: Damon Hagan, Assistant Town Attorney Peter Young,Chairman -°� Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 ' Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held June 9, 2021 the following recommendation was made: Moved by John Chandler, seconded by Caroline Burghardt, it was RESOLVED to SUPPORT the application of 1420 TRUMANS PATH LLC to demolish existing one-story, 768 sf. single-family dwelling, and construct farther from the wetlands with a new two-story, 648 sf. single-family dwelling with 12 sf. front porch and steps, 302 sf. attached deck, and basement entry; remove existing nonconforming septic system, and install new I/A sanitary system outside Ch. 275 jurisdiction; install drainage system of drywells to collect and recharge roof run-off; and maintain a 50' non-disturbance buffer adjacent to the freshwater wetland boundary. Located: 1420 Trumans Path, East Marion. SCTM#31-12-12 Inspected by: Caroline Burghardt, John Stein The CAC Supports the application using best management practices. Vote of COUncil: Ayes: All Motion Carried Glenn Goldsmith,P lent ' *®¢ SO(/rTown Hall Annex Michael J.Domino,Vice-President ,` �� 54375 Route 25 er III P.O.Box 11 79 John M.BredemeY � J�i Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631)765-1892 Greg Williams Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD' This Section For Office Use Only Coastal Erosion Permit Applicatiori E E 0 V E Wetland Permit Application Administrative Permit Amendment/Transfer/Extensio APR 3 0 2021 Received Application: 'f.30.2( Received Fee: $ &-0.0 Completed Application: .2l Southold Town Incomplete: Board of-Trustees SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: tD ,Coord sent): ^ 'o�Jate of Inspection: .g. Receipt of CAC Report: Technical Review: _;7 -Public Hearing Held: / -2/ Resolution: Name of Applicant 1420 Trumans Path LLC c/o Elizabeth O'Reilly,Member Address PO Box 544,East Marion,NY 11939 Phone Number: ala 597-0580 Suffolk County Tax Map Number: 1000 - 31-12-12 Property Location: 1420 Trumans Path,East Marion (property located on west side of Trumans Path,+/-1420'south of Main Road) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road,Southampton,NY 11968 Phone:631-283-6360 Board of Trustees Ap]i :a.tiori GENERAL DATA Land Area(in square feet): 22,511 sf Area Zoning: R-40 Previous use of property: Residential,single-family dwelling Intended use of property: Same,with new single-family dwelling Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from,the Zoning Board of Appeals Yes' X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. X Yes No Does the structure(s) on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees'#7382 August 18,2010 Southold Trustees#7383 August 18,2010 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Demolish existing 1-story,768 sf,single-family dwelling,and construct farther from wetlands a new 2-story,648 sf,single-family dwelling with 12 sf front porch and steps,302 sf attached deck,and basement entry;remove existing nonconforming septic system, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff,and maintain a 50'wide non-disturbance buffer adjacent to the freshwater wetland boundary,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 13,2020. 4 Board of Trustees Applic on WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To replace existing dwelling and nonconforming septic system with new,modernized,energy-efficient dwelling with low-nitrogen,innovative/alternative sanitary system(UA OWTS). Area of wetlands on lot: 4,286 square feet Percent coverage of lot: 19 oio Closest distance between nearest existing structure and upland edge of wetlands: 70 feet (ex. dwelling) Closest distance between nearest proposed structure and upland edge of wetlands: 73 feet (prop. dwelling) Does the project involve excavation or filling? No X Yes (as required for construction of new dwelling; If yes, how much material will be excavated? TBD cubic yards installation of septic and drainage structures) How much material will be filled? N/A cubic yards Depth of which material will be removed NucMd: +/-8 feet(for proposed basement) Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Standard construction practices associated with proposed structures and to achieve finished grades(see site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 13,2020). Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The project proposes the replacement of an existing 1-story,single-family dwelling and nonconforming septic system with a 2-story,single family dwelling with a smaller footprint,greater wetland setback,and a low-nitrogen,I/A sanitary system. Compared to the unexecuted redevelopment project approved hereby the Board of Trustees in 2010 pursuant to Wetlands Permit No. 7382,the current design would result in a greater wetland setback(73 versus 68 feet);a new dwelling footprint roughly three times smaller(962 sf versus 2,980 sf);almost a quarter of the lot coverage(5.3 versus 18.9 percent);and an I/A sanitary system rather Than a conventional septic system. The proposed design would also result in a dwelling with a smaller footprint and greater wetland setback than the existing dwelling. And as mitigation additional to the low-nitrogen sanitary system,a stormwater drainage system will be installed to capture and recharge roof runoff;a project limiting fence will be installed to contain runoff and site disturbance during construction;and a 50'wide non-disturbance buffer will be permanently maintained adjacent to the freshwater wetland boundary. Therefore,the project will not have any adverse impacts on the surface waters or freshwater wetlands of Marion Lake. I 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: 1420 Trumans Path Reconstruction Project Location(describe,and attach a location map). 1420 Trumans Path,East Marton,Town of Southold; SCTM#1000-31-12-12,property is located on west side of Trumans Path,+/-1420'south of Main Road(Route 25),refer to provided maps. Brief Description of Proposed Action: ' Demolish existing 1-story,768 sf,single-family dwelling,and construct farther from wetlands a new 2-story,648 sf, single-family dwelling with 12 sf front porch and steps,302 sf attached deck,and basement entry;remove existing nonconforming septic system,and install new UA OWTS sanitary system outside Chapter 275 jurisdiction;install a drainage system of drywells to collect and recharge roof runoff,and maintain a 50'wide non-disturbance buffer adjacent to the freshwater wetland boundary,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C., dated December 13,2020. Name of Applicant or Sponsor Telephone: 917-597-0580 1420 Trumans Path LLC c/o Elizabeth O'Reilly,Member E-Mail: elizore@gmail.com Address: PO Box 544 City/PO: State. Zip Code East Marion NY 11939 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval NYS DEC, Suffolk County Department of Health Services X 3.a.Total acreage of the site of the proposed action? 22,511 sf b Total acreage to be physically disturbed? +/-12,336 sf c.Total acreage(project site and any contiguous properties)owned or controlledrby the applicant or project sponsor? 22,511 sf, 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial N Residential(suburban) ❑Forest ❑Agriculture N Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 r, A 5. Is the proposed action, NO YES N/A a A permitted use under the zoning regulations? X b Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape X 7. Is the site of the proposed action located in, or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Name:Peconic Bay&Environs,Reason: Protect public health,water,vegetation& scenic beauty,Agency: Suffolk County,Date: 7-12-8 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b Are public transportation service(s)available at or near the site of the proposed action? X c Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does the proposed action meet or exceed the state energy code requirements? - NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10 Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11 Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new VA OWTS sanitary X system is proposed. 12.a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES - Places? X b. Is the proposed action located in an archeological sensitive area? X 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action, contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? X b. Would the proposed action physically alter, or encroach into,any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: X 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16 Is the project site located in the 100 year flood plain? NO YES X 17 Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES r b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe- ❑NO❑YES Page 2 of 4 r 18. Does the proposed action include construction or other activities that result in the impoundment of-_N01 YES water or other liquids(e.g.retention pond,waste lagoon, darn)? If Yes, explain purpose and size: X 19. Has the site of the proposed action or an adjoining property been the location of an active orclosed -NO YES solid waste management facility? If Yes,describe: X 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes, describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE ISTRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE L Applicant/sponsor name: Robert . ler=rmann,Coastal M14-nit. Specialist Date: April 26,2021 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all ofthefollo"'vine questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have mya responses been reasonable considering the scale and context of the proposed action"" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasorlably available energy 7. Will the proposed action impact existing: a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage ramage - 74 11. Will the proposed action create a hazard to environmental resources or human health? V Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3. For every question in Part'that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact. please complete Part I Part j should, � in sufficient detail, identify the 'Impact, including any measures or design-elements that have be-In included by the project sponsor to avoid or reduce impacts- Part 3 should also 'explain hots the lead agency determined that the impact may or%vil I not be significant. Each potential impact should be assessed considering its setting.probability of occurring 7 D C7' duration. irreversibility.geographic scope and magnitude-Also consider the potential for short-term. long-term and cumulative impacts. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. 121 Name of Lead Agency Date Print 4 ype Na e o �Responiible Officer in Lead Agency Title of Responsible Officer f A E-2 L,Z-11 e Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 7 0 A J m 5,000 Feet 260 -,1,460 Mker- a 72-18!001 -V PS tim Cem East Marlon Onet Park 44- Central 0-1k W Cam LU ORCNARO r S• pW v< / Oreni`,Alk YC' Rnri y MUS — 8 K G P % EAS ON Af 43' 25 PS A IL, kG655 Via 5ubject Property)) n L rij 42 "AL— 5ufFdk County Haq5trom Map #50 V 1, 2,000' Al, C— Z%A o ' X� Cn, —4 Liriv Beach Cleves Pt Pt 0 LH b 7gs Pt Hay Beach Pt 4 41 IV x LH IVY �Cumelrus Pt OR n F# VWVoODBj WA UNTRY Gardiners;Bay Ve,ing cc BERING HI no 46 of R G ao� k Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 31 12 12 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN D—isTri—H Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 22,511 sf Generated by a Two(2")Inch Rainfall on Site? ❑ the Scope of work for Proposed Construction) (S.F./Acres)) (This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed +/-12,336 sf Site improvements and the permanent creation of construction activity? (S F/Acres) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed X PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Demolish existing 1-story,768 sf,single-family dwelling,and Slopes Controlling Surface Water Flow, construct farther from wetlands a new 2-story,648 sf, 3 Does the Site Plan and/or Survey describe the erosion XF single-family dwelling with 12 sf front porch and steps,302 sf and sediment control practices that will be used to attached deck,and basement entry;remove existing control site erosion and storm water discharger.This nonconforming septic system,and install new A OWTS Item must be maintained throughout the Entire sanitary system outside Chapter 275.jurisdiction; install a Construction Period. drainage system of drywells to collect and recharge roof runoff; 4 Will this Project Require any Land Fillip ,Gradin or Excavation where there is a change tot a Natura and maintain a 50'wide non-disturbance buffer adjacent to the Existing Grade involving more than 200 Cubic Yards freshwater wetland boundary,all as depicted on the site plan of Material within any Parcel? prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 13, 5 Will this Application Require Land Disturbin Activities 2020. Encompassing an Area in Excess of Five Tgousand (5,000 S F)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach?z disturbances of one(1)or more acres including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands, which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges. Q fSWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ X 1 The SWPPP shall be prepared prior to the submittal of the NOI The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall Area?(Thu item will NOT include the installation of Driveway Aprons) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE If Any Answer to Questions One through Nine is Answered with a Check Mark 3 All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S F &1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in theprinciples and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit g P g (NOTE A Check Mark(X)and/or Answer for each Question is Required for a Com leted A lication) STATE OF NEW YORK, COUNTY OF Suffolk------------------------SS That I, Robert E.Herrmann being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the -Agent-for-Owner - ---- ----------------------- ----------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application,that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed.in the manners set forth in the application filed herewith Sworn to before me this --------------------26 day of, Apnl-------------------- ---- >20 21 Notary P .c --- ---- - -- - --- -- ---- - ----- ------LIN---H----_S_T E P_H-E N -------------*ture-- ------------------------------ N O T A R Y PUBLIC of A licant) FORM - 06/10 STATE OF NEW YO CQMMISS10N NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 29P9 i" Board of Trustees Applic,= '- ion AUTHORIZATION (Where the applicant is not the owner) I/We, Elizabeth O'Reilly, Member. 1420 Trumans Path LLC , owners of the property identified as SCTM# 1000- 31-12-12 in the town of Southold ,.New York, hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. ' 0 A& N/A Prope y Owner's Signature Property Owner's Signature Elizabeth O'Reilly,Member, 1420 Trumans Path LLC SWORN TO BEFORE ME THIS r DAY OF Norw��3�1. 20 2-4!b NOTARYPile EI PATEL 0 IN KINGS ff QUA) UF Ate CRK otary Public � MY COMMISSION EXP /13/20'Z Board of Trustees Applic�--")Lon AFFIDAVIT Elizabeth O'Reilly, Member, 1420 Trumans Path LLC BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. ` N/A Signat e of Property Owner Signature of Property Owner Elizabeth O'Reilly, Member, 1420 Trumans Path LLC SWORN TO BEFORE ME THIS DAY OF ,/JvVEv1%7L'vt , 202-4 NEIL PATEL RYPUBLIC,STAiEQF QUALIFIED,NS,N SC NEWY(RK Notary Public MY COMMIE S ON EX155 P.sj1/1 Q APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Sotithold's Code of Ethics Drohibits'conflicts of interest on the part oftbwfi-officers and employees.The purpose of this form is to provide information which can alert the town of passible conflicts of interest and allow itto take whatever action is necessary_to-avoid same. Elizabeth O'Reilly,Member YOUR NAME: 1420 Trumans Path LLC (Last name,fust name,griddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personnlly'(or through your company,spouse,sibling,parent,or oh id),have ii'relationship with any bfficer;br employee' of the Town of Southold? "Relationship"includes by blood,marriage,or business interest.`Business interest"means a business, including a partnership,in which the town officer or employee has even a par al'ownership'of(or employment by)a cbrporAon in which the town officer or employee owns more than 5%oofthe shares. YES NO 1/ .— If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of shares of the corporate stock of the applicant (when the applicant is n corpotition); 13)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is nota corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day ofl✓0VIE M 3FIL2Q2 Signature Print Name Elibez'a th O'R illy,Memb �— Form TS 1 Uzu Trumans Path LLC SU"PDfil^ AND "'"v"^1 Tn RrrcRE ME THfS DAY Of O BY A14 f Ngll t5/ � NOTARY PUBLIC.STATWEE o�OUN?YCRK Z QUALIFIED INKINGS REG.ATA615565A °+•M� °. MY COMMISS►ON EXP.11113120?. APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can-alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOURNAME: Herrmann, Rn1-arryF, (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest "Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person_ Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 26th a if Aril 20 21 Signature Print Name o Her MEITM Form TS 1 Glenn Goldsmith,PresidentFFOL,�" �O CO Town Hall Annex A.Nicholas Krupski,Vice President �� Gy�� 54375 Route 25 John M.Bredemeyer III P.O.Box 1179 Michael J.Domino 0 `� Southold,NY 11971 Greg Williams ® �p�,r Telephone(631)765-1892 �1 Fax(63 l)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 3, 2021 En-Consultants 1319 North Sea Road Southampton, NY 11968 Re: Board of Trustees Application of 1420 Trumans Path, LLC 1420 Trumans Path, East Marion SCTM# 1000-31-12-12 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, June 16, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. Very Truly Yours, � 4& wA lenn Goldsmith, President Board of Trustees I J I Glenn Goldsmith,President y0�� EFD1,�< 19 Town Hall Annex A.Nicholas Krupski,Vice President �-1� y� 54375 Route 25 John M.Bredemeyer III 2 P.O. Box 1179 ,h Ik, Michael J.Domino y�,y ® � � Southold,NY 119.71 Greg Williams '�D( � r Telephone(631)765-1892 zzrr Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, JUNE 16, 2021 5:OOPM & 5:30PM A Regular Work Session pnd Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, June 16, 2021 with-the Work-Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive-Order 202.1 of New York Governor Andrew-Cuomo in-person access by the public will not be permitted. Town residents,are invited to attend the public meetings virtually via,the Zoom online platform. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town:southold.ny:us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM—4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 957 4891 8038 Password: 845569 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees"folder; click on "Applications", click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: 1420 TRUMANS PATH, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing one-story, 768 sf, single-family dwelling, and construct farther from wetlands a new two-story, 648 sf, single- family dwelling with 12 sf front porch and steps, 302 sf attached deck, and basement entry; remove existing nonconforming septic system, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff; and establish and perpetually maintain a 50' wide non-disturbance buffer adjacent to the freshwater wetland boundary. Located: 1420 Trumans Path, East Marion. SCTM# 1000-31-12-12 r' TIME & DATE OF PUBLIC HEARING: Wednesday, June 16, 2021 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 rZ�_ Glenn Goldsmith,President �p�FF�LC®�^ Town Hall Annex A.Nicholas Krupski,Vice President 6yi�� G��;, 54375 Route 25 John M.Bredemeyer III � P.O.Box 1179 Michael J.Domino , Southold,NY 11971 Greg Williams ?� p�,fir Telephone(631)765-1892 V Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of 1420 TRUMANS PATH, LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS INPLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE I, Robert E. Hermann , residing at/dba Fh-Consultants 1319 North Sea Road, South apton, NY 11%8 being duly sworn, depose and say: That on the 8th day of June , 20 21 , I personally posted the property known as 1420 Truman Path, East Marion; SCIM #1000-31-12-12 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, June 16, 2021. Dated: (signature) worn to b fore me this day of,Aw-20 4-/ KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK x COMMISSION NO , 5015931 4otarublic QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20, 1/ A NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: 1420 Trumans Path LLC SCTM#1000-31-12-12 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Demolish existing 1-story,768 sf,single-family dwelling,and construct farther from wetlands a new 2-story,648 sf,single-family dwelling with 12 sf front porch and steps,302 sf attached deck,and basement entry;remove existing nonconforming septic system,and install new UA OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff;and maintain a 50'wide non-disturbance buffer adjacent to the freshwater wetland boundary,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 13,2020. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 1420 Trumans Path,East Marion 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed, June 16, 2021.@ 5:30 PM via Zoom(meeting access info attached) You may contact the Trustees Office at 765-1892 or in writing. The above-referenced,proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. 1420 Trumans Path LLC c/o Elizabeth O'Reilly,Member PROPERTY OWNERS NAME: PO Box 544 MAILING ADDRESS: East Marion,NY 11939 PHONE #: 917-597-0580 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road,Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. cz'zr<z Glenn Goldsmith,President yy0 S EFQ(K G Town Hall Annex A.Nicholas Krupski, Vice President �` 54375 Route 25 John M. Bredemeyer III P.O. Box 1179 Michael J. Domino 'Y�y'l1 ® O�� j' Southold,NY 11971 Greg Williams 0� ���r Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, JUNE 16, 2021 5:OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, June 16, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in,via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM—4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 957 4891 8038 Password: 845569 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right"Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees"folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED,MAIL RECEIPTS Name: Address: SCTM#1000-31-12-10 PO Box 285 Margaret Reinhardt East Marion,NY 11939 SCTM#1000-31-12-11 PO Box 444 Hideaki-Arlizumi&Glynis Berry Orient,NY 11957 SCTM#1000-31-12-13 PO Box 806 William&Stephanie Gorga East Marion,NY 11939 , SCTM#1000-31-12-14 755 Plantation Court Hector&Linda Colombo Marco Island,FL 34145-1921 SCTM#1000-31-13-7.2 63 Revonah Circle Vicky Papson Revocable Trust Stamford,CT 06905 SCTM#1000-31-17-1 PO Box 1179 Town of Southold Southold,NY 11971 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 7th day of June ,20_21 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were M 'led to each of said persons by (certified)( iabmvd) mail. Robert E.Herrmann Coastal Managment Specialist Sworn to before me this 9th day of June 12021 KIM H . STEPHENS ( NOTARY PUBLIC STATE OF NEW YORK -COMMISSION NO . 5015931 Not blic QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20e'yj TM U ■ ° a. ■ ■ ■ ■ , 1 . ■ Ln I e - Only, j rl_I Dornestid Mqil Only: jco MA c m = . . - I eL US em eOFFNCIAL U »S �. 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A. Signature ■ Print your name and address on the reverse t so that we can return the card to you. des e = ■ Attach this card to the back of the mailpiece, B. Recelv by rig ed IL C.t o of D ive or on the front if space permits. A i r 1. Article Addressed to: D. Is delivery address di ereO ❑Yea cA. L— I If YES,enter delivery address oJ� v, O o o a, • y —r- i N Mal i Q i= \ ICY)v 0�� aNi 's O � acd �lmwUU0 r----- -- -- __ I ❑EI-"' ❑ f` a `m'v m•o u�', Ieo�or y Margaret Reinhardt °�,� m mo°C2 N In°` E 19 MM. ,.�L,� ; ❑❑❑ ❑ ❑❑ Q PO BOX 285' 3. Service Type E3 Priority Mail Express® N ❑Adult Signature ❑Registered Mail- m b��' > East Marion,IVI' 11939 ❑Adult Signature Restricted Delivery ❑Re Istered Mail Restricted m ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Retum Receipt for m v � v - ❑Collect on Delivery Merchandise N> N Du eliveryRestricted1lelivery ❑Signature Confirmation"" ' d a� 7 019 2280 0002 2104 1122 ❑Signature Confirmation 1 Restricted Delivery Restricted Delivery !, fl c PS Form 3811,July 2015 PSN 7530-02-000-9053 m %% (over 500) le CL ?(!1 @ L ca3 oc- Domestic Return Receipt I� 6rK N w •Z G l: • t rpv'v'm�o'Ua d io-� m O QQUC�U ai❑❑❑❑❑❑ Q: COMPLETE'SENDER: COMPLETE THIS SECTION " m m U � �-- o ■ Complete items 1,2,and 3. A. Sig ' ;n a� iii... �-- rn ■ Print your name and address on the reverse ❑Agent i` R E3- o 6 so that we can return the card to you. X ❑Addressee D o E ; rruu= o ■ Attach this card to the back ofthe=lnailpiece, B I r,9 C. Date of Delivery o m or on the front if space permits. _p r3 - Itcle AAI.--- 1. r3 Z to: D. Is deli a d s i e to 1 ❑Yes U 0 °� � I O a If YES,ante a iv r � d � o' ori 7 I N `jCL r N *U'r n o - �+ rL - - ni Er William& Stephanie Gorga `n , ;m' 3 Q o°-- co PO Box 806 I 3. Service Type ❑ non ressO E c. o �+ a M1 East Marion,NY 1193 13 Adult Signature Mama •� p .� L - 12 9 1 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted a rn Q o ¢' co ❑Certified li Delivery 4 ■ ■ ■ r (L —---- ❑Certified Mail Restricted Delivery ❑Return Receipt for _ _ -'---- - ❑Callert—neiivery -Merchandise - 2 — slivery Restricted Delivery ❑Signature ConfrrmationTM 1 7 219 ?2 2$2 2 2 2 2 212 4 112 811 ❑Slgnature Confirmation over$500) Restricted Delivery Restricted Delivery J PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt =1 • • COMPLETE THIS SECTIONON DELIVERY ffinkm ■ Complete items 1,2,and 3. A. Sig ■ Print your name and address on the reverse X ❑Agent I so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Re ived by n d Name) C. Date of Delivery or on the front if space permits. I m a 11. Article Addressed to: D. Is delivery addre di 'tr drr�t er,4r�/Ir? ❑Yes I ® ,'N o C If YES,enter dehve dress below: ,>p No j v w C w E Qa o z -E -eJU 9 /fin r I ❑❑ ❑ m y c-j U U O-' "N d i CU`� rHa��icc EE ti rmm5 :E Town of Southold ❑❑❑ ❑ ❑❑ q p. PO Box 1179 � -� Roo? Ny a -- 3. Service Type ❑Priority Mail Expresso c a Z Southold, NY 11971 ❑Adult Signature ❑Registered MailTm ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted •Zo ca ❑Certified Mail@ Delivery , `o m 6 ❑Certified Mail Restncted Delivery ❑Return Receipt for ` ? f o' ❑Collect Delivery Merchandise 0. 2 °' o a 7elivery Restricted Delivery ❑Signature ConfirmationTm 7 219 2280 ' 0002' 2104 1115 II ❑Signature Confirmation m I Restricted Delivery Restricted Delivery aai m o a L.,D¢ -m (over$500) m >_ >� PS Form 3811,July 2015 PSN 7530-02-000-9053 c a w ar o,�� °° a) v� o22 Domestic;Retorn Receipt y_ d X m o'aYiYdOo 11- � �QQC�UUU 6000000 ru COm N SENDER: CO • • • • I E2 aa) i to t ■ Complete Items 1,2,and 3. A signature a�'� o AL 0 ■ Print your name and address on the reverse a) o E CD o X , Agent ; rij rj A ( + O c o so that we can return the card to you. ❑Addressee 9 his card to the back of the mailpiece, y( tedName) Date of silvery N co Y o � o + B. eceived b P' a o fL M or on the front if space permits. 1. Article Addressed to: .o ore a a D. Is deliv ry ad r s �i( nt from item 1? ❑ e m rem I 0 U o If YES,enter delivery address below. ❑No N'o ;_ :Ej w p r l r' 0N , N O O U (~ N U U OAB 20 tU 75 c°°i l J Hector&Linda Colombo ( E-.c o, j o ' rig I' E 755 Plantation Court 3. Service Type ❑Priority Mail Express@ I U o- (0 Q o Q ti I 13Adult Signature 13Registered MaOrm ■ ■ o Marco Island, FL 24145-1921 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted( a ❑Certified Mail@ Delivery ; f ❑Certified Mail Restricted Delivery ❑Retum Receipt for ❑Collect on Delivery Merchandise El-Collect on Delivery Restricted Delivery ❑Signature ConfirmationTm 7 019 2280 0002 2104 1375 I ❑Signature Confirmation m1l Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 1 . Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions 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 significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the-LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 31 - 12 - 12 PROJECT NAME 1420 Trumans Path,LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: Demolish existing 1-story,768 sf,single-family dwelling,and construct farther from wetlands a new 2-story,648 sf,single-family dwelling with 12 sf front porch and steps,302 sf attached deck,and basement entry;remove existing nonconforming septic system,and install new UA OWTS sanitary system outside Chapter 275 jurisdiction;install a drainage system of drywells to collect and recharge roof runoff; and maintain a 50'wide non-disturbance buffer adjacent to the freshwater wetland boundary,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 13,2020. Location of action: 1420 Truman Path,East Manon l Site acreage: 22,511 sf Present land use: Residential,single family dwelling 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: 1420 Tnunans Path,LLC (b) Mailing address: c/o Elizabeth O'Reilly,Member PO Box 544,East Marion,NY 11939 (c) Telephone number: Area Code—elizore@gmaii.com (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No❑ If yes, which state or federal agency? NYSDEC(Freshwater wetlands) C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable 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 ❑ 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 . 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 - ❑ Yes 1:1No ® Not Applicable 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 In addition to replacement of an existing dwelling with a smaller dwelling located farther from wetlands,the project design includes a low-nitrogen,I/A sanitary system located outside Chapter 275 jurisdiction,in place of a nonconforming,conventional septic system;a stormwater drainage system to permanently capture and recharge roof runoff;a project limiting fence to temporarily contain runoff and site disturbance during construction;and a 50'wide non-disturbance buffer to permanently set back all developed surface areas and potentially treated lawns at least 50 feet from freshwater wetlands. The project will therefore be consistent with Policy 5 by furthering the goal of protecting and improving the quality of groundwater and the surface waters of Marion Lake. 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 `1 The project seeks to replace an existing 1-story,single-family dwelling and nonconforming septic system with a 2-story,single family dwelling with a smaller footprint,greater wetland setback, and a low-nitrogen,UA sanitary system Compared to the unexecuted redevelopment project approved hereby the Board of Trustees in 2010 pursuant to Wetlands Permit No 7382,the current design would result in a greater wetland setback(73 versus 68 feet),anew dwelling footprint roughly three times smaller(962 sf versus 2,980 so,almost a quarter of the lot coverage(5 3 versus 18 9 percent),and an UA sanitary system versus a conventional septic system The current design would also result in a dwelling with a smaller footprint and greater wetland setback than the existing dwelling And as additional mitigation,a stomwater drainage system would capture and recharge roof runoff,a project limiting fence would contain runoff and site disturbance during construction,and a 50'wide non-disturbance buffer would be permanently maintained adjacent to the freshwater wetland boundary The project will therefore be consistent with Policy 5 by furthering the goal of protecting and restoring the quality and function of the adjacent freshwater wetland ecosystem of Manon Lake 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. I ❑ 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 ® Njot 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. Yes No® Not Applicable r Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southoiu 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 IL 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 ® 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 1:1No VN 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 ITLECoastal Management specialist DATE Apn126,2021 Robert E. H7knann Amended on 811105 EN-CONSULTANTS April 28, 2021 Town of Southold 1 , r u V E Board of Trustees 54375 Main Road Post Office Box 1179 APR 3 0 203 Southold,New York 11971 $outl:Jld Tow Re: 1420 Trumans Path LLC Board of Trustees 1420 Trumans Path, East Marion SCTM#1000-31-12-12 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 2. Operating Agreement for 1420 Trumans Path LLC. 3. Two Sets of Photographs. 4. Four(4)copies of site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated December 13,2020. 5. Four(4) surveys prepared by Kenneth M Woychuk Land Surveying,PLLC, dated October 20, 2021. 6. Application fee of$250.00. I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sincer y, i Robert .Hemnann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.63601 f 631.283.6136 www.enconsu[tants.com environmental consulting