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Home My WebLink AboutTR-10511 Town Hall Annex Glenn Goldsmith,President ®��®� SO Town y" 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski 9 Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples a® Fax(631) 765-6641 C4UNTV,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 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 compliance inspection; 1 BOARD OF SOUTHOLD TOWN TRUSTEES a ! SOUTHOLD,NEW YORK 1 PERMIT NO. 10511 DATE: DECEMBER 13,2023 ISSUED TO: DAVID &ALLISON AFFINITO ' PROPERTY ADDRESS: '1675 PINE NECK ROAD,SOUTHOLD i SCTM# 1000-70-5-42 AUTHORIZATION r Pursuant.to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 13. 2023, and in consideration of application fee in the sum of$1250.00 paid by David&Allison Affmito. and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a±772 sq.ft.second floor addition over and within the footprint of the first floor portion of existing 1,890 sq.ft. two-story,single-family dwelling with attached 606 :; y { � sq.ft.deck and 375 s • . porch (adjacent to existing±858 sq.ft. second floor to remain),with no demolition or increase in existing dwelling footprint; install stormwater drainage system to y collect roof runoff; and establish and perpetually maintain a 10'wide,±1,133 sq.ft. non-turf buffer area to be planted with additional native vegetation adjacent to the wetlands boundary; all as depicted on the site plan prepared by Jeffrey T.Butler, received on October 31,2023,and stamped approved on December 13,2023. 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 day and year first above written. fr �O4sUF FQJ f H OA , K ,`,, �r :ate �t��cx:nl:�:. „�xra-•-,r•�.:��r�,x� r -rse: :c.��r. �zf �� TERMS AND CONDITIONS The Permittee David&Allison Affinito residing at 1675 Pine Neck Road Southold,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 36 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 ®F So Town Hall Annex A. Nicholas Krupski,Vice President ®� ®V®5 . Route 25 P..007: Box 1179 Eric Sepenoski ! [ Southold, New York 11971 Liz Gillooly u Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 15, 2023 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: DAVID &ALLISON AFFINITO 1675 PINE NECK ROAD, SOUTHOLD SCTM# 1000-70-5-42 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 13, 2023 regarding the above matter: WHEREAS, En-Consultants on behalf of DAVID &ALLISON AFFINITO applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 31, 2023, 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 December 13, 2023, 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, 3 , 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 DAVID &ALLISON AFFINITO to construct a ±772 sq.ft. second floor addition over and within the footprint of the first floor portion of existing 1,890 sq.ft. two-story, single-family dwelling with attached 606 sq.ft. deck and.375 sq.ft. porch (adjacent to existing ±858 sq.ft. second floor to remain), with no demolition or increase in existing dwelling.footprint; install stormwater drainage system to collect roof'runoff; and'establish and perpetually maintain a 10' wide, ±1,133 sq.ft. non-turf buffer area to be planted with additional native vegetation adjacent to the wetlands boundary; all as depicted on the site plan prepared by Jeffrey T. Butler, received on October 31, 2023, and stamped approved on December 13, 2023. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of,$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Glefin Goldsmith President, Board of Trustees GG/dd --- -- ------- - -- ----- ------ -— — — --- �\01 \�i/l - - FLOATING . . e PROP05W H' FRAME HF#5 HT-#4 HF05 HF#g> \�11/ 411 SEPARATION DISTANCE REQUIRMIENT-2 TIDAL WETLANDS BOUNDARY YVOI)DOCK PROP05ED LIMIT Of PROPOSED - HF#2 -.-.*.- -.-Or" 1� -r4%i.' � .. ------,-;-', -11 7'! �I ., , , --�-, , X,-- "" +T�,�-r"�e',� 7,1�" �,�I I�f-,�7- 5Z T,4,u �:��-, A,,�:,-�i�`:%,�-7,�;`�17-'�,: ", - -,,, *�-'V � , I FOR THE FOLLOWING MECOELEC EQUIP.RE-- Th -.1"""'Ti""+,+ + + + + + + + - \d), .", I�,-'� 11, ,, , ,,,4,_,,,,-_ , " 14 � E , 1,4F , � 14N-�,-�!,�,,!',�, ,�O- - I� , . _",I , , -��'�`!"'"L'�' 64- R d =It + 4�.:7F7 �,� PROPOSED 6 BEDROOM SANITARY SYS: SIPPORr F a I; � ..-- . ,j FOR 5TOR"NER LEACHIN67 AS DMINEATE10 BY GONTROL PANEL 61V BLOHR: IOW,11,133 S.F.NON-TURF I %\I,,, ---- �'.�-��,,,�,;�t,,:,,�",'�,�,'1� , , � ', �,��,, I � 7�L'��t�;" �, ,4.,,,,� � 7 (RE51DENnAu 0=1 fTLEPrAOLEl CONTROL PANEL,BLOWER FOR M -REMOTE HYDRG�-ACTION Cf 5 CWRL MR,BLOWER ELNT-M(TO 13E VE67ETATED + + 4- + + 4 + + 4- 4- 4 + 4 4- + * , * ;:,?��v 7�1 " � , g,_,q.-r��,---��, 7�, ,,�-,,� -� ";-41;"�,Ii�,, I , - -- , 4, ,-- � , EN-CONSU-TANTS,MAY 10,2022 ,-vj.' �,`��'�,,-�., , ,,,, ;� 'r"VI,�, -�-, - , �"-T',�, 'n-, � !�, K I ' TI:TAnf:wT Rm ,--,n,4,A. ,��1.,-11 17 r �N,�'�`�A,',,.4�i STRUCTURES AND PIPING JOCKEY CREEK PF-OP05M AER0510 NO C4NTROL PANEL FOR LIPT STA'nON. LOCATE W 4 +N+ �, �i,P �-�.i I I ; .��- ,h: . .��,,� I � -.�,.��.,�-;�,��,,��,�:��,,,�N- .4, I - 4"6-,:� ;,F1' ,u ,-- -,-�- - ';�"� , �".'�""I'�"��,�'�L.,",'�%'� F- I-HYDRD-NiTlON SET-N-60 ONSITE KA6TEHATER TREATM!ENT MOWrED AND 6FI RE-aFrAaE ON YFRAPIF,SEE - .11� zr- ----- , 'j? 1. '.�'- --Z1 ' ' � ,f ...-.;-�. ,w P�11"-",�1�"L�� "�, WRIZOWAL SEPARAT10N DIST.FOR STORM FIRME NEARBY SALUTARY SYS.M%M WITH ADDrnONAL NATIVE + +-_+ + 4 + 4 + + 4, _,_." , -1 ^ u- * Li , -,-r'' , ,� " - ' ., -.. ,;k" It -QUIR&ENTS,"SM +, - - I il�llliiii I -s: Z -,� '�r+,;�r ,�--x ;-��": ��,,;�:,' ��- ,ikl.j� ,.4��,4,.P��-+�',,�ZA,rl,-,"t_,"';,�r.�,,�'-,"*,"�'� �r�z� , - - , ,� - 11 TIE LINE ALONG APPARENT . SEE MAILS AND RE NOTES ON"5P2. ,� . ,,,, 1 - � , 441NO 111001-5, 5M'R FRAME DTL,ON&5133 FLmTlN65) *�., + + 4 ,11", , , .- �1111111 I r' � - --�� ;jo��,�I'" ,1, �4,;. I I . �',�,r,,_-,4 .J�,t��,,4- ��,, ,*. ,- **4.-, .-, ,.*..r Hr--#1! ., -,,�� , %,T- - W 40 �4',,'Z,4-, - - -.. - - , , , S � yx..; �i _, - ,,,,,�-:L,4�;- �"" ,-�` . � DRAINAGE PLANT,UNIT WAIVES- s FOR MOONING VM16N/R�-.'VIR!NNB,SM +, , + ,- le, - 'I"- , , tw ,-6114" - , - 4 1� 6E LEAC , , ---- 14�, + + 4 4."', -.uil�4f�,�,-r-:,� HIEN WATER MARK ON X METAL 0 PROVIDE •20 AW SERA6E FROM MAIN ELrLWJCAL , � -t 4,"t, 9 ,�", �A , T., A�r:,:r�,7?ml,� ,*'k ','�'�"�,"�1171 ,'�.;,r,,,,,4 v�,$ , I ':��.'-,,7 AAI'� , - L 4 s � , 71 _ _7 11v�!N -41, MLPIN65 WITH CELLAR I- 11"� ��,, 'V� k", ;v�,,ai'0-,-�,-,-,,, 4 ,-�7,,'�14,�,,� W,-.� � I 1'-i,;� `, � .��, �,t,`,�,jr,,1- I _, ..- 1:1 I , , ": � < IQ 1, 1�� of . + 4 � 0 �', PROPMED DESIGN FLOW:b(;pO 6M SEE"5P2. 7`112AL WETLANDS- , ' �"z m " c 10,HNIKH , , 1 I ��, �,I vq,�,Rm" PROPERTY LINE -WMINIMUM RAMP . MODEL AWOO,6RAMTY SYSTEM PRDP05W IR MME VEM.11-',ON MO SP3 --1 ,z + "' v , ,� OGTOBER 21,2020 - PAWL IN EILD9 -SEE WML PHL MW,S'NOTES, EX-WW--13LK HALL -� --ii.:t . , �vat , , � 0 � + -i ;, I .1. ,' -,-.� F �., -, , , ,�',_ _, L t,r!,,I ,- , , �,,, �L�� I . , - r c% 0 •� , ,�0�, ,, 1�,,,,,"/�",T.-,4;1,�:,�,Z,�-�,�,-��ow"P�- ";" 41 ALL COMPONENTS MOUNTED 35 ABOVE GRADE OR ---6 --� tl�,J- ,�- �,t-7-ii-�,,,� , 115, , ' '�L �� . EULDD46S ON,SL.AlB : : N50MAW , I ,11,,� I 'All: �'i"..,,#� --,- � �.:"J.'j4, ,� , , , �q ,i, I , - .,_ 1_,�,'% 4 , � �,44�t ,4*VnV "-f�',, I :� --1 4 - ,�t�, , , �- r,,,,-,-�,�-,,,,-�,,-�,I , � 5 � c 5'MlNf4H S 8904740" E S 790 60 OIN5(OP/CMRI-CENTEIV K ALAW BEACM 8 AUDIBI-E ABOVE BFE MaE%IER 15 M16HER - + 4 ��'i� � 'I 11D- HATER SEW.LINE)LATERALSt"AINS,c 10'MIN HOMA&ARH A"ATED RB40TELY Ab SWW - AS DELINEATED 13, .t + . I '-,, �� ,�k�,,,� ' ,��, .1" 4� `,,'� � " , , ,- -- - w',� � 1',-, - ,�v " -'�,?�,i�,.,-'i��-- - 1.11 ' -�11 :� , p I 41 , I EX 91"El? 52?13"E b . etc.ko I- + + I , , 44. " ��,,'�;F4', �� I.4 t,�,� ' � , : I"I I I I I-. I-1� ., 9 PROVIDE, ! - EN<�LTANIS, I 11 "-.-",4�,i�`k-�` ',4,��,.�- ,,!-,,,(, ,,,,-,-, It 11 � ,�, � .I[, -,j , F- . -1 58.85 KOOP W&K . - - /y + � ,,k,A,�'�'A'�- ., ,-,-I*i �� ,,,, •L , , , � .�, , , � RVER6ROUND LMLITIES,= 5'MINMJM 1 14 1 ,, �!, SANITARY SEPTIC TANK=2O'MNff-iIM 41.15, • .2'U/&ELM CM FROM VK.6 TO RBIM CONTROL M CONTRACTOR,TO ACQUIRE: PROPOSED I � MAY 10,2022 � V#:21 11 ,,, - ,';,�-,',,,,`L. - ,- �� , 11; WA 4,�,�" I 0 � - 1) s '_1 - + -f "' A ',�, I 1�1 'i,� ��Z, ,-4 -,�7��--,,,4jr,�.".,i-,� 2'W5 ELEC CM FROM AL.TO OPS APPROXIMATELY i4O allCi YARDS OF SOIL DERNED BUOYANCY ANCHORING 61jej� FOR EM. : I��,X 7,�-`111;�;I �I � 1i"111.�N� ,'4 1 � L��,,,,I .,,, , 11 ., alL^ 2.5�f� 1 1 9� �XKN,,� ii� ,�- ,�11-r,:��,:Z411,_�"4:,1, "'�,,��,.�;,� �Q:"4 -,�,---� ,,;-,4,- ,hm -:K - "'�- �- �, , , . ,, _. __��,�, � -�-,�f . r7l ,- � ,I-A-y.'�' 4''', .j�:i; w#3 I 1, 'I*'- -;"�,�, , - , �, , - - SMTARY LEACA41HS POOL=20'MINI" 2'U/5 VEI�tr GM FROM P.T. O HOUSE STACK AS SPOR SH FM ASTM STANDARDS USED FOR THE 12 -. - \ -t 4-11 3 �n . , , ,� ��', z C<S " �r ,��. I I T PUMP STATION=20'MINIMUM .. -.*.- Lig< PRO\AVE(2)HELICAL COIL VICAORS,1-06 AS SHOW -I I 14 " , �......W -,m4, �, ,,'�r7,,,'. 4,14e to . - , , , ,5 - 11111 EX15TIN6 ,' I - 4 ,�, -1�,, ,�,,,,�,e�A I ; -,I A,-- � I I , --. & -*L 14 r", , - ,� , ,�� ') "-.,+ 11-11-1 BUOYAW,Y A)U40"46 PM NOTATIOH AW CALtOULATION PROPOSM SANITARYSYSTEM IHSTAUATIL *LENSTH OF AMOOR SHALL 9-M0-15'"6RD OR p&G,4 0-,,,�i� I, , ,�--4-l,� --'- 1.11-1 ,4, 1 MANHOLE= 20'MINIMUM - - 0=1 GOWM4ENCE MM"AGILE NEARBY CONTROL P% I I I-111,I 0, ",", :�,', " 1- -, �- - PRIVATE WELLS=50'MINIMUM `< ;,, . , "TEVER IS NEGIE56my TO ACHIEVE 10 KIP ULTMTE ,,,2 511 ER , --- z 'to e V�'. M�A III, 'I' I.-r , ��' - ,- ��;,�--�.� -1. - - 9t+`,:%t,�� i - 4 "I' � , T�u , - I I - , �� ,,�, ,�"Wk 4,1 fl,l�,��L�-'��F"')•�� I I ,- �,f 1U 11 IfYI-11 -1111''. 11, - ,4�,., 1 il: -�:t"�'Jlt��" ,,,� I I 14 11 i6 ,� 't 4 ��,'�.",,�,'�g',�,� t.�- , V"'APT"". , , - . � 1z , ,-,�� I-- *SEaNZE CHAM33Z AND TANK WITH HOLD-DOM STRAP W 13A-ca-EW � X701 1 E H1 --- I ��t- ! RETAININO WALLS = 10 MINIMUM CM.ELK 11 r 9 �ffll PROPOSED PRESORIZED ABSORPTION BIED. AREA OF C--,RGW D19TURBANGE: AND TLIRNBXKLE TO EACH IULICAL AW21OR --1 �Wl 1 V4 ;f.7".1,10; . � 8 -Z �- EX. ISt FL FTPRJNT TO ,�," � �4a-I;i,4�*,,,`,- J. A&I'41111AS�Ok"� I REL STORME TANKS(BILK GRD) =20'MIN tt I e A05OWTIN LAT'5 MOTEXTILE MAT WoEMBLY W DISTAL I= APPROXIMATELY ib,400 SOPT.(O.Mbl=) ,R' )R.- Kz". , -� I I ` " , --l�r-,"'i" �ng;!,, .1 - '.�"j - --� REMAIN(11M Ski 0�,�r:, I 4 I vr ',! , -A 14,,-.,T I-,'k ' I , - � - -SEE CALCUL.ATk';%DW6 E j I t i�, 11,:7;;z1 ;�-,,-. ,- :f,�*',,W ja 4-325'HOEx 16AYLS LATERALS EX CoNr--/ "'ll"', I"'I I:Ov�;� , - W-* -fv � r�-*my-,- '--?,7,--1;11 11 571 - �. - , - BLK NALL - ,� ,-- ,�1 '�_".� - s MAffrAN ALL SEPARATION DISTANCES f",� ..11-11,I--It- - �, A"," , , q - - EX.2nd FL TO REMAIN ---�� 0 " ". r- � !',"-fr��'A,�',,�i � � il , ,�� 1, - 1, ,4'�� , -1 I ,?� Q HORIZONTAL.SEPARATION DIST.FOR STORM 8 2 fo L�ii,,, I ,� .1-, . k� - F#12 -PROVIDE VALVE BOX NO D15TAL HEAD FOR EA60 LATERAL 14 0555 SFJ '�,1',�" 1�0 �"h,v',� -r - 4-', F- -,�, , j ,�l DRAINAGE NDN-LEACHINE7 5TRXTLIRES: 10- 4 I '�'� ' �-'�L-� ` :I,""i,�,A�":,,`�',�,!'-St� "" .�,:, .'r-�-Loq . 12-W M=W, �> NF#13 •-MAINTAIN 6RADE VEEYOND M,THIN SLOPE D"TO "--,-� PROP05EI? �-' V,�;�`:,, , , ,- ,� 1i �11, � � i ,!"1,4,,'� `k, ''U'Pr �� i WATER SERV.LINES"TERALSMAINS - WMIN _ t i/ PROP05WAIATUR.AL 6RAM oil MAXIM" 18 I �i�;,? '74R,t � - , , .:14,�,A�,� I , 4 , , , I " /14 EX.FLOATING EX15TIN6 2 5TORY FR. PHEWN6 /)j \ 2nd FL ADDITION \ �, L, "k "I �tP ,,'�'.io, ie UNDER61ROUND UTILITIES r VMINIMUM COW,.a-,W,LL � ly/1 -SEE PETALS,DWS SP3 11DAL HETLANDS BOMARY � C) '-,i�,,,�.-,4�,�"i,i"-.;'�.��,P"t"i,�',t,�,,..�-,�-,#i-- --471r "I . I',' ZIR I "M-� ;Z�,"� A�', - T-;-ni� -"t�ps, 1�& $LOGA,no%OF 5O%EXPANSION SHOM WOP DOCK W 13ASEK-:NT /,J�, 07112 S.F) 4 -J=", r: I '�`I��'Awl VEIMCAL SEPARATION DIST.FOR STORM 51 RE \ )�v-. - N 11-1 AS DELINEATED BY EX. let FL FOOTPRINT TO F-EMAIN(11,MO SFj a� . 14 I / \ PROP. 6 BEDRM ... � " 0 A I • - IEN-CON�ILTANT%MAY 10,2022 DRAINAGE LINES: PPZP-O5W RHP AND BASIN. p @ u_- WATER SERVICE LINES = 115"MINIMUM It: . 15h 15 3b.3 - (O ORENG50 SIMPLEX PF3005 PUMP STATION 0-5) EX.21d FL TO REMNN.OBW 5F) p( N1Lf:jpLEL.a lb.b.NLJ LOCATION MAP: �4� Uj U_ SANITARY WASTE LINES,= 18'MINIMUM X251. 11--1- �'pl PROVIDE TE LINE ALONG APPARENT HIGH X.�ETAL PROPOSED 2nd FL. ADDITION(iT72 S.F) I I , I NOT To SCALE 9.� �� \"\ HATER MARK ON OCT.21,2020 0 41 /�1'11 \ I \ I p - Aft FL MV PARTIAL ,, .'It * REM P6.ANTI-FLOATATION FLAN6E TO CaW5WT BMAW-,Y RAMP PROP05ED 6 BEDROOM -, - 5 w 4, . � 2rd R.TO Riff" "'� V!�j CONTROL,PANEL,MaW 014 PROPOSED WFRAME / EX. \ \ , (, IN q P w am,3 Em L-4 h-1-,K : SEE 0145 SP3 FOR MAILS M W-ORPIATIOR Fr-LP-L a lbbl(N GJ 0 = IN AND ALTERNATIVE 9 ID a I� I Am ap,pn.1616 43 2 �91 s 8904740" E > it'. K 12 - A54�� BY REMOVAL: --- , 4 A * - C -- � EAST.SYSTEM TO BE ABANDONED 13Y REMWN67 tt ......11� EX. \i�..- � \ PROPOSED PIPING: I EX.FIXEI) a x 2ndAUTO VOM D- \ I ON-SITE WASTEWATER TREATMENT SITE PLAN . ALL RESIDUAL 5EHA6E KA5TE5 BY A LICENSED I t-F-- -Ili - VFGK !c�a . 4'WR 35 TRANSPORT PIPE",UD.W 5 8.8 5W9xP0(1K S 79 05_?r 1 pr HABITABLE (1� -- .. WASTE HAULER,REmomwe,THE ENTIRE 5TiwnIRE(s), EX. v �� EX 2nd FL. z- taY 12.6- 3t'IV N W CTS POLY PIPE TRANSPORT PIPE ,\It, I 1 3 E .--- I SPACE TO (AJR VENT TIED , I �y$ iiiC SITUATE AT: i g - - -�- - � - INTO HS 5TK) I / -5 PINE NECK RD 5mwj-p, NY HABITABLE 5P. 1z�f : 04"'0157RBMCN PIPE(OVER 6EOMAT ONLY)PERFORAlED, k, - flt, I'll-71F#5 w 41. EX.A/r,, I \ DATUM: NAVD58, ,I - AIG - 1� I 1!1^ 13, 16 iv,jr- REMAIN x N 16 6W ZONE. IV (600 GPD/AG) BAOMLLINS WITH SUITABLE SAND AND GRAVEL + rzj TO REMAIN 1�11f MATERIAL,AND PROPERLY CZ)MPACTING. f Ib- *5f� 1111151: 1 '- n IN I WANO HOL15 AT 6 4 4 OU-06K ON5TALL LEVEU .;�--T--+ -+--+4-+--+ -D + + ' I 1z, 0858 5F) 20 AW MAIN 5ERV. D-u- t, �, EX.L.P. < EX RF 0 . . I EX L. t3l . . . 2L LMIT OF PROPOSED TOWN OF SOUTHOLD I Q - + + F USE MAIN RL IN H9 4� jJVK W �u-08 Ovp TAW T- +, ,+ + + .� . . + + !�Ik 4,133 S.F.NON TUI TANK,tb5F I b EX w :-4"/ SEE DWG SP2 FOR SANITARY PROFILE � ; � 0)- � SUFFOLK COUNlY,NEW YORK e , .,, Plk Ni;l+ + rTy PD PoRco, tyb95F 0 R", 1A h, tz5l - x6ji, 15.81 x FAI=ER(TO BE VEGETATED � 15.5' VORGH. >�- . iT5 5F : 12A Lu GONG.13LK el + +++++-25+ // 55F LU � p -___ 5(,-TM NO.: 1000-10-0542 APPLICANT/OWNER: . . -w- tt I .. . \ NTH ADDITIONAL NATWE . . I i;� � - -*' \ I -A - m� ---A� -r , P.ANTIW;S) . . -11 DAVID AND AL-LI90N AFFINITTO k- PROF05M 14� v- 10 -.3 8 - 21-!3145�0 Sk. NO K+ WF#12 le� � . 1p.-� E .. N6 SITE DATA: I 5 IRE -* 10 --I/r, I + FIRDP05ED 14 In 1',--.7�I I I PILARPAIEP EROSION CONTROL MEA% V 0 1�- 12 * 13 / PROVIDE SILT FENCE BARRIER EX KD 5TLT-51 10'' � /V, I . STORM DRAINA6E STRUCTUIZE PROPOSED KTR -(,A 1�- 110 5TR1J,/,-rURE TOTAL LOT AREA: 41AO4 50FT.(1.100 oc) AS SHOW(APPROX Sri UN -,� EX. V .--jA*... t)5 5F \� I 10 14 - 4/' 1 -\ A . N,'\�,, It -- I EX.5LATE � t7-916ATED TO DHEILLIN6 ROOF LINE 5PL16E I � rA yNu . IV \ �, FOR DETAIL AND REGURD-ENTS WALK,iII55F - I EX r,oNr,.13LK 14) 5LOPE -%v , sw -\ �4 RAOFF AND EX.GVI;V PORCH . C40NNEGTION PT STEPS, , - NY50EG ADJACENT AREA LOT COVERAGE TABLE SM DW 5P4 V,.DB� t�l��:...I- 4 W-- zz-1 '2-&Ox5'LIG VP(50LIP CA EX. I 1% ib55F � . ADJACENT AREA. +31,436 50-FT. (0321-1 ac) EX, , I . I- �� t �- - - , �Z- V.F. .. .... 1520- ,�,P N3 '1� I, X ,� I., .:,-... i- EX.PERVIOLI5 SEE 64" I M ON IDH9 SP4 t - . k�/ �'."'. . 1...'......:I .C,RVL vKvNI...-.-:..% - b I--, � �, L c-7uy ) i�i llqp� EX.5LPITL ka - .-.-- IC (LOT AREA ffim-r=ENTIDAL WETLAND BawAR-r AND 5ooFT WETLAND 5ETBAcK) . . TING . ,, - PROP05ED �'r \ I IN, , \ � f1051 . , "" PROP.2 FL /,.,, ,� 0 F it / � . -9: .1 5ANITA&1`rSYSTEM To BE , ,.:..�.�*... ,tt: 11 jj --�:..:��'. - ERY GONTRDL MEASURE - / , .� ��\ -� - --- 29 F - .. TEST � . 12 PROVIDE SILT FENCE BARRIER Wl SP K) E. . . TED WM . :,".., .: �m � PROP05EP -X. I ; - \ -PONEN1 COVERED AREA: ABANDONED 13Y REMOVAL i I A .�.a '.�� ..�..:, t �4 -:,1E-:53 .1. . . - - C,/ ly EX.26TY DWELLINE) -T.(6.101%) MR SCIPHS REG MTS -.-1- -.... HOLE ..�.... .. AS SHOWN(APPROX 51`1 LINM R I ( p - ER05ION MEASURE .p. \ -�- . �-:�.. ....'�.:. I �t::\-�:� . '.. �- . - - - .- il"wr :, � , - c , \'..'..... . . -1 --I EX PECK I....!"A :.,I .. . :e�--. SEE BOXED NO TM T45 PHO------- EX FLAT . - .: .. % FOR DETAIL AND REMIREMEM .1 PROVIDE SILT FENCE BARRIER M -11 , : ., .�� *41 90.FL(24114%) - . - EX ,I:: .. EX.R.D.HD PORCH t3-5 SOFT.0.1c% TIR LINE � -:--� - SEE D149 SP4 . ..... -,�I :. I .. �....-\ :-� ;-.. ./..,.,;, .,- ,�'-� � (R - '011, -14 ..�'. ..,.. '. W,�, - . :.�.-'...-.. . IF :,;, SHOWN(1617 LIN.FTJ FOR PTL 4 . .-4.I. ..... I ,�., .!� , , � 9 �) I 4 1: I - i 1"...:�: . . - - . ./-- EX.2nd FL. z DEC< I z i-2- - : , ,� "�, -_j EX.MEGW16ALS e DK-& 1� � I - mpa I P= I * \/I � I I I .-... - .-%r llwl��' -,-1.-TEST,7 li- ,,�,�. .. fI2 SG.Fr.(OD4%) -� . To m ABANPONEP�... 6-3 i6065F I I I z.. ': . .. 1:-�..-. :.. . I . < I . � . . L- 12.6 REG!"NTS,SEE PkO SP4 .� .... -�. . I- . 0 . - . , - *�,** I EX,A10, 5PACE m -�... .. -. Lj- -- 12 � I 1 � �LL �. w3 saPT (0.65%) .... , APPROX 132' ,*�,** EX.HD STEPS # SLATE IA!ALK r 14 , t PROPOSED . . . I r'' hb5F TO REMAIN m � .. . . � EX. . :_%�-Z7 - - STORM DRAINAGE STRUCTURE � I .. . .... - . EX.GAP.A6E I PL.APRON VW SOFT.(2.44%) ff) I,&ofF%T F90M - * I (tb5b�F) "� � --t MAINTAIN EX W<,RANICAL5 a 6ARME 64 SOFT.(0.1196) (N NATE 1� 142 DEDICATED TO DWELLING ROOF M LF. L WATER 5M\A SPLICE . .�'�.: .., . WELL ANG 1 116 " , *. A - , I , . .. ... . 11 GRD 5' 1 , , , "'"- .4 TANK,t65F -- , . ,I -------�--,�-: *.: RUNOFF AND EX.GV`RD PORCH k p --q,� �61 I f ,,- I TAE L�EL'I PIPING TO EXISTING,TAP -T � . .. . ..-... . � 0, .. . .�. �.....I I . EX.5WIMMINS POOL +120 50PT.(2.24%) ,:,?- -, EX.ELE(, 2-b'OxVILIQ VP(SOLID CWJ 2 117, 1 PROPOSED SERVICE TO 6ARAiSE � ..w- . '. EN ., BEYOND Ell), EX,POOL EmO cy , . EXISTING I STY FR 6ARME I � Ex,LP,' - �-- 1 -16- - ;.....'. METER SEE GALL ON"5P4 . . I . - T-4' 1 EX15TIN6 ,7?,� IN SPLICE AS SHOWNI ' '... ..... ... I 1p -\ -0 ly..:.,` '*.�� TH54 TA,PER r-N @ TL ADJACENT AFTA IMMWOUS COVM i-1211 501M(3,6M) Qj In : ,. ......,.,I . I;3 TO FINAL 6RP PROVIDE TIH6 61.11 - 5TRtr-TURE tx. -pi VIC1.1- .... I,;.1.. :� -- -- 14 z �) 16T lall ION 'I EX. $ - ---- s I-- . Tov LOT OOVE&Lff TABLE TAW EXIS- Ff : . lv� . - . "..'" ".://- - At , -- 6,1!64 50n.(IbbA)l n ,.. •�. . 1% If ...". 6 IQ m�WIFIED *Y\--'l .1. /DILAPIDATED/ OV5fT f0ll ,- - - , . . - 11w ., "�..w I .�N---� pl� . - I all d) PROPOSED HALF BATH . . \11, 7-- - - Z� . z I . MAN I AIN 6PD BUILDABLE LAND. f4b,c1qO 50-FT.(ID'lq AC) IL �� r: ZI i EX Vv 5TEP5� , , .w. . �- ';- *I �'.,.,-.- .:�...,". \ . ---,4---EX,11/6 PHWI" . '/ I . ""-,�3.-� t I 5 .1 .*. .. v T :: EX,ELATE - -10 - LINE TO 13E REDW1W - - I a% a2.mv,3 - - � 51 BEYOND (LOT AREA-HETLAND AREN (N 11 . . (*qf5 SF)fl " %,. . . I.. -- .1% � WALK,055F I I �- I I 3EP, - .... . ..�:� . .- "� , I I I � * . FOR ADDL INFO SEE 6 fl:�� , MIT2MAN GARAGE MODIFICATION 11 DRY ME , . � . .. . ..: ..� d � � cr ->5 � .w A L 11-1%�-L LEA(AW9 Z t BY KEEL DESIGN A650C. " .. " - , I ' . 1. I AS FEGIV,KWAIN S' . I M , 1)1.7 I: :. I 111� I EX.0A.*,-%�',.'-*-':,- v*'.'. ) �j& PRDP05M � .±1 � . - . . i - I .1 : ,I I I -, I �.:-- THEN TAFE:1,rV @ v- -� ---pr . - EX'5�.A tltblNG� � .. ...- ��, MOP05EI? I -- - , , . - CORFRIZTED COMPONENTS: pl� I x:-BR I ,,-, SEP BTM LIWE5 . AREA: WOLF Z� ... I .."." _, �. ? - 0 111, " � , -- . .. RD �n D� In 5e,OT 5C�HULMAN 4 KATER SERVIGE SPLIGE f .1 - . / .-I- STORM UMNA6E 5TRIZTURI!DEDICATED j�;\ 11 . , � 6w ') ,. , I;3 TO FINAL& -T.(4.02%) dll� . ...:... -' .�' .. .z . •I . . EX.2 STY VNEUINS tl,150D SOF .. .. �L ,:i To ROOF,R%vT FROM mmir-im .-,� . � . . - ., ,�'.,--,�,---�,.,�m��'.��,-' � PROP. TER LINE -�. � - (3 \1D -:�'-r.�i'��! :,��- � .. R QE C�ki ,@,;z m JENNIFER 5(,MLMAN TIN . TE NEW PIPING TO EXISTM TAP PROP. 51� - I-%, ..c %tl )�Ixk ,��) . EX DECK 2 , u- � EX. I -EX.ELECI . .�, . I 'L' *41 SO.Fr.0-16%) �11 PATIVO ,, I ,;2.�� \V-� 114% - I.-- . p Z -1.- ,:. D P4 ,,,4- }- ,� -�"1�.:*.2 ..: ;. -, , GARAGE AND OUTDOOR SHOWEIR ' - - -V4 : .... . . 1?�,ELLINO I ,�.-- - / . SERV.TO 6ARA6E IN SPLICE A5 59H4" . ICE,PT.OF C401,11% ...., SEE ENLARGED i 1; .2------: - U P j METER --X -T.(Oho%) , t .'.;.�. . . ---, � *1 - 9 ATE FILM- -t -6V x&LIG DEPTIH n 5, E -RO.HD PORCH t615 501- PHELLINC, LOT(T) -� E I Tly 0 RD 11 ..91-� .. I ,. , - .1 ,,*, % r ��-\. . �4 n 1425 PINE NECK ,, . I .. . 15-5 PINE NECK RD :%". -,'.�'. kdt�l . . . . '..-"% 11 - I PROPOSED I 5�CALC AND DETAIL ON"SP4 rv- a . . � --1 - , E X. EX.GARAGE *q'7 SOFT.(1.4M) q) X < - .. :�, � - PRIVATE WELL �, - ` . SANITARY U) EX.L.P. 16:3,x . , -) I I �.� \z PUBLIC WATER ...::: -.'�.:- - 1'--, -- , I I,... 5Y5.#, kj �� , - -.�.:��- EX.5WIMMINS POOL f120 SO.f=T. 12�3%2 W-1 LL � . 16 vw- ,,--- . I i 1AW.jbc,jc7 - I . U.P. .; , - . .... PLAY ". w FR X V� t I . � • TL I OT COVERME 14;323 5OPT.(q.20%) Exist. 4 ` I / �' ,z 4��- EX, . . ... THIS DWG. I 6 51 F--� x z AV * 1� ,,z -- - 4 - . . , I Ex. I . .. . — ,OCR \;;.7- � I -T,30 scr :1 . . OP05ED 16, �-, A - I�11 '' \ - - ;, --,:.�. 7 OaNpTOS w . . Nf-A . 141 \�, an-DOM SHOWER EXISTIN6 e< . \ •- .� . (3 - %ImmMj TO _53::�; il�PAR/ I .. F, --� I \t, FEWIL-Ab 6RVL BA-5E,*25-1 F- I STY FR 6AR. , _V".L. CID'2 - - - .1 ,.. I fA5TING UP.I- 4 N-L-K-) . . -� 13J3. CURB �f-RVC-5 '122MAL 2ffjllNe SIMUMM �:D m 2– �) PO% . - \ OTSET FROM 14 - •' 1.# . ._ . L t - / ARMCLE XXXVI 1322 .. .-.�a.I :�, Wolf 150, . SEE tbqa 6F rKv lvu�7� .-/ SUBSECTION 2,��207 M&O 6RO95 FLOOR AREA,(6FA)FOR RENDMiAL pHELLimes. . -q, U) 1720 5F .114'. -,�=Of 3 tg:6, CRI 13 -w�.-.. -.. �: : , A5 VEHIULAR = , . P SEPARATION DISTANCE REQW5 FOR i .,i.�:� VULLIM EDGAR 6OLPER ENLARSED"- - . -1 11 6umT I .it - IE�wm 6 :.. . . , � � I�.", .�'�N tFv-j PRV , / i Al.THE 6FA SHALL NOT EXCEED THE PERMITTED So.PTO.GALL AS,FOLLOWS: �) T- d) . . RICKAFD LEE 6OLPER 4 - - I ' tL-1 , .. - . .,. . -1.,�I � W -- I PROTE-,TIQN e.LOTS UP TO KOOO SF OF LOT AREA: li�lili4 � W 1:i) ...".. � , � . . , ?L .< -6 (P .%:. ".. :., \ Qj 11 2IJ 14ATGR 601 DERE -/ ,�� PROVIDE - m" . -. .. . .. 5,100 SOFT. D- W - Lu ,� PPOP05M - ., � -�:-, �- I � ,FOR,PPcPO%-D I PLUS 5%OF Lor AREA IN ExceG of 4o,o00 saFT. _ PUMP STA OR MANHOLE AZE51PENTIAL); I c - - TT" , I )!I- �- ,�,,, TO - k. ... .:1 I I SANITARY SEPTIC TANK5,I/A ONT5. --------:17 11 �T� L - .pl 4/ e1c ': � T K.ELEC, I li-;0-1, , :. - .:� ....- ..- % 0 EX, (W 11 L 0 T(179 PROP05ED . i P. a,N1. --�- .*.EX.41 ME a-,, - I HALF BATH t�� ,4 ..'':' �,a-, I, ..�.. . ..-- . . TARY CZFIPIY il�ll s- - &fit r / 1�5 �- EX CO- - - ")k r I'll, . �:, ,::. ,.,: .. . �, .. ) / bi,clq go-Fr.x f?�(5%) = I�K� �) co SEPARATION P15TANCES: � R2 I , ,?FSET fRot, -- I. , MIN.HORIZONTAL � ?"L, S/ � .PERVIOUS � ,"' 11ILLINCY ;11. STORM DRAINAGE STRU611TRE D •,-q� - I * I -L_----- 1b �� . ..:.. .., .... . I :,�:- �%�"�. : (EM,LIFT STA,T!!:7,�,..,,�,v . �', , - 6FL " , ., - ... . -1 . , . .I 1 e��,..--�`,AC-NEGIC P-1 J I . - 11 . 1 .. : � '... m- 'HIN5 FIEL,11;� ,m MAXIM6H i5f A N-LON150; 5,435 SOFT. I T 0 01 �\ . -I-311 . i . >--il A.BUILD M W CELLAR- 10'-O" , #I/ 4; . I I DEDICATED TO ROOF RUNOFF , . 44, I . W.'., . 1. .., . .1-.."'... LEN, , . I � "N 6m 1. I . . � I I S - : I EXISTM, ,.,-.I � . I I I , � . 0- - . . F ALL FROM MODIFIED 6ARA6E AND I . I . �. - 56DN5 REOWRE7,LN v.i . , p I . . '. . o ... , - B.BUILDING ON SLAB-V-O' I .. lz� . .,ids I 0 . ... 1. . . vp 11,136h SOPT - r �. ., .. DRvw OUTDOOR 5HOIAER I STY FR/ .,- I '- r1r;' : I . ..., EX 2 STY a46 W rROp,,--;ED;2rd M ADDITION:TI ON; KN N WIEL = 1:4 C.IFORCHE5,DECKS HOUSE OVERHAiN65, ;F :1 .; . 6ARA6E , . ,kv�EX PER\/' / i 1 143 15 .I... .-: ,.-: ..,�: ;..- -1- ��., -L = 100 SOFT, cf) CANTILEVIER5,ETC=51-01 lb� � ..:,... I-611 x 6'LIG DP(50LO COVER) .:: . WL I �DRvwr� 'L Z�l SLATE:PATIO I%, ..,�:.. *� .... .-.1 11�/�\ F,ROE�cgo�5fu 5ECM r P4 I. �� i Me) . ,.:* ... I I .... :, - ..: �:� ,. . I - ,-.�i , I PROPOSED 6FA- 5,526 SGI=T kl� --- 1 :5= IO`-O' , . I SEE GALL AND VrL ON VM SP4 �'....�.- --.� . . , . . \ \ -R I N`VEI Z T FJ"A'W i f.5 D.HATER LINE - ,- - 1. . zz� F'- / ZZ -16 ;z Lk �.? /// 1.1 X145.5 �* -: ' * . " .' I -Tbq05) ='5'-O' t,'.� , -- �- -111 '. :I�--ATE.-': N11 !Y �.. ... .. t '.-,. I 14 . E SURFACE WATER(WE I j �4 ' ,.�. , V,,�k SEE tploffim/TV�*"0 f/A OWTS UNIT----- . � _,- � . --- a , :.- ,I I I Li F-i�: I m . :,.."" 1`1, "..4 F.PUBLIC WELL=200'-O' . '. ,L:- -nNr . tX:!5toi,6�1 Iii . �40��: -� " EA5 71 57Y FR GARAGE �z x .,..I.... �. ,/ PROPOSE 0 -IN65 �, g U.".- . % I 1 DETAIL AM UTILITY -1-CD-H-5.DIVISION OF WARONt-IE14TAL 61UN-IM STANDARDS FOR APPROVAL OF PLANS,AND 4� ---I EX.POOL / %*h I �-:- I TO Im MODIFIED -'11..:�i��--��.'/ . .., I- -.... /4!,Q�".0 cRo!6ims var-,ow%,-e-, C7.PRIVATE W11 =15'-O" ,j ..- - , . :.1 . . �, - , .. r , B06H D.H. /"�k7 '.."- " �� A -11-111� � FOR INVERT ELD/ATIOF; - I . . ...I-, e Ili �� --- . GOWjTRlX,Tk)N FOR SEW.(,=E 015>05&SYSTEM FOR 5INroLE-FAMILY RESMjCr�5 H 14.RETAINING WALL MTRPROOF) = 10'-O' Z 11...Im.: PROVIDE SLATE PATIO #'.�:�..v..., 5EE"CRO55IN6/TREiNCki DETAIL I EX. - I : , ..; 4�,,., 1620!JI'llillillilit, -- - -1 .. . .. . _ f-- I DATED: DEGEMBER.N, J.U16 PUEL.TAWS= 10'--O' I . . P PROP05ED HALF BATH I �03 w ,..trKvI0,g--'�.1- / \, � MO UTILITY CRO%IN6 TABLE' 'I UP. EX&T� .. � . .....1, :.I - _ I \ TABLE 3 MINIMUM VA ON-5rrE:WA5TEMTER.TREATMEW CAPACITIES Fn , ;,--�, I 11 -*-, '*1 / . K.1.09 UTILITIES=5'-O" . ... I 8 IQ ----- : - _z 11 It ...�.ORVL. &.2 IN16ROLIND a_ & - 0 � L.ROAD STORM DRAINS- 20'-O" t1- � /t �`^.'' .* -_j FOR AWL WD SEE .,: mvxj - x �1-� "5P4 T- L 5HIMMINC, KA IFIR . . -- . 6 BEDROOM OWELI-11+97- EN01KE-ER: ------ :� ...... � �--- . I .: �, -1 * . !.....%..... . �i WEITZMAN GARAGE MODIFICATION .�I , �1< -4 - 0 MINI"TANK CAPACITY =660 GALLONS . ...- . . 0 I-i".. 16 �, POOL Luuj ..�,: . I .'�I LINE SPLICE M.ON-SITE STORM DRAINS= 10'-O" r-� -r ----� . BY 1134L DE516H A5506, 111.5� EX15T, Y / - , I NEI&IBMNO HU5 N ,-- -- N.CATCH BASINS OM-LEACHINS) - S'-O" t-� � ..;..-- (3 1 IN6ROb�v I Ppopor . . -- ±720 5F 9 ,�'..%%�., �... co"INELTIM PT ARE HnHN 50' .-5- -- , -,W -- I . .. , EX. �� , ,�OF NC-;`�,�-% .� 0.SMITARY'LEAC44 - -, <1 UP.-1 5MIWIN& LZ � � , I....�:, . .. I I OF PRDPERIY I/A OWTS UNIT LOAD CALCULATION: I� �-%N� IN&POOL c V-0" 11�t / I ,, .� � ,Ex�U.P. PROPOSED ., .:..�� WATER LINE i I jv ,1� ... .3 � ,Y T ,,�,- , 1. . P -I .-, 1�: ., �.; 1�,� P.SEPTIC TANK,RHP STA OR M.H.=5'-O' IS .*. .11 :p UL No.15A I I - .... '�11- � I :-- f) SPLICE;PT OF , , Z� PROPOSED SANITARY DE,516N FLOW: 660 ISM &N -T . 1 OUTDOOR 5HOWER, lljd;� 0 , I -- � •. .: � - - • " 6 BEDROOMS 6 110 VFV/BEDROOM=660 GPD C-1 , Q.PROPERTY LINES=5'-V �:z .....1.'.." ,�:",- CONNECTI b4 - . 11. .,�6 ' . �y 6� ,.,... � �e I PERVIOUS 6RVL BA-SE,tZ SF � I < I I "I �� <�"\�'% R.SWIMMING POOL= 20'-C / Q � , Lu I - .�'. I ` *g WJVRE5T -U5E (1) MVRo Ar,TIcN WASTE WATEp,TREATMENT p NT . 1. �..� ��..,�-�'.I C) I :-, �.-:�, WACE KATER LA - � , 5i I * �� Z 1-4 �� > -1 � -�7�-/ 1 - 'r 5.TOP OF EMBANK�M OR STEEP SLOPE 0 4U I ........ Z) 1 � [.'-.......... :_I_ I , .,. 3: IV . --� - . , . I 0 � w".. . �- , � . IS AT 9,111T-6T ile USE MOM No.ANWO,6RAVITY SYSTEM � 05%SLOPE OR eREATM - 25'-O' (Z' r �:.. 0 :,4 , �g 16 Izz I Z� es TOTAL TREATMENT CAPACITY:800 GPD 1 �5 �",� Ir - __A ..;..,.'%, w 1:-'. I (--, SIN, / ... I .p. FRORTIE 0 r- -9 TOTAL WORKING CAPA61TY, 2,466 GPD I" I,-.1;i T.BLUFF =65'-O" I .. < 1 I5, - -, I - w I 14- T / < � 1. ... --- 06 1 I'I / :��:, . -7- 1 ,-i P ::11 I 4F'. . I . .. 4. 2� i:A V) , � . , U-1 � , A �kp - !j U.DEcyQRAw =5'-O' ,�.7: ,* t�- - V,/ � fi.�p 10 c� I :� 16, �y � :- : . -- FLOW RAN66 50-800 6M I // - - - L,", .- I -, Q EX U.P. I . IZI- m 9 , -., �� 6' , I �� C'� I, � :1 ..w ,,�t 00 I 'LLU ��-1� �./ - SEE DETAIL FOR INFOPMATION,DWG,SP2 � r)- i- 1�1 Ll�N0.14A . ....: .11� '�x ,a-, �, C) IF, El 1 �3j '' . . I - - � q I -.1 .. w , t-- 't I .1� -.1 � 1!�� A,I ` : " , �- -- MAINTAIN FEWIREID SEPARATION 1715TAW,125,ONO 5PI I I'� 1, - �,.\, ,,/ SEPARATION 015TANGE REQ'IM1-6 -I...:,.,: u- L 1.1. I ce) ,,7t � ;1 I ' �t I - * - . Q ....:..'� - ,�� 3 , - I -.. 4, - -.1 .� - -Ib - --.--j ��,-, ,13S, .�.:,...�, I .. -.__�� .1 -,� FOR SANITARY LEACHN6 c� ,- -4 1 , , 1� f I....,.. . --- I, tl� SANITARY ABSORPTION BED SIZING �, ,,I��, . - .:. �. - -< / "zj- � k"r,I -r :,: 11A -, J5=Fpj=y T. BUTLER,P.E. w �p �, - -, ---- - - . .... STRUCTURES 0ZEElIPQ4TIAL): x ,-.�...�-� < ----� . . A PROPOSED'6 BEDROOM 0143-LINs ... .: • - I�, ,, - MINIMUM HORIZONTAL SEPARATION DISTANCES: � Z11 -,-:-;"�*:, iv - EX.POOL 4�1 ::�'.il.-,.-I I-- I SIZIN5 PM- LH7170AL,C&VILA,nON OF 600M W.E5 AM REMA71ON OF ME STATE OF NEW YORK tul . . I / ... - . I�` C, I A.BUILDINIS W CELLAR= 10'-O' L ... B<H5H PW � ,. :.., . TITLE 10 DEPARTMENT Or, LATH.GRAPIER 11.PART 15.STROAF05 FOR INDMDUAL ONSITE HATER . . I ...�In-�- . N� �� ENLARGED PLAN SITE PLAN BASED ON ORIGINAL Ey� B.BUILDING ON SLAB= IO`-O" � / . / %* : 5LIRVEY L SUPPLY AND INDMOLIAL aSITE KA51ENA-RR 11MATHW SYSTEM.APPS-NDIx,5-A --I z 5 -:,�� Z I �. '.- 1.11 I..) . , , C.PORCHM,PECX5,HOUSE OVERHAN675, IL , x m PRIVATE Z�t .-�: ..:-.,. NATHAN TAFT CORHIN,LAND SURVEYOR TAB LE 1: DALY vES16N FLOW.- 110&L5VAY/SE!OR00m(660 6PO TL r-LDW AND P4 0 1 CE�' I., . i � 1� CAMILEVEREl,ETIC =5'-O' 4�- '..' 1566 MAIN ROAD 5L.D.H.S.DIVISION OF ENVIRCM4TAL 01,11ALITY,STANDARDS FOR APPROVAL OF RA%/CAONSTRUOMON . .!�' WELL /�* - .. PROPOSED SANITARY SYSTEM FOR SENA6E DISPOSAL SY5734 FOR SINSLE-f AMILY RENDENC.E5 C � - I0'-O' '<�� / �-�,. * ---- 11 JAME!5PORT,NY IIq4-1 P.WATER LINES �14 2 �w .. WELL � '4 ..; ... . . - � DATED: DECEMBER A 2011 �4 < I I .. p ".....%i" V, x - .1 -w 1 7 . . I-SURF HATER WLANDW - 100'-V = � ,:-.�,.-.,; P�ELLING k�l ;�.:.,,.,I, . . - . . .-i- I I 5URVEYEV: APRIL 11, 200q . � Q .. ... ... I f- I'll, I 1. I ", - 200'-O* I . I.. . �z , -j . . I 1 �4 F.PLIBLIC WHI 1. - .. / 1 LAST UPDATED: SEPT. 2b, 2022 16M 13! HYDIROLIC,LOADINS RATES FOR PRESSMIZED SHALLOW DRAMIELDS(FED's), O IT I " )�: ...-,-� UZI 1 I 11 " .r 6.PRIVATE H9-L - 100'/150' C) z111 I....�.:.: I ,>,. . 11 / Ek �� EX,up, �,-, SIZE BA6EO ON BOTTOM AREA OF TRENCH:CATEGORY 1,VA OWS=5,O APPLICATION RATE . u- � )z - I I-j ko s PERVIO116 "' I'LL N0.15A T3 RnLL� DATUM: NAVDbb H.FET,HALL&tnRPROFI`)= 10-O' C ..��."..'. - � x � - CD w --� .�. GRA J.WO FUEL TAW,5 = 10'-O' C) �� :4w- :- . C) tt t), 20 10 0 20 40 PYRAMID LAW/%Y PLANE COMPLIWE, SANITARY ABSORPTION BED CALCULATION: �-� �- () �E .. c� ;',.. F-� vfz�w O ..--�.. I "11.4 / I Q) 1-"- �/ I--, I' = 20'-O" -6TURAL DRAWING 5ET BY P-4 z (3 1. - .. ... --_I N K U16 UTILITIES=5'-O* I� �** 1-4 .., 6RAPHIC.SCALE 5EE ARCHITE )- I t1- tu .......� 110 6PO x 6 BEDROOM/3D(APP.RATE-) = 220 GPD �}- w L.ROAD STORM DRAINS OR . .. .. . E C) �- ED ....., lw 1�`.:.;.; kn 3: �:�' ': 220 GPD/ 325 Sy-A-F.(TRENCH WIDTH) =blbq LIN Fr W U �, LLI f I i 1� JEFFERY T. BUTLER,PE,P.C. DATED I 1. - . 9� � - :r- I RECHAR6E BASINS =20'-O' x I:..:". 0 1� -4 -- . �?-: - > 11 . . M.014-NTE STORM DRAINS OR ;4 I I 1��4 .,.:...... Z� MAY 0,2023 TL.M46TH Or-TRENCH REGIUIREP =61hq LIN Fr n z �) . . !1.,�,.'I.. "zi- 2 ':�::.,� < F-lll < (3 " ... (3 .!��,., __j � 10-41 I G . ... RECHAF4E BASINS - 10'-O I .,.....�, k c .-,� EX.UP. I ... ... .11 -/ 11 .. . .. 1 I �: - K CATCH 546%,NON-LEACHING= 10'-O' I ... 1 . �� I IL No 14A ... q" 9 USE: 4 LATERALS 16AVLONG-7 EACH C/) Z < (3 1 ;�� V) .. w < CL ,�., � Q x I... 1. w -4 --6 11 = b1Y LIN FT O 0.SM.LEACHING POOLS -8'-O' , :r� I . , ,.," �C�k: LEGEND: i 6EDMATT SHALL. 'E DELIVERED TO E Lu 0 W- 0- x -< ..:-A-.. ------ - E 31TE IN ROLLS AND OUT TO 512E. - P.PROPERTY UM5- 51-01, 1 1: j..� V5 On 0 - I (� < : Q.TOP OF EMBANKMW OR 5 FEN -�.. . �� ! I I NATURAL eiRAM", 00 . �., I .,!, - (15%SLOPE OR 6REAT% =25'-O' FNI? ZLe E-X-PdRFB ,�.� ," ff x .1�.... �p PROPERTY LINE - E ROF05ED SANITARY 5Y-cMM, - --EL,EV. JL4 -- ------ PROPOSED INSTALLATION: r-4 �:i z i�� (3 - R.BUJ:F= 65'-O' Sr. EX %-1 ( I .pk:-S� .%, < i , DARK BROHN 05, j� .!� --4 Lu Q� ("N n ". E) I � �lz�I �y �� %`� I 0 COAR TO GRAVE (4)PDF LATERALS 0 lb.cr�,LIN.FT.EACH IN5TALLIED IN AB50RPTION EED. - t.-'..'. .. < - , CK - . . - . . - LOAN(OLJ BLN epj, 111111111111 > v PRIMPLE YD SET5N, ,--% // NTF MTR :<.. < () N. // -// -I/ , �.-': ':-,* 04--po,�T +-� bcfq.5,1 -< .. , HYPRO-ACTION •IgA4 EMV.11.4'- ----. BED LENGTH 15 WUAL To�ATERAL LENGTH. EA04 341"14 6WMAT%A --� v 6 -7z-,� EX U.P. -- ,-Z , S.SEP`116 TAW,PUMP STN I UR 2.2 1 I I - I I�T LL HAVE Ill PvG p - - (N . AILSOX -----� -w� -. SCHEDULE 40 PIPE;MAPIOE e 1'-O'ON CENTER,ORIFICE HOLES TO BE DRILLED AT 6 4.. 1. ' .�� I 'i Xl�:-*.. -// 9 I � .- ss M OWS %, 1 6REA5E TRAP 1 � . . LIL No.14A --------_ �- " �...�, . / -,/ ---� �_; 'r -�, I PROP WITARY PIPE - -j (� d) 0 - (3 OR MANHOLE =6'-O' . I. 11. . I. . . . . . . .. A EX. P --/,' - -� � . - PRIVATE IF., BROWN SILTY' OMOCK AND USED KITH&)MATRIX ORIFICE SHIELD. - 4 " -?Q �4 ce"I 4.01 4 7- � w :t� z (N . � 11 w � ... . . 1 .7 - I.L)� ' - L . I -- - 4 WELL VEWtISHEp 0B,Ey,T 0% --------- BLORR AIR LINE -A-A I . -7:0 EX-PA-Vt-�,E�r = "e-pj2 I MONTOON6 PORT SHALL r-r-- INSTALLED AT TIE OF T.SWIMMING POOL =20'-O' -, , .. I .A .1 - 930' 4. 4 . -!:� I �� ! I SAM(w DISTAL HEAD PE516N P1;4-1A.IRE OF FNE FOOT PER DISTAL WAD. ONE DISTAL HEAD .,�� < z 0 I . . .N �5 QO ' �s) I : ELEV.IR - U.DEGK/RAMP-9-O' 14 . . .. I. . i I'I., . - -3� It I -� , IN51VL �: END EACA TRENCV. (N . . � % , . .1l. A 1.00.00 ,..11 ., .I . . . - 0 0 -, . ETU GM RL ELEG LINE-E-E - c/) () LU � -V (:) ." , 'I-,' ...<" -j - %0 MANIFOLD AND TRAW-Pa?'T PIPING: . Dkc -1140 ci . . " ' 4 ' ' � 0 :t -� 3: '...D� PROP STORM MAINAGE PIPE -w -w - -j I �, I . *HEDIULE 40 PIPING TRANSPORT MANIFOLD PIPE SHALL 13E SLOPED z 0 �) . . . . .. .. & : �j , . 011 -' USE I-25"DIAMETER PVCS-e, > FL 0 (3 - . .. . 4 . I ��O"-�) I v .. * PROPOSED HATER.SERVICE - N w:omT LATERAL mEEHE--i I CA I-25" BACK TONAMro P"STATION FOR DRAINA6E MMWEEN CYCLES. I-ap �:) - u- M 0) DWELLING PINE . . I C) / 1-1 .1.�51:-, T0-9ETRft1-EV-lN-r,JMP-STATION DISCMAReE-ASSEMBLy � I.. - - HATER a HXS W < LE (N �) NECK ROAD 0 rz - , -I ----------_ --- ,HATER N, :..�.�. "Ir ELEV.5.45 PALE BIROWN I A V�1;:`7',,"�=N x I EXPANSION LATERAL E:��E�E �1 ,f r-r--� F-)-f LI) / PUBLIC V) I Pi . ":. -j EXISTIN9 HATER MAIN -A- L -1 43 0 �.& . �u-%-., * L-t�, L,� I I kn 46 PuBur, NATER IN 5TREfT --4- - C 4.4.-'i. I . - W-65 kau FINE TO kD U DWELL INS I I� 0 - % ...i FF = -"*-��- CaIRSE SAM BOARD OF -1 RUSTEES '....� EXISTING OVERF)0 UTiLtTY`LINEt -// --i, - FINISHED FLOOR ELEVATION i3 Ci :t.-1!- - PUBLIC HATER 4�1 ;1� 1�1< .I... (54 C! P-4 z L6 x --�.., EXISTING SITE PLAN - .. . I I r7ARA6E f LOOR ELEVATION 6P= r: EX15TIN6 U16 U16TRICAL/60HHUNICATION TOWN OF SOUTHOLD 0 �-- M 1,- / "....'�.I Z� -'-J SERVICE LINES: -E-E - fwiRumv,czNTaR ...........6------'** WATER 0 P4 z < . I DEMOLITION 5&r;.Cj FRO Z�� I .-t.,..:.. Z3 Q FERV QMBTLY; I ...'�:O --� m-EV. ID, 10A, DATE' P6t,e-Ata -- p-..1 �) ---I c� 0 EXISTIN6 ABOVE GROUND LIQUID PROPANE TANKS EXISTS ON TR5 SITE,No WORK I TESI HOLE -10- Emsmsunwy Pw ,(), EXISTING,CONTOLR - -b - 13 �J I Mm-E� BLA c+11) I zvo -1�I.. I- e. I I I EX P6 R FEN , . PROPOSED CONTOUR: -----_(�� ------%--^-^�-��` -------I 1177--i � . STOW DRAINAGE SYSTEM-. "b EX.PER" . :.. 'k i 5TO . ..'� I I EXISTINIS HATER IN PALE NO DRAINAGE 5TRUGTUIRE55 EXIST ON TH5 SITE. NO PROFV5W DRAINAGE , .0.5 . EX. *, 11111111111111111111.11 EX.p4p Fm I -1---1 . 1" - //- ��-. SPOT ELEVATION xb.O BR"FINE TO � ---, � --.11 COMPONENT WILL 13E RACED WITHIN 10'OF PROPOSM SMTARY`SrRV,1`URE5 // /I _ NTR KR ....-.7..... W4-pl " ; 30 B 0 30 (DO —// ... 1. SITE PLA'1�4 - PAGE: EX.0 .2 // . , 1,; 911 A- COP15E SAND I',------------ . . I 301 - 41 � :. . -3;w4 -- F - -01 �1.Y/-, . - ----.-----.-------. , � 6RAP1416 SCALE = SANITARY 51m: .. .: -- .LIL .14A '---�. . :�.� ..,.. IN[eg'< -// --,ec- PROP051D I'll ---- --.] 5 . 1. . .. .. .. . . . . ----- I- // - (5N) -1 I I . . . . . : ---z-1 . - EX-NYD PROPOSF) WORK SPOT ELEVATION (�) m".-5 11 I RA sqL EXI506 SMITARY'SYSTEM SHALL BE ABANDONED BY R&W&PER SCOH9 REWIRe-lENT5. A � . .. - . 10011 w 'd..,. . : ---::-- - -- : � . . .. N �5030 4 . .100.001 �.— . . I - . 14 . . '. . . - t Ee5 EX PVI�N-r - I - I . . 1�- � . . . . � .- --------- - .---- I I EIY- MCDONALD 6EDSOENCE ** I I ,.. . . ,",',"",',,""I'll", -,�'77, " . 4 ,� 1 T y I . � � �.,. � ,�,, ,I. �: -08 �� , - #0 NOM To CeQHM36= . . .d �, , . � t - EROSION CONTROL LEGEND: U6 ON 06 -2022 . .. . 0 :,� , -�LLL ,;�:L;,",1,, "�__ _ .,�, - ALL 00145TIRX'TION FOR THE PROPOSED 2nd STORY ADVITION.WILL TAKE PL.AiCE WITHIN THE . .. ..I �l - � ,.. ,- LL, . ,�L SILT FENCE`SORRIER +H I..............I............!III!!!!!!!! HIGHEST EXPECTE)6ROWHATER PER spi . EX15'nM6 FOOTPRINT OF THE HOME AND WILL NOT REQUIRE MY PARTIAL OB40LI110K 30 . 1 () 30 bO TE5THOLE=EL 1.0' RECONSTFIr,TION,OR EXTERIORALTERATION OF THE EXISTIK9 FIRST FLOOR P'NE' NECK ROAD . — PUBLIC,HATER IN 5TREET 6RAWIG 5GALE I" = 30'-O" 4 5173 FOR SAN.5TRU(,T./601`410NIENT Dem us I CLOSEST IW5 HELL= EL.5.43' 5G[)ffi APPROVAL AREA: - '" - -----, -"- I SEE"5P2 M16HEST RECORDED) 71 " of 4 r.-I.-�j '� A""T lli�ll PP-1 N ' E p -1 ] 1 8 ' Fj I I- [11,11--i �, . 5 � � I ", I rk,P��,� , � "ll I `- 1��,,�-�- - " , , , " I`�,- - � - ''I -1 I , , I I I I " 7Ft � I � i mt � , "j, ; If ,I I - I f I I - . s FLW/GOMPRC-55ER FOAM CIRG[AT NEW 20 AMP,I POLE BREAKER DEDICATED FROM UTILITY � b TO Ifl'DRO-ACTION GONT'R01_PANEL PROVII�R � �b 6 6 II www.dignetnycli.com C43LI LI0 A r�F 7 � 1 MI SPI SPRAY �" Pi N Pt N Pi N CI N 1 2 3 4 5 6 120 VOLT,10 5BZVIGE TO"YDRO-ACTION INGOh0N6 5E3�1/ of NGWYOFK��IY or f PUMP RATING: °•^••• CONTROL PUP- (DETERMINED wor call811.co) e� PUMP PUPPP RATINGS- IS 0 F.L.A. �-� AK-080917-1 (2 Rb,Rb M I"PVG Plf� BY OTH�S) /� ��NG�� (for other states) p N N N MOTOR s w x w s 0 < o J "°" " 14x12 P N c m 2 WDRA-ACTION MYDRO-ACTION VrILITY } F Y o ® ® ® ® ® a0D INSIDE LID VIEW AERATOR I/AOWTS MAINEULDINS 5E3NIGE yq Q GB2 GSR 6 LCA t I 6 3 w w o" ❑ �� NQ7E: ENCLOSURE HNNCE TD THE RIGHT ELECTRICAL CIRCUIT METER z rc S M. [.,] or By law,excavators and contractors working in For safety reasons,homeowners are strongly ' I REGIRG GON'TROL PANEL PANEL a o ° the five boroughs of New York City and Nassau encouraged to call as well when tannin an O planning y a I'A,-14'h PUMP PUMP MTIN55: � a a a � � g � � � s s I - � and Suffolk Counties on Long Island must type of digging on their property. J d AA MOTOR 3/4HP o IISV ISA FLA. m 0 z v - g �_ - contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at tZ.. t� e than 10 working he 1 NMI N Obi �� C�9 W4 C� (excluding weekendhours but no s and legal holidays)prior national call efore you dig 0 or by lnumberng 811,tFor z �� Q$TING to beginning an mechanized digging or excavation work completed on personal �11GB3 M3 CONNECTION DIAGRAM I. BURIED H Of:24 I POl5 B LOW 6RA SHALL g g y gg g p ® ® ® ® ® HE A MINIMUM OF 24 INCHES BELOW GRADE GROIIHID RDD excavation work to ensure underground lines property,it:s the contractor's REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 10 In also submit locate requests online,through contact DigNet.Having utility lines marked V �'�'�_ Fy K J + are marked.Excavators and contractors can responsibility-NOT the homeowner's--to p-•"'"=--� MPI MIXER 2.All PI.EGTrRIGAL WORK TO BE PERFORMED M PUMP 314PUM0 1DVf. C? AGGORDANGE WITH NEG. - ITIC.If you do not current) use]TIC, lease prior to digging is free of charge. N IrEOTOR 3/4NP® 1151/ 15J7 FLA. call 1 800-524-7603 for more information. 9g g g PROVIDE -WIE.L5 ON OUTSIDE OF LID _ ELECTRICAL ONE-LINE DIAGRAM 20 AMP BREAKER IN MAIN (,B¢ I I�-- 6� �� r '19L 1112 Ills7I Ir Z,;70;; "? ELECTRICAL PANEL M ,�.Ni.1 � :N0� PRLEC�EiIALDIN6FOR GI <� =asq PROPOS® I/a airs Gor�P Cor�'zArINt55: b HHT MOTOR I/4HIP®IISV 5.4 FLA HYDRO-ACTION N � �o `� � � '�o `� CONTROL PANEL REQUIREMENTS: Mr � Z I.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE PEDESTAL WITHIN AN800 BUOYANCY CALCULATION: NOTE: ALL MOTORS MUST WAVE `'��® � ��y '>�'Y VIEW OF THE SYSTEM THAT IT SERVES.GNTRL GNTR AND BLOWER SHALL BE MOUNTED 35' IMFR1JAtL OVERLOAD PROTECTION. � �` $• Pt N Pi N PIN C1 N 4 6 Imo`®( � A►�!(OtC�CfIRC HR�I � " �- 1 z 3 s I � ABN FINISHED 6RADE(MIW OR ABOVE erg PWS 2.o FREEBOARD,HH a EVER B HIGHER BUOYANT FORCE 15 RESULT OF AIR VOLUME WITHIN CONTAINERS FULLY s• R N b IS N PUMP) F�1 PUMP) pltt�IDMIING ®a.,e Imo+, SEE'H'FRAME DETAIL ON DWS SP3. IMMERSED IN WATER. ® BLU I 1RI-QI RED" 2.EXTERIOR PANEL(NEMA 4X SPEGIFIGAT100 PLA AM%T ENABLES THE SYSTEM TO BE ® ® ® 5ER1/ICED AT ANY TIME,ELIMINATING THE NEW TO AGGI_55 THE INSIDE OF THE BUILDING. BUOYANT FORGE: S 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT 6ASES AND M01STU�FROM ANbOO COMPONENT BUOYANT FORGE = I= L135 -I rLi N BLU PINKA J 1 REJIUiINS,THE CONTROL PANEL OR JUNCTION BOXES. AN8O0 PRE-TANK BUOYANT FORGE = 10 p11 { m 4.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING,SYSTEM WHICH WILL ,554 LBS A REGIRG RUNNING ACTIVATE AUDIBLE AND VISUAL ALARM'5 THAT CAN BE READILY SEEN AND HEARD BY AN&OO TREATMENT TANK BUOYANT FORGE = 3234 IJ35 BLUO O o o THE OCCUPANTS of THE BUILDIN9`5ERS• TOTAL BUOYANT FORGE = 15,228 LBS I LRI YE3JW11 MT 5.PRE55MIZE'D MUST BE EQUIPPED WITH A CONTROL,PAREL WITH MEANS OF CONJEGTINC A PORTABLE:6ENERATOR TO OPERATE THE SYSTEM DURING A POWER OUTAGE. ANTI-BUOYANT FORGE: MIXB2 RUNMN6 HELICAL PILE ANTI BUOYANT FORGE = Ibp00 LBS RI YETI TOTAL ANTI)-BUOYANT FORGE = 32,000 LM LRl�at4 BUJ RENT [5 PLG Il�lf BRO�ro s�C,F �eD Y W ANTI BUOYANT FORGE: PINKBLU - 58 't 8' 3 EXIST.GARAGE EXCEEDSN6TH OF ANCHOR SHALL BE A BUOYANT FORCE BY A 2.10 SAFETY PPROX. OG 51BLW BLu 5 6 RED � AM. TO I�MODIR® GRD OR 14•IATEI/ER 15 NEGE55ARY TO AGHIE NIE 10 KIP ULTIMATE ALARM (PROVIDE: q , y o�� HALF BATH) HWA MJM 6.FL EL.0 118.4' EDwn nnnm TEST Ilyt II,,,I�� O( EXISTING Q ORC 6RADE AT EIlD6 o EL 316.2' O LIGHT ALARM = PROPCIEW CLEAR OUT AT FACE OF EX.6ARAGE 210 PVG RED Etc WHri �' SEE DETAIL,DWG 5P2 m _ VENT PIPE CO m ENABLE CORNELT IF A MIR COVER YE16%LE%DM 60 LB5 A F--�-^ I 2YEL Il PLG INPUT - _ 5ECAP W 5 N:nY LID OF DEVICE SHNL HE PROVIDED. STACK � f�IL TO REMAIN • ' 81 T AL. I LEACHING AREA) W r 3 OVEREI� 4 t2 PLGINI'I1T RE-TREA SENT TA 1,648 GAL. / MODIFIED �TIGOCw�ALOCKING,HAATTERT161-117�1NSEGr-PROOF,RAT, .� m BE V L :j GSR TANK NITROG 6PP116E , --•- 51Cb PROOF,BE APPIaOVED FOR 5H�LAGE USE Nt HAVE W PROTECTION O E� EL.143T �••� .� X 44 SDR Sri XPOR1'PIPE, 30 to PLG INPUT R K MODIFIED GARAGE TO E=N,f62.1T LIN.FT. EXISTING GRADE OVER EM o EL.312.3' W X MIN.511�PE=Y,'/LIN FT X Z lL. TIME DOSE I7 i'L.G INPUT 3b2JT'LG,xY4=15.54"=130'MIN SLOPE BLU DEMAND PLG GNTRL PNL WU �_ O HP120 COMPRESSOR AND POWER LINE AND MISC. GONNE:GTION5 TO BE NATIVE ILl O SPRAY is PLG INPUT BLOWER TO BE IN5TALLE�REMOTELY MODIFIED AS REQUIRED TO ACCOMMODATE: UNDI5MRBED � M . < US (SEE SITE PLAN FOR PROP.LOGa REMOTE LOGATION OF OP5 CONTROL CENTER 501L _� 1�-=1 O w WI BI WI A5 SHOWN ON SITE PLAN j1. .,, cn W ELECTRICAL SCHEMATIC DIAGRAM _ _ \ .�/,,/,�,�,,,, O NOTES: PART' OF \\i 1>=.o Pr., O U (N FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. " ----- ----- -- -- -- /, ;, ;SEL.45 �� i 2 PVC VENT LINE(TIE - \/:�'\//\/f\l/'// w MAIN PANEL DI5GONNEGT MUST BE PROVIDED BY INSTALLER �: PROPOSED SANITARY SYS. �,�;\\//vim\/,\\; z m DASHED LINES INDICATED ITEMS NOT CONTAIN IN THE PANEL.. INTO BLDG VENT STACK) � N �/\\/\\/\\/\\/\\ ,Q RK>bUIRED TORdUE FOR TERMINAL BLACK SCREWS 15 IG, IN-LBS. -- RISER DIAGRAM �'''''''''''''\'' FIELD WIRING MUST BE A MINIMUM OF 60*6 COPPER WIRE. \ \>\� \ . i' r INNOVATIVE/ALTERNATIVE ON-SITE CK I INSTALLATION II II �� uA�� I I UNDISTURBED REQUIREMEN'T'S: WASTEWATER TREATMENT PRESSURIZED SYSTEM �i\��%\\%\%\ \\ AC. ~ I.TFE I/A 0VIT5 TANK \ \ \ \ Q VIALL BE INSTALLED AT EN6IPEER: AE RA710N DIRECTIONS(WITH A �/\//\ \ /,. OV- NES jil :^ LEVEL IN ALL P.T.. NSTALL POLYLOK SCALE= NONE ` \\ \\\\ //\\ [- -," MAXIMUM TOLERANCE IN c[T P'REIIRIR.41 T EFFLUENT FILTER, �y \\%\%\/\/\ BD.PRE TANK®EL.42' y\\j M\ 80.AE3iATiON CHAMBERCL ° Y T C <° ANI'DIRECTION OF+/ +n TANK P/N PL-122 ►n \j\\��\j\\j/\\j/\\j\\j\\j\,/\\j\\j\\j\/�\j\\j\\j/\\�\\j\j\\j\\\ CO �''� ' ,.*E QUARTER INGW ON AEDIM)M PROPERLY ADVAN 2 STORY FR DWLG C,OMPAGTH7 SAND AE1A711ON CHAbS� SEE'PROPOSED BUOYANCY ANGHORIN6'NOTE(SITE PLAN)AND EXISTING LEVELED AND SEE HYOROAGTION AN800 BUOYANCY GALL AND DETAIL'ON �n 4� 0 ,34 (FREE FROM ROCKS)OR DWS SPZ FOR PROPOSED METHOD TO COUNTER E3L10YANGY f,`�..__ rtWPER GRAVEL. . , . .,cr.,. ,. ,• FX TO (�I,O4DSPU _.,. EX 2nd FL TO RE34l.M .EFFIZEY T. BUTLER,P E. 01ft SPI aasnNs 5A' b.q' 21d FL ADDITION �FIT-M 85'MIN 125'MIN 85'MIN 0712 S.F FP IL 0 46B HYDRO-ACTION WASTE WATER TREATMENT PLANT GONTRAGTOR TO ACQUIRE: o MAINTAIN GRADE J APPRCIAMATELY 140 CUBIC YARDS OF SOIL DEFINED 6EOMAT TRENCHES o 3401,0E x 16.43'LG EEA 6EOMAT TRENGE5 0 340"WIDE x 16.43'LG,EA V BEYOND PR01�5H2 PROP.b E3EDRMS MODEL No. AN500 A5 '5P'OR 5W'PER ASTM 5TANDAiRD5 USED FOR THE LFACHIN67 FIELD FRB.r 168 hLGJ 5GALE: NONE PROPOSSED SANITAPY SYSTEM'INSTALLATION. _ CDCD F A RISER COVER W°I6F[S LESS,THAN Fi0 LE�i A ��G �T�L {G � O SEGONDARY SAFETY LID OF DEVICE:SHAD.BE PR0IADEE7. W/ I PIPS Y -7 6155"T DSTA-PORT ) -'cv N PRGNIDE GOV x �O wr WGATED•DO OF LAMAL(TYP) PPZF05W GRADE EXI511N6 WI-EN W32MRFD TO EE SET AT FINISHED GRADE USE: FROPOSED�� __ �--� �'I ,�� OVB2RLE��NS FI ~ � • TIG CO"V ;!5-L.GVKIN6,HATE R116HIT,II�EGT-FROOF,FIAT, OVER LEKBM REQ Z GRADE AT DWEiLIN6®Ei.112 q' 'I � b � � Q Z Q Q EXISTING SKID PROOF,BE APPROVED FOR SE10M ISE 4 HAVE W PROTECTION EXISTING i / „ ^ O N O 284 PVG PROPOSED GLEAN OUT LOCATED AT GRAVEL DRIVEMY WITH GRADE OVER ' OEM � VEIN PIPE FACE OF EX.ROOFED OVER PORCH 0 5EL6IAN BLOCK GURBIN6 L 5 01L�L3�D' \ !l. Ln Z } CACIRWT CO /// EX DI IEL.LIN6,SEE DETAIL,DWG,5P3 (BOTH SIDES OF DRIVE) EXISTING GRADE OVER ETU A EL X12.3' \ .....,:,.,.... :.,.. O i ;^. : .;;:::,,. BO.NODULED..•: / / .BA.MODULE B BA.MODULE 0 TO HOUSE \ \ \ \ \ \ W/X/\/\,\y/�// \i\i�\�/\�/\ r\D�.�i ,\ / r:.- "` ;:, �..i4}tI'fIYF'j %iiyi, .,&,.14n'(Tff�) , Ei..14JT:CIYP) w \ \ \ \ \ \ \ \ \ \ \ <y\y \� \yam \� _._ Z STACK I Z x. I I \�j\/j\�'j\//\/j/j/j\/j\//\/j\�/j\/j\/j� \/j\/ \� ./.\/ / i li l ,/moi.\��i,li l / - / / / /\yi\yi\ r O O- \/\/ -------- /�/�/ ELEV.IR NATURAL GRADE, OA' O O ELEV.11.4' DK M LOAM(0[1 05'EUi 6W `'C) LU X� \\ \ \ \ Z 1 < - --- w O \ \/\ UN5UITABLE SOIL '\\�\ \ \ \/�\ � \ \, y\`�� y\��i\`% `�� t= ' ` - \/\� �Y\/\/\/�/\/ /\/\/ ., [1.14�5 ([Yf'. 3 / /. / OEM/® / / \�\ \ \ \��\\jC�\`�\ \ \ \ - \ / / / / i/`y\i, tCPTIVE -1 W (_ O \/\i TO[�EMAI N \//\//\//\/ //\/%/\//\\i` / �/ /�\/� i Z- t9E ALL UUI�AI S[ / EPC.DNBLING \\//\\�(NON LEAGHIN6 AREA! ¢i\ - -� -yk =' , NATIVE �,\�,\ 1MD151URBED' H Q m EL IIDT 4'�SDR 35 XPORT PIPE, UNDISTTURBED I I //\/\y/\y/\y/��iy/iy!%�\�\:y! \��v'/\! iUj ab /\ ;uN501t,R$EDy�\\�\ 501 E DrN �' p V O O PHILIN6 TO ETU,14633 LIN.FT. SOIL I I /j\�//`///`///`//`//`�/�/�/ i. \ \ 0�(" � [ RATFAEII 501E �� > W HAEME IL BETWEEN LATERALS \\/\\\\\\\\/\\/\\/\/\\/\\/\\/\\/ \ 2 i� LATERAI 5 / / RAIFAUM SOIL ��/ RAMAHLE SOIL 5 O Z Z N MIN.SLOPE■Y;/LIN FT I I \/\/\/\/\/\/\/\�\/\/\/\/I.E.o Pf. OF Cti AIG. >\ \ \ / �� EE P'UIVI@' I�ASlI1T SHuu l BE To Ty �, SPINEL[3E RN3 EWES TO \ \ �\ : " ._ /\//\//\//\//\//\//\//\//\//\//\/\%_ / // I I \_ ///////\//\/////////////i,7,/; i /,� / SWHL[3E I�rw[�To NNv\� 5HN1 eE R ro F-�i Q 146.33 1.6 xY = 1158 - I I \ \ \ \ \ \ \ \ \ \ 13.95 EL.44 \\/\\/\\/\\/\\/\\/\\/\\/\\ ®1.5.- ACf86 NON•RATmu SOI. A6GLS Nd1•RATFNBLP So ACCESS N0N'itATFFJNBLE 5oI, \ AGGC 'ION RAIFJ�EiE 5011. 4A' A-N U.1 �L ,\i/\i/\i/\i/\i,\y�\i/\i/\i/\�/\\i, ,, ,, ,/// ,, ,, ,, ,/\//\/j\//\/j\//\//\//\//\ SFE f'ROPOt�REIIPOR(� TH@l[ IPSTALL871N TRE31U+ TfBt RE-IF15rALLID IN 1�1r,Fl Tf01 IIISrALLI�IN 1[�31GF1 \ \T[@I RE IHSrAIfD IN T1�NGH� O O 1' O�iT MIN SLOPE I I \\�\\/\\�\\�\\�\/\\�\\�\\/\\\�\\/\\\�\\/\\�\\�\\/ \\\�\\'f\\/��\�\\�\\/\\/\\/\\/\/\\/\\ EL.431 CONGRM ANIT4WATATION z _ _ _ _ ,. / EiPV.79' MN 60 Z_ -L 4'�SDR 35 PIKE -N '44 , , `� _ --- �1 } O \\/\\/\\/\ \\/\\/\\/�:/\�M. IEl6 DWG,5P3 ~ B.O.TF84"O EL~. : - A.TT�Q[C.H O[3.7.9 `� 'w BA 1R[34U19 \ �% A.TRENCH o E L.1q' --- Q_ LL m m A.C. ETU TO LS, j\/ /\/\ /\/\/\/\/ '� `/ I �^ P.T. XDDV LIEU.FT.MIr1 '\ \\ \ \�\.; \•��✓� , �\ A\�\�\�\`�.\` ��'�. I� LL N O �..><8NTION IC Il R / / /\/ /\/\/ \X \ \ \ \ \/ W \ \\ Fa � Ln � �5LOPE=Ya"/LIN FT ��\�\//\ �\//\//\/\\// /�\ ///\/(\/\ \/\ \ ///\//`/ \�\� W/SOIL D1�IN�A5 _ 1' NATIVE \� �' �8A8 16 x Ya = I A) %j\//// //// /�// /j// // / // /�// ////// // / \\'�/� �sC\, 5P OR 541 BY ASTM 5TA?DAtD5 O \/I'VA\'/ /\\�/ UNDISTURBED ,\�/j : .\ \\\ \\\\\\ \\ �\\\ \ \\\\\\\\\ \\\\ �/ // HIGHEST RECORDED - .. -OA4 MIN SLOPE /\/j\\j/\//\//\//\//\//�y/\ \//\//\//\/�'� ,\ h��Al-�a-1.•UTe21V51 � 0 \� 501L� \j/\ \\j/\j\\%/\\/\%\ \\ \%\\%'\\'\ \ \ �i\ : ' \\/\ �tl`/o Ei_5BP 6ROUNDWATBZ o ELEV.5.43' 0 Z PART OF / /� ///// / / // i/!r - �L665 WELL No.5161601) W / \ \\ HIGHEST REC40RDED �//\\\\/\\//\\%�%\\ � � - -�- 31 N /j/////�// /\ 6ROl1NDWATER Q ELEV 5.43'`//\//v/\//\��i\/\/\/ /\ / 1 O Q PROPOSED SANITARY SYS. RISER DIAGRAM `\ �\;��,;\�;\ ;\\\ \(pOWATL► �\\,/\\ \ , • /�\,\\,\\,\�,\\,\c,\\,\�,\\ \ \ \ \ \\moi\\�i•/ INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT /�//\//\, B;o.I?f�TAMC o F1 42' y/\\j/ / Bo.xezAnoN GHAr�R o E�.42 �\//\//\//\//\//\//\//\//\/\//\//\//\//\//\//\//\//\��/� PRESSURIZED SYSTEM \\%i\.\/li�\/il%/%/% ' /i`%%% /%%iy/i\%\\'':%%/i\�i\\\//.\/li:%i\�//{\a%�/i\\�%%i�\i%%��./ p SCALE: NIS ADVANCM Th UNN LL PAGE: SEE"PROPOSED B O'rANGY AMaIORIN6'NOTE(SITE PLAN)AND TEST HOLE SES'HYDROALTION ANB00 BUOYANCY GALL AND DETAIL'ON BY: McDONALA 6EO%IE'NGE: DWG,5P2 FOR PROP05M METHOD TO COUNTER BUOYANCY DUG,ON 06-08-2022 _ H16HEST EXPECTED GRCUN7'ATER IWER IN PALE : IUD PER TE55THIOLE=E L IA' OR0[^I1 FRE TO CLOSEST U565 WELL=EL.5.43' C4IR5E SM SPZ (416HE•ST RECORDED) W n, un ELEV.-5.1' "am ---- --- of 4 lzG Key NOTE: TTE VALVE SHOULD 13E THE HIGH POINT,WATER www.dignetnycli.com Control Panel Wiring Diagram _ ) wwwcall811.com C+ •Factory Wire OMM �► SHOULD DRAIN BALK TO THE PUMP TANK AND TO ` 9 of NEVI YORK CIO °f F Model VC0M-S 1 R rO .Field Wire ( ) Alternate Wire Field Wire 6L-OMAT TO PREVENT T�ZIN6. Y &LONG ISLAND for other states Aud o Alarm,115 VAC 814 AIRWAY AVENUE ' AL .Alarm light 511T1rERii+t,OREGON 800-272-4480 1811 0 s AS -Audio Silence Switch 81479.9012 5990 PVC,TEE NOTE: PLAGE V15TAL PORT Q a o CB.Controls Gtactft Breaker A56E1'1BLY AT END OF MAINFOLD By law,excavators and contractors working in For safety reasons,homeowners are strongly Options` �'r DF .fuse,120VAC/tA TFIEPNONE: I FOR�� .Pump Contactor the five boroughs of New York Cit and Nassau encouraged to call as well when planning an i PRL i � 48fR1,34g-9843 A G PGB.Pump Circuit Breaker �j-ON40 PVC,{PIPE g y 9 P 9 Y + X2 X1 PSA.p},o,ze L;�Surge Arrester (5411459 4449 � FLAW 68oMOt LATERAL O and Suffolk Counties on Lon Island must type digging on their property. ' --- PSG_ Supply g ( ) 9 e of di in .... .................... ......................... PSA -Power Su Cord 24VOC WEBSME: contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us direct) at AL RTU.AT urinal Li Controller O (excluding weekends and legal holidays)prior national call before you dig number.For X Q X1 R X2 A2IM At veww.orenco.cam Q I 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the TL .Terminal Link '^I to beginning any mechanized digging or excavation work completed on personal TR .Transformer 12Q-38P18VAC PLAN ` /I EY`t SEFfiG TANK AND/OR excavation work to ensure underground lines 'options 4-K �( PRE'II EATMENT SYSTEMln�T PIPE EQUALIZATION/ PLAN VIEl^l 9 property,it is the contractor's At1T0 00 PERFORATIOW THIROTTLE yA�LyE are marked.Excavators and contractors can responsibility--NOT the homeowner's-toQANI HT =Heater � � �G also submit locate requests online,through contact DigNet.Having utility lines marked 8GRADE TO ITIC.If you do not currently use ITIC,pleaseprior to digging is free of charge.PL •Power unMANIFOLD PIPE C.D. call 1-800-524-7603 for more information. J • PRI :Pump Run Light GLEAW t DNlnzT RUNOFF ❑ ❑ ❑ 194 1903 192 DOt COM SA 1 2 3 J3 Jt 4 ,n 2 1 5 TB2 =Surge Arrester � 13UILDIN6 } -t ifiemale Alarm Connections s DISTAL IAD PORT 1 RTU �.-..._�____�,..- ►t-•, u Q Q PUMP STATION PLASTIC RISER W/ SRT QDM&NOTE5 AND REMIREMENTS CONTINIB2• GRADE TO DIVERT WATERTiGHT GAP BASIC,DESIGN PARAMETERS I 91 10 1911 012 1913 DA 15 19168 177 RET 48) TB , ,,. ( RUNOFF I orenco Model THREADED ADAPTER DESIGN SOFTWARE FOR u TR ��. 1 0 0 AHW orequiv. PUMP,LATERAL LINE,TRANSPORT PIPE,MANIFOLD,ORIFIGE 51ZE AND ADDITIONAL HEAD LOSSES 15 AVAILABLE BY EMAILING REQUEST TO INFO®GEOMATRIX5Y5TEM5.G0M, � 14 as 13 Note:11armc signal is present I DISTRIBUTION PIPE 5G440 PVC,GATE VALVE BASED ON THE SYSTEM DESIGN A SERIES OF ORIFICE HOLES ARE DRILLED DOWIUNARD(SIX O'CLOCK O m + ; Options' ; duct alarm conditions. AS PSC ' G PL PLASTIC RI5M W/ POSITION)AND 5PAGED AGGORDIN6 TO THE D051N6 REQUIREMENT5 Of THE 5Y5TEM.DURING O 01-- X1 S i I x2 I Terminal Stock Types wATERTTtSHT GAP 6EOMAT-TYPI GAL LAYOUT SUM PVC PIPE FROM / /� GON5TRUGTION/FABRIGATION OF THE D15TRIBUTION LATERAL A NEW-HARP DRILL BIT SHOULD BE USED n N N For VCOM-S RO / / / L ' ` PREF 111RE FIELD �// \\ \i \\\ TO A55URE A5 SMOOTH AN ORIFICE A5 P0551BLE,ALL DRILL 5HAVIN65 AND BURR5 MUST BE HT __j � operation description, 5GH4o I 5GH4o PVC,M PRP55URI ZED SYSTEM ��-\\�/�� /\��/ / / / REMOVED FROM THE PIPING WITH A 5LU6 AND/OR BRUSH.6EOMATRIX 6EO6UARD*-ORIFICE SHIED ❑ L'`�!I see drawing no. PVC 6ATE VALVE \�/ \�� /\%\�� $ LATERAL TO \/ / \ // \ MUST T3E INSTALLED OVER TFE ORIFICE HOLES AND CLU1D IN PLACE WITH PVC,PRIMER AND GLUE_ Standard Sure "EIN-CP-OP-498". \� /� \/� Pg TEE 6EOMAT DETAILS) / \\ / /�\�\�\\\ 5GHEPULE 40 PVG OR SWEEP ELB0W5 OR TWO 45 DF_6REE ELBOW5(AL50 GALLED TURN UPS)SHALL BE • MANIFOLD \\/\\/\\\�/ ATTACHED TO THE D15TAL END OF EACH GEOMAT D15TRIBUTION LATERAL TO FACILITATE 5ETTING AND PIPE / i1i/\\\i,\\\ MEA5URIN6 P15TAL HEAD,MAINTENANCE AND INSPECTION.A STANDARD NINETY ELBOW SHOULD NOT$E Lt L2 I U5ED BECAUSE IT WILL INTERFERE WITH MAINTENANCE AGTIVITIES.THE OPEN END(UPWARD END)OF THE M M Power Wiring Options \� �� ,-� s r1 T2 -- -- _. \\\i\\\\\�\�\,\�\\\ PRESSURE PIPE TURN UP NEEDS TO BE CLOSED Off WITH EITHER A BALL VALVE OR THREADED PLLtG OR GAP.THESE '; ` , Ground Two Cir i One Circuit �\��_\\\i�_�\i \\\%- TURN UPS AL50 SERVE A5 DISTAL HEAD PORTS FOR MEASURING AND SETfIN6 DISTAL HEAD ON THE ire St"p D t) 1� ❑2 3 4 5 �6 TL N Nt ;,oA ' '2oa °�\\\i\\\i\\\\/i\\\ 6EOMAT LATERALS d d SGH40 PVC,PIPE / TRENCH 5PAGIN6 AND MAXIMUM LEN6TH $A ? \\\�i� �/'� THE MINIMl1M TRENCH 5PAGIN6 SHALL BE TWO FEET EDGE TO EDGE Ui�E55 APPROVED BY 6EOMATRIX AND SUFFOLK COUNTY DEPARTMENT OF 00 00 t p t oa ow or+ COMER TO ` COVER TO MAXIMUM LATERAL LEN6TH WITHOUT A SUPP��TSHOULD NOT EXCEED FIFTY FEET.ACTUAL LEN6TH5 WILL t g g Iy. - -O`tions='_':-- .__ ..-. +...,. , t a g ; 5EGT1 ON / GRADES ` VARY BETWEEN DESIGNS AND ARE AGGEfiABLE A5 LONG A5 THE MINIMUM TWO FEET Of DISTAL HEAD For float arrangement diagram, "" .. ..I• E ` Phone see drawing no. �.y� "R� ;- " " "' PROPOSED/EXISTING GRADE 15 PRESENT,DESIGN MANUAL FOR 6EOMAT PRESSURIZED SHALLOW DRAIN FIELD APPLICATIONS- Line "EDW-FA-S-34", controls Pump Controls Pump Ground SUFFOLK GOUII NEW YORK PAGE 4 OF 15 i t i l i GeOMlat GL EANO� !n Neutral Neutral—L1 L1 � -• FLOW EQl1AL?ZATION PROGEt7URE: FIND COVER : E z I. INSTALL CLEAR PIPE TO ADAPTER. Distrtbutbn Pipe AND DISTAL ORAN DRAIN FIELD COVER SHALL BI.A MINIMUM of b".UNIFORM DOVER DEPTH OVER THE DRAIN FIELD RESULTS Telephone Line Connection From Mein Power Panel 0 G> � G> 2, OPEN yA,LyEs EQUALIZATION Transport PI IN CONSISTENT OXYGEN TRANSFER TO THE ENTIRE SYSTEM. THE FINAL GRADE OVER AND AROUND THE n 115 VAC,1 Phase,80 Hz. 9 a p pe HEAD PORT Main disconnect o o - a Wire n 3. TURN ON PUMP AND NOTE ELEVATION /THROTTLE Orfftce 5htei IN VALVE 130X DRAIN FIELD SHOULD DIRECT STORM WATER SHEET FLOW AWAY FROM DRAIN FIELD,WHEN Pumprovdedbyothers. Z C a Nut"--'" � OF WATER IN EACH PIPE. VALVE IN BACKFILLING THE SYSTEM,CONSTRUCTION 5TAPLE-5 CAN BE UTILIZED TO HOLD DOWN PIPIN6 115 AC p1 Hp. c use one wire mit to connect the pump 4. EQUALIZE HE16HT FOR EAGH WITH BOX FG�1'tG COMPONENTS AND MAT BLT THEY SHOULD NOT PENETRATE THE TOP FABRIC. CARE SHOULD BE and controls ercuif breakers together Orenoo Model 1 Phase! Hz. mGATE VALVE AT START OF LATERAL. with the incoming Lt power line.Use ••�— / EXERCISED TO KEEP A MINIMUM OF b"OF COVER MATERIAL OVER THE SYSTEM BEFORE OPERATION Connect phone 8ne to ATRTU-100 another wire nut to connect the pump 5. AFTER EQUALIZATION,TURN OFF i'UMP OF LOW GROUND PRE55L RE EQUIPMENT. EXCAVATION EQUIPMENT SHOULD NOT EXGEED 10 P51. RJ-11 Jack on phone line NOTE:Motors must have Factory default. and controls neutral blocks together o O O surge arrestor/DSL filter. internal overload protection Wire as shown. with the,incoming neutral line. AND R8"(OVE PIPES. CLOSE VALVES / --/ TURNING EXCAVATION EQUIPMENT ON TOP OF THE GEOMAT SHOULD BE AVOIDED.TAKE CARE TO NOT AND REINSTALL GAPS. OPERATE EXCAVATION EQUIPMENT IN THE 5AME LOCATION AS TH15 CAN COMPACT TH15 RE61ON EDW-WD-5-148 ` RELATIVE TO OTHER AREAS. m Rev.9.8®11121(18 THE AREA DIRECTLY ABOVE AND AD,IAGENT TO ANY SEPTIC,DRAIN FIELD SHOULD BE PROTEGTED FROM m GEOMATRIX SYSTEMS,LLC HEAVY VEHICLE TRAFFIC,AND EXGE55 WEIGHT LOAD5 BEFORE,DURING AND POST CON5TRUGTION. O 114 MILL ROGK ROAD EAST 6'MIN TH1515 E5PEGIALLY IMPORTANT WHEN U5IN6 6EOMAT. 6EOMAT 5Y5TEM5 ARE LOCATED GLO5E TO OLD SAYBROOK,GT 064-5 THE GROUND SURFACE AND THEREFORE 5U5CEPTIBLE TO DAMAGE AFTER CON5TRUGTION. ON ALL NEW CAPSTRUCTION,IT 15 RECOMMENDED THAT THE PROPOSED DRAIN FIELD LOCATION BE _ N 860-510.0'M -flHIODE STAKED AND FLA66ID/FENGED TO PREVENT ENGROAGHMENT DURING HOME CONSTRUCTION. IF VENN E ENGRDAGHMENT GL IS EXPEL TO TED BE A PROS AFTER 9 ,> ffi .:m;.'t,, COM 5"A5 6ARDEN TIMBERS,RAILROAD TIES,FENCES WALL5 5HOULD 13E UT1515D TO PROTECT THE p••t u - ) " ,r •. ., .., ON SOME STRUCTURE, -601LAIR-TOLL.FREE vMODEL VGOM"51 RO " .. ..,. . DRAINFIELD AREA. THE DRAIN FIE AREA 5H BE LYS ILL, � x z W O1LD FREE OF DEBRIS AND PLANTED WITH GRA55. .s.. . , r I >R' Gort IY PANEL Z D TH15 DWG) Typ Ica I Longitudinal Gross Section IMPERMEABLE MATERIALS AND STRLIGTURi=S SHOULD NOT BE INSTALLED OR STORED OVER THE DRAIN w FIELD.TREES AND SHRUB5 5HOULD BE KEPT A MINIMUM DISTANCE OF TEN(10)FEET FROM THE DRAIN �- SGALEt NONE FIELD UNLESS A ROOT BARRIER 15 UTILIZED. ROOTS FROM NEARBY M015TURE LOVING TREE5 SUCH AS W m X tiberium (;q'on ot Ir o I Pals'%lelS WILLOW,BLACK LOCUST AND RED MAPLE MAY GAU5E PROBLEMS WITH ROOTS CI-OG61N6 DRAIN FIELD � Q X LATERAL ORIFICES. 6REATER 5ET13AGK DISTANCES ARE RECOMMENDED FOR THESE TREE 5PEGIE5 X LIA z LL WITHOUT U5E OF A ROOT BARRIER. (2) 2X8 x Q ENGIN TO SUIT) AGO USE (6))5`0 5.5. LA6 BOLT W/ MAINTENANGE REQUIREMENTS Applications General HORIZONTAL GROSS MEMBER S.S. KA ER® �D SAND FILTER AND I/A OWTS EFFLUENT 15 LOW IN BOD AND T55;HOWEVER,OVERTIME,BIO SOLIDS OR ID I O PROPOSED /EXI5TIN57 6RADE ll (`T> GAL) ( �, EA. SLIME CAN ACCUMULATE IN 6EOMAT LATERAL PIPES AND ORIFICES AND CREATE UNEVEN WASTEWATER M •� CrenciP S-Series Simplex�Contro!Panels control single pumps in Orenco"S-Series Simplex Control Panels are electromechanical I I' I ' + I iIt 1111 �IIIi I1II1 �IIIIIUlu IINIiI111�111II DISTRIBUTION ALONG THE LATERAL. TO UNGL-O6 THE ORIFICES LOCATE THE P15TAL PORT VALVE effluent Sewer(STEP)systems,onsite Septic systems,and for pump panels for controlling single pumps,'Standard features Include an BOXES AND OPEN THE TURN UPS ON THE END OF EACH LATERAL LINE. MANUALLY ENGAGE THE PUMP � C) W (i) 2x ACO TIMBER 5HELi= x ETU LIFT STA TO PUR6E ANY L005E SOLIDS. ONCE ALL NOTICEABLE SOLIDS ARE DESIGN MANUAL FOR 6EOMAT IL Me control into conventional gravity sewer systems, Automatic/Off/ManUal(Auto/Off/Man)toggle switch,controls c4cull DEPTH TO ACCOMMODATE BLOWER ELECTRICAL ELECTRICAL PRESSURIZED SHALLOW DRAIN FIELD APPLI6ATION5-SUFFOLK COUNTY NEW YORK-PAGE 10 OF 15 breaker,pump circuit breaker,automatic motor control operalI ar�d :: - Hlygroscoplc Membrane ( . ori audible/visible high Water level alarm With auto reset.Spey+iicatior s. `e' 12'17ECP' (i) 2x4 AGO BACK BOARD �, P� CNTL PfiVL O r PURGED,SHUT OFF THE Pl1MP. A BOTTLE BRUSH(OF THE SANE SIZE OF THE LATERAL PIPE)ATTACHED TO " { von L wiziI�mm PIPE LENSTH TO SUIT H FRAME 12'rl x 1411 y I SANDY LOAM `` .'::... �' A SMALL PLUMBERS SNAKE 15 THEN PUSHED DOWN EACH LATERAL LINE WITH THE BOTTLE BRUSH , R for standard and optional features are listed on Page 2, ..,:,;..�, �. - r{�' W ?` �:•;. 1 PROVIDE SPECIFIED O�,f". � HOLES REMOVED,MANUALLY ENGAGE THE PUMP AGAIN TO FLUSH CUT ANY LOOSE 50LN75 IN THE LATERAL All S-Series Control panels have a 1?0 VAC Controls circuit •PROVIDE ORIFICE 51-iIELP f?I= ;'MANUF. LINE. TO INGREA5E THE FW5HIN6 ACTION AND VELOCITY,BEFORE AND AFTER BOTTLE BRi15HIN6, w OPEN OJLY ONE EQUALIZATION VALVE AT A TIME. ALTERNATIVELY,A SMALL ETfER MAY BE USED TO breaker.S1 panels have a 120 VAC pump circuit breaker, t eGlfled OriflGe t.°;,':<: :.':' _ o REMOVE ANY AGGUMU ATPD SOLIDS. - t While S2 panels have a 244 VAC pump circuit breaker. --_ IT 15 REGOMMEN7ED THAT TYPICALLY THE LATERAL LINES OF THE D h-+-•1 RAIN FIELD BE 5ERVIGED ANNUALLY. 6eoGuard Ortflce 5h1 illi:"';t I — i IF BEIN6 USED IN GONJUNGTION WITH A PRESSURE FILTER IT MAY BE P0551BLE TO EXTEND TH15 1t, :1 r R Ili All S-Series panels can be used with both mechanical and z' (F=� w �.<< <" '' • • FREQUENCY. AN INDICATION OF ORIFICE GLOG61N615 D15TAL HEAD PRE55URE INGRFA51N6 BY MORE mercury float switches. : - .: Native Soli and/o:.= ::`:- • • THAN 2tDRi OR PUMP RUN TIME ~� 5 INCREASE BY GREATER THAN 20%RELATIVE TO NUMBER OF DOSES. '.;... '. . ,': eGffled FI I I I. THE 5EPTIG TANK AND TREATMENT SYSTEM SHOULD BE PIMPED,MAINTAINED AND OPERATED Listed per UL-508 and cUL-508, CE-listed versions of S-Serves :; `'� 5TAINLE55 STEEL AN6LE FOR. 'l, _,.- ACCORDING TO THE REQl11REMENT5 OF THE MANUFACTURER AND APPLICABLE Rfa)ATORY ENGIMlEL�t: •rw panels are available. I : ' PROPO.�ED 2x SI�LF Si1PPORT AGENCY. _ •.' I THE GONiRD1 PANEL BOX I �`�•;°i' . . RECOMMENDATIONS Tre2,AMIsSNe Gore 4X4X8 L6 ACQ TIMBER P05T KST BE PLACED OUTSIDE TO THE HOME OWNER: �11 Y'`: ON A 5UITABLE i'EOfSTAI. Orerrc'o S-Serres Simplex Control Panel(S1ETIf9CT sJ1t�Yfn) `"'�� 5EPTIG D05 AND DONT5 MINIMUM COVER 36 BELOW GRADE � v.ti _ I*UI VIER OF THE 5Y5T�) DO: �• � �< , INCASED IN e` POURED CONCRETE IN 12 z THAT IT .GNiRL -RVE v \ . +" DIAMETER 50NOTUBE. (TYPIGAIa PHLS AND BLANfR SHALL WATER TO REDUCE THE AMOUNT OF WASTEWATER THAT MUST BE TREATED AND DISPOSED ' > j �� T r 3q WIDE MAT _ 4 43 :` BE MOUDLt®35'ABJ u? REPAIR ANY LEAKING FAIUGET5 AND TOILETS m ONLY D15GHAR6E BIODEGRADABLE WA5TE5 INTO SYSTEM n A Materials of Construction ��o F,NI��Mev OR 35!3'X1211 REINT 0R. H- 6RO�D WATER 6EOMAT GORE ABOVE�WHIGHEVIR 15 RESTRICT 6ARBA6E DISPOSAL USE Component Material PSG•DPADMAN W/ 1.0"DEEP x 3q,0''WIDE HI6FE�Z DIVERT DOWN5P011)5 AND OT HER SURFACE WATER AWAY FROM YOUR DRAINFIFLD i 0 0,3 << ' LIFTING R1NG5 SEE SITE PLAN FOR LATERAL. KEEP YOUR 5EPTiG TANG COVER A6GE551BLE FOR TANK IN5PEGTION5 AND PUMPING 7 ` r Enclosure UV-resistant fiberglass,Type 4X OP 66) Q Q 6RADE ,• QUANTITY,LOCATION,LENGTH AND PATH HAVE YOUR SEPTIC TANK PUMPED REC-1,ILARLY AND GHEGKED FOR LEAKS AND CRACKS f�F g Hinge StalniPSs Steel FLgyOF 24"0 FLOW � OA,� A ll /� /\ /\ 1 I N YOU HAVE PROBLEMS /\ /\ /\ ( � /\ \/ GALL A PROFESSIONAL GOMP05T YOUR 6ARBA6E{EOR PUT IT N THE TRASH JEFFREY T. BUTLER,P.E. Latch Stainless steel �► --•► T± LG�+I�V SYSTEM HY6R05GOP'IG htET�RANE \\\ \ \ \/� FROM ETU BASIN •� TO LEACHING FIELD \ j `�REIPFOPLED CONCRETE Typical Gross Section \,/\\j . 'I I \\,\\ /\\\ I f \\\ 0 1" .:• ,Q. FLUSH SANITARY NAPKINS,TAMPONS,CONDOMS,G16ARETTE BUTTS,DIAPERS,WIPES AND SLGH Specifications ; ANTI-R.OATATiON GOUNTER HOGHT - Not to Scale - / ( � a / JJ a �i \\ \\ •.1 I a �\ PRODUCTS INTO YOUR 5Y5Tf=T�1. 'PLAN VIEW' �� I i I j I I I \ DUMP 5OLVENT5,OILS,PAINTS,PAINT THINNER,DISINFECTANTS,PESTICIDES OR POISONS DONN THE O J DRAIN. O Feature Specifications \ a.. \ . " / DI6 IN YGU2 DRAIN FIELD OR BUILD ANYTHING OVER IT. Height in.(mmMITI 11.5(292) < I I ( I PLANT ANYTHIN6 OTHER THAN 6RA55 OVER YOUR DRAINFIELD. 1J Width,in.(mm) 9.3(236) O}�,0 34.6p� 6EOMAT 6ETNE2,4L Nt?TC�i AND REd11RHM1T5: TRANSPORT LINES ...( ( ', �... DRIVE OYER YOUR DRAINFIELD OR COMPACT IT IN ANY WAY. � O z O Fid LID W/55.BOLTS, BASIC DESIGN PARAMETERS GENERALLY THE EFFLUENT TRAM,PGRT PIPE FROM THE TREATMENT UNIT TO THE 6EOMAT Do,in.(mm) 5.4(137) MODEL FL246 ORENCA INTERNAL 5R-ICE REMEMBER TO FOLLOW THESE DE516N PARAMETERS WHEN DE516NING AND INSTALLING 15!�"TO 3"SCHEDULE 40 PVC PIPE.THE ACTUAL PIPE 51ZE WILL DEPEND UPON 511tH S1 panel ratings* 120 VAQ I hp(075 kq,16 A,1-phase,60 Hz BOX MODEL_554 GEOMAT: FAGTOR5 A5 DISTANCE,PUMP FEAR,50008 VELOCITY,FRICTIONAL LOSSES AND PROPOSED * OF0gG0 V4)DISCHARGE A55EM®LY, PRESERVATION OF THE NATIVE 501L BETWEEN TRENGHE5 AND MINIMIZING ITS DE51RED PRESSURE AT THE D15TAL ORIFIGE5.THE TRANSPORT PIPE SHOULD BE , , I I m I I _ _ N O Q D15RUPTION AND COMPACTION DURING CONSTRUCTION 15 E55ENTIAL TO MAINTAINING SLOPED EITHER BACK TO THfl:PUMP BA51N OR TOWARD THE 6EOMAT TO DRAIN THE H FRAME DETAIL E•-'( - o `� m S2 panel ratings 240 VAC,3 hp(2.24 kVJ)16 A,1 phase,60 Hz KODL3.,HVi25B INTE•'RNAI_SPLICE BOX 501L STRUCTURE AND THERE=FORE WATER AND 6A5 MOVEMENT IN THE 50L AROUND LINE AFTER EACH D05E.IN SONE GASES rr MAY BE BETTER TD SLOPE THE J� � LL_ � � Z O "Pump orators used layth these partats require iaPemal overload pratactian. -�"I THE TRENCHES.FOR THIS REASON,GONSTi ULTION 15 TO BE TRENCH-BY-TRENCH WHEN TRANSPORT LINE IN BOTH P RTGTTON5.THI5 SHOULD BE DONE TO PREVENT FREZIN6 IN (STRUCTURE FOR I/A OWT5 GONTROL . � FLOW FROM ETU F1.D41 TO L.EAGHIN6 FIELD POSSIBLE UNLESS A G33 SAND LAYER(5 UTILIZED A5 A BASE,AROUND AND GOLD LATHIER.AN ANTI-51PifON DEVICE SHOULD i�USED WHERE ANY CHANGE OF 4 4' < 4 OI � ~ � O vD ,, PANT=1 BLOWER MOUNTING AND �► ---- --' COVERIIN6 THE 6EOMAT. 5IPHONIN6 OF THEE FUMP TA K MAY OMR.DB16N MANUAL FOR 6EOMAT ('{� z O I < i1 V4'0 TRANSPORT LITE TO DRAINFIEL.D, DE516N MANUAL FOR 6EOMAT PRE55URIZED 514ALLON DRAIN FIELD APPLICATIONS- PRE55I)RiZED SHALLOW DRAM);:IE!D APPLICATIONS-SUFFOLK COUNTY,NEW YORK CONTROL PAUL FOR LIFT STATION) NOTE: ADDITIONAL GLEAN OUT 5HALL BE PROVIDED N O 0) O W IL PUMP DISCHARGE FIELD INS ALL LL s. FIE?17 INSTALL 6ROMr Er,MODEL 6125E 5UFFOL K COUNTY,NEW YORK-PACE T OF 15 PA6E 8 OF 15 SCALE: NOW IN INTERIOR OF BLDG,No HOUSE TRAP SHALL BE I _� _r- C, < PROVIDED PER IRC 2015,P3201.4 CY ORBdGO FLAAT ASSEMBLY,MOV 1_MF3P21F5 KEEP THE BOTTOM OF THE GEOMAT SHALLOW(b-18 INCHES BELOW EXISTING AND DISTRIBUTION MANIFOLDS AND LATERALS J Z � O CONTROL PANEL PI MODEL 641- YB:0NMI61 WATER ALARM • FINISH GRADES); SEOMAT P15TRIBUTION MANIFOLDS ARE TYPICALLY V2'TO 3"5GHEDULE 40 PVG. O w O n �E: NONE R' OTS SEPARATION TO THE 5EA50NAL H164 WATER TABLE 15 3 FEET,UNI OTHERWISE DISTRIBUTION LATERALS ARE TYPICALLY V TO 2"5GNEDUL.E 40 PVC.SIZE WILL VARY STOPPER OR SUITABLE Z Q < Q V O N ORENCO PUMP BA51H I - LOW WATER/RL37UNI OFF APPROVED; DEPENDING ON PE516N AND 5[E CONDITIONS,P15TRIDMON LATERALS 5HOULD HAVE COVER r'V FLOW INDUCER, REINFORG®GONG.SLAB, END P'LL'6 � I� v — O • SEPARATION TO IMPERVIOU5 LAYER 5HALL BE 4 FEET,LINLE55 OTHERWISE APPROVED; FLOW EQUALIZATION VALVES IN5T.ALLED TO PROVIDE EQUAL FLOW OF EFFLUENT TO bSa6'xl0'KW TO GRADE U- Z LLI MODEL PB248GN=1 MODEL HEAD KEEP THE BOTTOMS OF THE INDIVIDUAL 6EOMAT LATERALS LEVEL; ALL ROW5 WHEN 6EOMAT LATTRAL5 ARE AT VARYING ELEVATIONS.FLOW M SIRS) LL.I Qi < L L' Z # ry • DO NOT OVER-1916 THE WIDTH OR DEPTH OF THE DRAIN FIELD TRENCI4E5; EQUALIZATION VALVES ARE OFTEN INSTALLED IN THE FUMY'CHAMBER FOR EA5Y � _ pL � O N • PROVIDE FOR LATERAL PIPE DRAINAGE AND MAINTENANCE ACCESS; OPERATION,PROTECTION FROM DAMA6E AND PREVENTION OF FREEZIN5.A LU 1, )z O --STEEL LIFIN6 RIN66(3) AVOID WORKING 501L5 THAT ARE M015T OR WET BE(AU5E THEY CAN EA51LY 5MEAR D15CANNEGVTHROTTLE VALVE SHOULD BE INSTALLED DOWNSTREAM OF THE PUMP TO a• f , . - Z ,x O OI AND GOMPAGT; THROTTLE AND SHAT OFF FLOX TO TI-E 6EOMAT PIPING. < a'' ' . ! vv►► 1L m m • �REINFMED GONCREM MT�TWATA11ON FLANGE: SCARIFY THE DRAIN FIELD BASE WELL BEFORE INSTALLING COMPONENTS. NOTE: MALL LATERAL AND OPJFIGE SIZES ARE REGOMMENDED TO PROVIDE THE �.^ .�; :-� X : _ � C, � LL N O 'ELI=VA L ION VII=yJ` O.A.SWARE r 36'x 3b"x 12"DEPTH HI6HE5T P0551BI�5COURING VELOCITY IN THE LATERALS TO MINIMIZE ORIFICE O O ORENCO LIFT STATION R£GE�D FOR BASIN: 24'DIA x b'EMBEDMIIT WHEN FIRST REVIFyN!N6 A 517E AND DEVELOPING AL F051TION THE 6EOMAT GLOG61N6,AND TO PROVIDE A5 EVEH1 DISTRIBUTION OF WASTEYNATER A5 POSSIBLE. TYPICAL 513 R PIPE U �_ 1J- .. DRY I^E16HT: V SQUARE DEADMAN,1,124 LES LATERALS PARALLEL TO GROUND WAGE GONTOJR5 WHEIaER POSSIBLE.THIS WILL HOWEVER TH15 REOTARF5 THAT THE TREATMENT 5Y5TEM OPERATE AT THE SPECIFIED TYPICAL SLAB DETAIL. ��t��pp O O BUOYANCY CALCULATION: ORENCO TOTAL BASIN BUOYANCY: 1,1261 LB5 a 8'5UBt�lON. HELP MAKE IT EA51E7R TO KEEP(DRAIN FIELD BASE ELEVATION5 UNIFORM.MIONING PERFORMANCE STANDARD OR ORIFICE GLO661N5 GAN RESULT.WHEN 501L AIR E�■I ER1..QR 30°ELBOW SIMPLEX DISCHARGE ANTI-BUOYANCY 0 9QUARE P ADMATU' PERPENDICULAR TO A SURFACE GONTGUR WILL MEAN THAT THE DOWN 6RADIENT END SYSTEMS ARE UTILIZED,THE ORIFICE HOLES SHOULD TYPICALLY BE 1/8""TO 3/ib"- AT EN BLOWER UNIT Z W BUOYANT FORGE 15 RE5U_T OF AIR VOLUME WITHIN GOWAINER5 OF THEE DRAIN FIELD TRENCH WILL BE SHALLOW-PLAGED,WHEREAS THE UP GRADIENT DESIGNS SHOULD ACCOUNT FOR.A MINIMUM OF 2 FEET OF 015TAL HEAD AND A MAXIMUM �LE/4NO�'T' w � I- 3,29b LEG(242%)AT 6 BURY DEPTH SCALE: N.T.S. CQ Ei1LLY IMME�IN WATER PUMP BASIN DETAIL ANTI-FI-OATATim TO BE C&OLL.ATM BY DE516N END WILL BE MUCH DEEPER. OF 6 FEET AT THE D15TAL END OF EACH GEOMAT P15TRIBUTION LATERAL. N•T5• O � O SCALE: NOW PROFC"5510NAL BASED ON FIELD C.ONDITIOPN5 WITHIN REA50R SMALL FREQUENT WISES OF EFFLUENT TO THE 6EOMAT ARE PREFERRED O � BUOYANT FORGE OF BA51N: OVER FEWER LARGER D05E5;HOWEVER,R.E5T/RE-AERATION INTERVALS M15T AL50 BASIN 1,86HT ANT.VOL..BUOYANT FORGE) BE PROVIDED FOR;4-8 DOSS A DAY 15 M05T GOMMtON PUMP GHAMBER5 5HOIILD � FLOW 0 6 5UBMER51ON= 1,124 LB5 BE DESIGNED WITH FLOAT SWITCHES GONTROLLING HIGH WATER ALARM,PUMP OWOFF, TOTAL BUOYANT FORGE = 1,1261 LB5 ORENGO NOTES: AND LOW WATER/RED(ItNDANT OFF.AN EVENT COUNTER 15 RECOMMENDED. 6EOMAT EXCAVATION REQUIREMENT5 $�I 600 WE TO SAN. 5Y5. PAGE: • ORENGO PUMP BASIN HEI6HIT TO BE GUT TO • PRf.GAST ANTI-R.OATATiON COLLAR(AS SHOYJy) •F}{E 501E BETWEEN THE DI5PER5AL TRENCHES SHALL REMAIN UNDISTURBED WHEN ANTI-BUOYANT FORGE, DESIRE LENGTH IN FIELD • ANTI-R DATA11ON COLLAR MEET5150%AT FLLL 36'x 36"X 12'DP 5QUARE GONG DEADMAN W/ • PUMP SYSTEM DESI6AED FOR DEMAND DOSE 5Ut3h�51ON POSSIBLE.IF THE PRESENCE OF BOULDERS OR OTHER 055TA6LE5 MAKE TRENCH 24'O.D.x b"DP BASIN EM�hENT- 2, I LBS • FLOAT W16H1•S TO BE AD.�TED BY DES16N • ANTI FLOATATION DETAIL.TO BE GALM AT13D GON5TRUCTION IMPRACTICAL,THE ENTIRE LEACH FIELD AREA MAY BE EXCAVATED A5 NOTES: BASIN 1"06HF�= 1.124 LBS • PUMP BASIN V01.24E: 188 6ALLONS/INCH 8Y M16N PROFESSIONAL NECESSARY,BACKFILLED WITH A SUITABLE SAND FILL SUCH AS A5TM 633 SAND TO (.FOR GLEANOU7(S)LOCATED IN T12AH�IG AREAS PROVIDE WITH THE DESIGN ELEVATION OF THE BOTTOM OF TRENCH AND THE 6EOMAT CONSTRUCTED TRAFFIC BEARING FRAT"E AND COVER TOTAL ANTI-BIlOYA1VT FORCE= 3,24b LB5 . OESNGp}per{LEAD P( TO BE SIZED BY • ANTI-ftOATASITEl TO DI GALGUTATI�BA5ED AND BACKFILLED IN 633 5AND. 2.FOR USE KITH RUIWIN6 EXTEN510NS/GOMIEGTIONS, ANTi BUOYANT FORGE EYLEED5 BUOYANT FORCE BY A 2A2 1NLE ON SPEGIFIG 5171=CONDITIONS SAFETY FACTOR ' INLET/OUTLET 6ROr1�?5 TO B1=FED IN5TALLED of 4 SCDHS SET S5 W01/EN WIRE FENCE SYMBOLLu GRADE 6 GRI = EL 140 (MIN. 14 1/2 6A)SE W/ GRADE a CR2 = EL. 163' 10' MAX G. TO G. MAX.b" ME5H SPA(,ING) GRADE a CR3 =EL.I63' " COMPACT FILL 36 MIN.LENGTH FENCE a o POSTS DRIVEN MIN. Ib" INTO 6ROUND. -77 HEI6HT OF FILTER L � 16' MIN. y g w ��8 w � •v n(1� � �, �, .t, � � d0� TOP m CR2: v ;r EL.143'MN-0.3'MAX `V r TOP m C93: EXISTING EL£GTRIGAL EL.143'MN-I53'MAX 5ERrz PERSPECTIVE VIEWY1200AMP(2'GONIDUIGT,IN : N, BOT a CR2: 320 AMP(V CONDUIT,MIN) 3b" MIN. 1=ENG1= P05T EL 142'MIN-0.2'MAX 400 AMP(4'CONDUIT,MIN) WOVEN WIRE FENCE (MIN. 14 1/2 BOT a CR5EX COMMUNICATION 6A)6E W/MAX.b" MESH 5PAGINO ►.� EL.1421 MIN-132'MAX (TV� TEL) `U WITH FILTER CLOTH 3 o FLOW �"— UNDISTURBED GROUND COMPACTED SOIL — TOP a G = o' I ROPosED 0% ---- EMBED FILTER CLOTH 2 SANITARY TRANSPORT PIPING ___ g � A MIN.OF 6' IN GROUND. 4¢:r BOT a GRI - EL.120 ' > SECTION VIEW GON5TRUGTION SPEGIFIGATION5 1^IArTER / 5ENER GR0551 N6 1N5TALLAMON NOTE: i Q I.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05TS WITH WIRE TIES x WATER LINE JOINTS 514ALL BE AT LEAST TEN FEET OR STAPLES. POSTS SHALL BE STEEL ELT}ER "T' OR "U"TYPE OR HARDWOOD. FROM THE POINT OF GROSSING AND SEY•ER T5 LINES 514ALL BE CMTRU,TED OF MATERIALS AND JOINT'S THAT ARE EQUIVALENT TO PLATER 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE MAIN 5TANDARM9 OF CONSTRUCTION FOR THE FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION. ENTIRE LENGTH OF TIME SEWER LINE AND SHALL FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE,b' MAXIMUM MESH OPENING. TLS T16ITIVESS PRIOR TO ElACKFILLIN6. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- TOP® GRI = EL 9S LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, TOP a GR2 = EL. II& PROPOSED 1•HATER MIRAFI IOOX,STABILINKA T14ON,OR APPROVED EQUIVALENT. TOP a GR3 = EL.11.8' SERVICE SPLICE 4. PREFABRICATED UNITS SHALL BE 6EOFAB, ENVIROFENGE,OR APPROVED EQUIVALENT. BOT a GRI'= EL.4:42' BOT a CR2 = EL. 11:73' 5. MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN BOT a CR3 = EL. 11:731 'BULGES" DEVELOP IN THE SILT FENCE. m NATURAL REWUS. RRZE5�C,O�N5ERVA 5MV1GE SILT O NEW YORK STATE DEPARTI4ENT OF ENVIRONMENTAL W145ERVATION d) NM YORK 5TATE 501L 4 WATER CONSERVATION COMMITTEE FENCE UTILIEY CEL IN& TABLE: No. UTILITIES INV. EL. SANITARY LINE Ei.. 12.02' ly m CRI WATER SERVICE LINE EL 4.42' O www.dignetnycli.com (MAINTAINS MIN.18'SEPARATION)yg of NEW YORK CITY www ca1111811.com < &LONG ISLAND (for other states) C2 HATH 5ERVICE LINE EL 11.13' �-( X Z 1L R 800-272-4480 811 Ex:�NwGOMM SERv. IL�IIAAL.�IDEfli}5�T5T5 �(EE DIMIN AIV wA"VUNTAIN5 MIN.18'SEPARAT IONI US _M By law,excavators and contractors working in For safety reasons,homeowners are strongly F-�-1 the five boroughs of New York City and Nassau encouraged to call as well when planning any WAIf-R SERVICE LINE EL. 11.73 and Suffolk Counties on Long Island must type of digging on their property. CR3 Ex.P,_R1cs."a_i 5ERV IE OF EXISTIN5 5ERVI'z DETmjNw BY MIN/MAX E 1 D_ contactDigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at BURIAL DEPTHS PER STANDARDS(5)3=DIA AB01/E) O 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the (excluding weekends and legal holidays)prior national call before you dig number.For (P4AINTAIN5 MIN.I8'5EPARAT101V S O to beginning any mechanized digging or excavation work completed on personal excavation work to ensure underground Imes property,it is the contractor's W _ are marked Excavators and contractors can responsibility—NOT the homeowner's—to m also submit locate requests online,through contact DigNet.Having utility lines marked ITIC.If you do not currently use ITIC,please prior to digging is free of charge. �T call 1_800.524-7603 for more information. CR 1 CROSSING / TRENCH DETAIL CR2 WATER SERVICE LINES, ti POWER & COMM SERVICE LINES, CR3 AND SANITARY OUTLET PIPING ENGINEER: NOT TO SCALE ; �yti 'yj r- i 073, F 'A .IEE _ .E4IJTL.ER,P.E. C� O nI STORM DRAINAGE CALCULATIONS: v VOLUME =AREA x RAINFALL x GOEFFIGIENT }— LL AREA= SQUARE FOOTA6E PER DRAINED AREA O Z (3 RAINFALL = 2' = 0.161' Z I Q COEFFICIENT OF IMIPERMOL15 SURFACE = IA Z (, O STORM DRAINAGE 5Y5TEM DEDICATED TO: CD W EXISTING MODIFIED GARAGE(698 S.FJ 24'0 CAST IRON COVER FIAGKHART Est !L O ~ } AND OUTDOOR SHOWER FOUNDRY COMPANY PATTERN NO.61126 [� < ~ O O TOTAL OL MES.Fx REQU0.16'IRED x IAO = .FT. GU.FT. OR EQUAL(OD- 15T TO FINISH 6R," 1 TOTAL VOLUME REQUIRED= Ill GUFT. USE(0-VO x V LIQ.DP.LEACHING POOL FINAL GRADE U O WOO < TOTAL VOLUME PROVIDED = 134 CUPT. PIPE: r Q < HIGH DENSITY 114 STORM DRAINA6E 5Y5TEM DEDICATED TOr POLYETFM.EFIE(I417PE) iV Z ..+; �Is 24i .�• a .�, � O Q EXISTING WELLING ROOF RUNOFF(1,40 5.F)AND 15'PIPE DIA. O w O m EXISTING ROOFED OVB2 PORCH(375 S.FJ 1%MIN.(AS RE�IUIRE % 1 1 1 � U1 < D V L, � N GA .= 2,265 S.F.x O.I6T x IAO =37826 CU.FT. SIZES_ - I ;r I () O O TOTAL VOLUME REQUIRED= 314 GUFT. 7- 1.1.E z O ry USE(2)-8'0 x 5'LIQ OF.LEAGHIN6 POOL DRN INLET TO 5D COM'!= 10"0 MIN I: �/ TOTAL VOLUME PROVIDED = 422 GU.FT. 5D TO 50 CONN= 15"o MIN I. N IG ROOF UDR CONN= 4"4 MIN t BEARING SLAB TOTAL VOLUME REQUIRmr 531 GU.FT.STORAGE Z v J TOTAL VOLUME PROVIDED: 556 GU.FT. STORAGE NOTE: CONNECT L:ONWOUTS TO - } lSl DRAINAGE SYSTEM As SHOWN LL HRAP WITH hoz.041W < LL (N O USING 4'SDR 35. PITCH AT I/8' FfONWOVBN 6EOTE)cTiLE E'-'( p PER FOOT MIN.IN DIRECTION OF DRAINAGE STRUGTIRE NOTES: LEACHING POOLS.PROVIDE BOOT (FILTER FABRIC) I. LEACHING POOLS 5HALL BE PRECAST GONG GEMENT STRUCTURES A5 MARP. CONWGTION TO DOWNSPOUT. ALL WALL 5ECTION5 I BY SUFFOLK PREGASTTED NO.OR EQUIVALENT. SHOP DRAININ69 SHALL BE 4' 4' TOPS SHALL BE SET IN A � Z SUBMITTO THE TOWN ENGINEER FOR APPROVAL. L-� � -1 U 2. ALL CM GEMENT LEE IN THE MANJFAGTURIN6 OF PRECAST STRUGT. 1 ® � � � 1: 1 BED OF MORTAR w Z CQ SHALL DEVELOP A MIN C WF E55NE 5TRE1N6TH OF 4000 PAL IN 28 DAYS. 1 ® � � r a/ OO 3. SHOP DRANN65 OF PRECAST MANHOLES AND GATCH BASINS LAST BE `I ® � 1.- v .>UBMITTED TO THE TOWN ENGINEER FOR APPROVAL. 3'MM ;I ® ® 17-= I 3'MIN a 4. REQUESTS FOR DEVIATIONS FROM STANDARD DRAINAGE INSTALLATIONS SHOWN MUST BE MADE IN WRITING AND MUST INCLUDE DRAINAGE j ® ® [ r 5. ALL DRAINAGE 5TRUGTURE5 SHALL 13E PLACED IN ACCEPTABLE LEACHING ( 5ELEGT 6RANA.AR 501L � �� SOILS AS APPR0\W 13Y THE VILLAGE 516INEER IN THE EVENT POOR X SEE DRNG GALL FOR DIA. I BACKFILL FOR LEACHING MATERIAL 15 EINGOIINfERED,EXCAVATION 15 TO BE CONTR ID TO PERIPHERY AND BOTTOM SUITABLE MATERIAL AND BACK FILLED A5 DETAILED. m EXCAVATION AND BACKFILL WITH ACCEPTABLE LEAGFHNG(5EE NOTE#5) b.USE 15'DIA CORRUGATED HI6H DENSITY POLYETHYLENE(HOPE)HEAVY DUIN LEACHING MATERIAL(5EE NOTE#5) PIPE FOR INTERCONNECTION OF OWSITF STORM WATER LEACHIN9 POOLS A.HDPE PIPE SPEGIFIGATION(AA54T0 M-294) SP4 B. WTWlA11ON OF FDPE SPECIFICATION(ASTM D-2320 G.WATT TIGHT JOINT TESTIN5 SPECIFICATION(ASTM D-3212) TYP. STORM WATER LEACHING POOL DETAIL D.GASKET SPECIFICATION(ASTM 8.471) NOT TO SCALE of 4 SCDHS SET } r Glenn Goldsmith,President O\�51. CO Town Hall Annex A.Nicholas Krupski,Vice President y< 54375 Route 25 Eric Sepenoski jig� P.O.Box 1179 Liz Gillooly �y • �� Southold,NY 11971 O Elizabeth Peeples � �a ' Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 2 3 Completed infield by: GiUW-k P�elole�s En-Consultants on behalf of DAVID & ALLISON AFFINITO requests a Wetland Permit to construct a ±772 sq.ft. second floor addition over and within the footprint of the first floor portion of existing 1,890sq.ft. two-story, single-family dwelling with attached 606sq.ft. deck and 375sq.ft. porch (adjacent to existing ±858sq.ft. second floor to remain), with no demolition or increase in existing dwelling footprint; install stormwater drainage system to collect roof runoff; and establish and perpetually maintain a 10' wide, ±1,133sq.ft. non-turf buffer area to be planted with additional native vegetation adjacent to the wetlands boundary. Located: 1675 Pine Neck Road, Southold. SCTM# 1000-70-5-42 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: V/Chapt. 275 Chapt. 111 other Type of Application: 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.: S'Iroit gh�rw Present Were: ✓G. Goldsmith ✓N. KruPski V E. Sepenoski ��L. Gillooly E. Peeples Cantrell, Elizabeth From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Wednesday, December 13, 2023 1:30 PM To: Cantrell, Elizabeth Subject: Affinito, 1675 Pine Neck Road, Southold Attachments: 1675 PINE NECK(SHEETS 1 AND 2).pdf Elizabeth, I understand from Kim that you were looking for additional detail about the height of the proposed 2nd floor addition. As the most practical response,the height will match that of the existing 2nd floor that's to be expanded. In the way of a more technical response for your file,the"building height" as defined by the zoning code will remain unchanged and compliant in all ways with the Town's recently enacted height and sky plane restrictions,as indicated on the attached plan sheets. Best, Rob DEC1 Robert E.Herrmann, Coastal Management Specialist �:;; auu�.i� Vi If(')vV En-Consultants R oq.rd oI 1319 North Sea Road -� Southampton,NY 11968 Phone: 631-283-6360 Fax:631-283-6136 Email:rherrmann@enconsultants.com www.enconsultants.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i 01 NOLLICRIV(13S()dOUd H11 MSO mW mul CC "U, " 'dl 11 1 1 His is! 11 IN 1 1 HUI IM 11 Nil HUI 11 1 Id! 1 1 PHI up 11 U11 AU 1N, 1h I WIN! On! hR :g I own OR Um Im anow - It 1" M 'NOU"! pill MY` M H NMI Up I 11 jk 11 WY, TOM 14 a [EE1 FM HIM r—HU 0 H 11 111 it Is lk MY il MUM oil 6 8E z HIM 10,All JO Ulf KIM wig Oil 1 '01 al Q I HUI FT] I mum -,,-HEY I M�W� I its NEWS 111 14-4-1 E JAN R '.N �o m U- U mug C all uj t ........ ... C4 :01 NOUICIGV 03SOdOdd .......... n "I d oil, h 0 I v ION I ji Lill , 1 41 1 1� 1i 51 j all w oil - 1111 10,11 �I W 1h I�11 1 P�, I�A is 4 ' 1 1 , 0 ARM TM79 up up IL HMO 11,1 H., IBM ON 11 11 1 h 11 ud 'Rol N IN In M, Im NMI 1H PH IN HIM MR I jW9 00 MR 10 who Ill imp 1 M i�� Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President a < 54375 Route 25 CO Eric Sepenoski ? P.O.Box 1179 Liz Gillooly �y • 0�� Southold,NY 11971 Elizabeth Peeples 1 ��` Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: En-Consultants on behalf of DAVID & ALLISON AFFINITO requests a Wetland Permit to construct a ±772 sq.ft. second floor addition over and within the footprint of the first floor portion of existing 1,890sq.ft. two-story, single-family dwelling with attached 606sq.ft. deck and 375sq.ft. porch (adjacent to existing ±858sq.ft. second floor to remain), with no demolition or increase in existing dwelling footprint; install stormwater drainage system to collect roof runoff; and establish and perpetually maintain a 10' wide, ±1,133sq.ft. non-turf buffer area to be planted with additional native vegetation adjacent to the wetlands boundary. Located: 1675 Pine Neck Road, Southold. SCTM# 1000-70-5-42 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: 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 - — - --- - - � -- ---- - -- ---- ---- -- ----- - I EX.FLOATING . � 1� � NF#6 \� I/ 41.15, . E PROP05M "' FRAM �A HF#3 HF#4 I NF#5 ,�- � I SEPARATION DISTANCE REQUIREMENTS TIDAL WETLANDS BOIWARY WOD DOCK PROP05ED LIMIT OF PROPOSED HF#2..rw,.r- - - -! "-W"� . \\I// rlr�711!7- 1- --�;2.1�-"- - I ' � ,7,�-7F�-i,.7�--,-, I I 11 r � I I I - ". ,++ ,' �'' -Z-�T 1��' R - FOR 5TORMKA_MR LEACHING AS DELINEATED 13Y PROPOSED 6 BEDROOM SANITARY SYS: SI.PPOIZr FOR THE FOLLOKING MECH�C EQUIP.REati; CONTROL PANE AM 51-01�IER: IO`H.,11,135 S.F.NON-TURF k'F#1 . . + + + +%�� .:�- — 0 �1.r� � �' >,,_r,..�� , �,e',%�;4 I ' ��-,?�,-,75�--vw�' i6 . �71 �;' 9" , " , - ;�g L " L!., ,,,_g j,i',. I_� �4 i,4 1, _ - L- - 1 4 Irl ISM RECEPTACI-E�CONTROL PANEL BLOWER FOR ETU . . \0 1, -"-,' ,-� - ,l ,-� - il "_�,�l�!,��,:", �l�.�,' -1� 1,.�.,�i,'7 1�I , . � ' , ' - ��', l',, ,,,', EN-COASULTANTS,MAY 10,2022 --i3 � �' I " �, _ �,'�:,4 , � I .. �l- ',,,�, --� "�. ` 1:� ��,� , I d K -, ,i ,� , , I �%,-,� --� ', '; � I , -I)r. �, - 1�-;;",,-""-,;,�, �- i� ," � � . �-� v ,,,�! -5 AND PIPING PROF05w AB101310 TF:TATmwr m-m AND CZNTROL PAWL FOR LIFT STATION. LOCATE VI' a RIEMOTE RfDRO-ACTION OF)CNTRL GNM BLOKER BUFFER aO BE VIE-51FTATED + + -� - �- �ill, _�'�, �'j�j j ,�L�, I 1�01' I IDENTIALI , I � I-- 51IRLICTLIRE JOCKEY CREEK 4 - for- ;i - ,� , 16 Fk�� t . - MaINTED AND 6F1 RECIff"TACLE ON H'FRAW,SEE KT14 ADDITIONAL NATIVE ,; 4�-+ + + 4 4 + + --,�."-,-- �, , , t _ �'�'� �%,�r,�rr.,I" $.t �71-1, r �,�',� MORTAL SEPARATION 12151- Z SIM FRNIIE NEARBY SANITARY SYS AS%M .. ,+, � -it , .17', ��"� ,�, ,� �:�_ I-RrPRO-ACTION SET-H-60 ONSITE HA5TIEHATER TREATMENT .. ,J,....& , -,, 1-j- - ;4�� ; �,,,"rk,, 't""." .-,, , 1 7- 1 �� , �,,--`�ii,� Z., , -, ;� ;�v ,li, - '.I I , -1 1- " " , , * SEE DETAILS NO RE"EMERTS,VM SM NOTES ON"SP2. . -1`1� - , - ,,�. I - �, 11 1�I 11-� -"" ". , � ;'7��, N, TIE LINE ALON6 APPARENT SEE"FRAM M D115 9-3 PLAKTIN55) - 1. -I •. � %�., . . .Z+ -t -c ,-,""', , t-1 �- ,� -, � I , - . 11,�,`,�,l � DRAI -�"',"I f•.:.,5-�Vi , �,�I 1*-;�� , I 2A, C) INASE LEA014M POOL-cp HIGH WATER MAW ON X.META- . RMT,UMT INCINDES, 0 PROVIDE 20 AMP SER\A6E FROM MAJH ELE61RJCAL *FOR MOONTINS DESION/REXIREMENIS,SM ------� 41 l4 . I-17--� 14-1 + -I- +N"-14-lft-*.- ,HF#I I ��-;�,1,�-I, , ., - �.,.I 4L :-;,l:" -1 "i"-'v'*', t I--j"',*`."l- 1��,� - I i . 4 �, ,v,; -),;r,z";�-'T I'll -i,",`-41", ,-. .0� I -1 �� 1 41� PROPERTY LINE -WMNIMUM PAW . MODEL ANW,GRAVITY SYSTEM PRCIPOESED 4F fRAMIE DETAIL',ON"913 ----1 4 !", , 1 r "'. %�� -'�) �,w -�,,1�0�om. 7,1 -*-,� R : ,, " -,'"�1�1 1,,""i'T I;1( Lf��,�T 1 1. ---_ - I �,)rw,--�: I.,e, �, ,,,,,, I ,, ,': I T ' ' : :, r,-.,��- -, I I .. I � v;� I , :0 ,; � ,,, , •, .� - Id MINIMUM OCTOBER 21,2020 .. -W ISM PAWL IN BLV9 02. EX-COW,.BLK NAL � TIOAL WETLANDS 7� I!, I 0 , , �, , , 4,- 4��'1, �,-'.t, ,V,K,,,, i Q s ,ELLAR PROPOSED DM16K FLOW: # ALL COMPONINI'S MOUNTED 3.5'ABOIVIE eRADE OR � Y�,r , ,--,,---.,-,I I '. , ,�..�-11�.- , � , - 1z,,t�%,,'k, � ,�p, ---_ , � � - BUILDINGS WITH C .. 9 SEE WITROL PAI-REIRMS'NOTE5,5m"SI ----6 + + I , , -R �s� , �1' � , � , BUILDINGS ON SLAB- S'MINIKH S 8904740" E on(OP/CKTRI-CENT]EIV H ALARM BEACON 4 AMBLE ABOVE 5FE MOEVEIR 15 H16+IER .,,BouNv,,w - + ++ I III/I , ,4 �*,I'Y�,�� -- : � ., �,�'-�, , ,�C�,,�5.z�,`�1�1, F�l-i, 0 111.3- + " I 1-� " , 11 , �, 'i� -- T' ' , , �,��,",,,, �:�-j--r �!, , ,�', 4,l�� : ,, , ," � It , ".1 I - , - 1�.� , e , •W�i 1-z, - - 'r, . -f`'r lvl�`- ,��,� ,!' - PROVIPEI - :2-1 hD I- -11 + + kI, ., 11 "i�11 I,"I I-- ;'":"'I� �L '-�'. 1� l ,� I I L ,� � is L� ."J`L " '�11 I L f,.,.,, ,,- I I 1. I -- I I � '* , 'k 1.1,114 .2"W&ELEG CM PROM P"TO REMOTE CONTROL M CONTRACTOR TO AC42ARE, PROPOSED � � , L �� " MAIM SERV.LINE/LATERALSAAAR6= 10'MIN 2 HORN ALARM WCAlIED REMOTELY A6 SHOW zz- I--, AS DELIWATED BY ", ;;�e I! 7905 'I 3" , 4 LINDERISROM UTILITIES=V MINIMLIM EKF 0 �E a & -- -7 t 1�k lyd, E1,11--CO1,19ILTA1,1191 58.85' KOM DOCK + + IF t��. I ,I , N �p < MAY 10,2022 0 � �,-7,�-�,!:,":,: ,''�,� I 111- 0,A�,�N�V,k- I iI, I -, ��4p � :, "I . , �, %i� �' " 'Ill, I i 2'L*)LEG CND FROM A.G.To OP5 APPROXIMATELY i4O a,1516 YARDS OF 501L PE1`IHEO BUOYANCY AW-44ORI N6 SYSTEM FOR ETU ��!�,A-, I.. ",,1 ,� :",T�,.,.,� "��!� ; � ,�,4,- - �, SANITARY SEPTIC,TAM=20'MMIUM 41.15, 10 - 's + + �* #�ww; -- .l , ��,,�,,,��,i � p SANITARY LEACA41NS POOL = 201141NIMIN 2.5 WFtb ,I 17 _"I_.) -1 1� ff#5 - 2*We VENT CW FROM P.T. o HOUSE STACK AS'SP'OR W PER ASTM STANDARDS USED FOR THE -PROVIDE 0 HELICAL COIL AVJ40R5,LOG AS SHCW 12 - - %. 1 + HFF,13 1.!. ,,,�.I, `4 �-�,� "_1 �1-�,,I f, �`"l,,��0.,".!�:�f z RW STATION=20'MINIIMUM [32-111f, Au- X15TIN6 , ,111 - !-*j'-- -_ - - yF#I - BUOYANCY ANCHORINS PER NOTATION AW CALORATION I I I ,�, -""I I �--1,,1, V "; �"- - *�,, - .r 1�4"- �'��"�:,-�;;;,.I' I - W#3 &;;4 111-11 PROPOSED SANITARY SYSTEM INSTALLATION. -LE%7H OF AWhICR SHALL 13L tIOi-I5'BLH 61W OR 14 � � .,.�� , ' I MANHOLE= W MINM "I I � ��,7� " ��L��_-14" ,"; , ,�A, f3pu,i YNA I- 2 Z I ,III, 6F1 CONVIENDrE RECEPTACLE W-*W CONTROL PNL HiATEVER IS NECa6ARY TO ACHIEVE 10 KIP ULTIMATE ,,,2 5TY FR PHL6 ,+ �,,, -1 ., : r,� , . , '' , ,#q, � 1- ,�, I 1,ro ,wf','�� , t .r - 1"? 4 ' " - - --_ * - . - I , , ,� ,11 ,,�, . -,�,1� . � j'j;A,, ,:: f.,Fi,;',� ,�I`- PRIVATE WELLS=50'MINHH TH6,3 ' I - CHAMEIER AND TAW WITH HOLD-19"STRAP -,1, ,� ,. I � 115 IRETAININ6 WALLS = b'MINIMUM Cm.RK --- 91 1+1111 PROPOSED PRESSURIZED ABSORPTION BED- : W BA-EZ-ENT �:,,,�:�,"-,"p j ;",i A,�""J,-, , "" "v�4 , ,- ,,, I .Z.:;, III AREA OF C-R-OLNP DISTURf3ANr,E-. I - ---1 EX Ist FL FTPRINT To �X, I ,", ,��*��-' : c �� , ,,��*�W*j- X 1= � -Aa5ORP1710H LAT`5 6WTEXTILE HAT A66MY W DISTAL PORT AND RPNRA54CLE TO EACH HELICAL AWAOR - \ 11� ,,��- I - 8 2; APPROXIMATELY ie�400 SOFT.(0Jq22i=) SEE GALCULAUA DM SP2 I -,*#;:�:�, - FUEL 5TORAISE TANKS(8I.A.GRD) = 20 MIN . I tt - I - Al'� -,,�--�"AP-,i-,� -,,, ,4` " , 4m',z, ,;-�,�','�, - j1h 4-325 WIDE x 16AYW LATERAL5 : -� REMAIN 01MO S.F) , 4., '. � � - i - --"- � ," , �,1, i;-7,,, 4 .� -rl l-i,,-,-, ,-,,�, , ,7,,-'��!- %a Q - i I v, , , Bp , , ,,��,�, � ,� l,I _-�, ., 8 a MAINTAIN ALL SEPARATION DISTANCES ; il�,,,i m, �"*��Z%,,N- *,�,'- EX.W FL To REMAIN 0 "1�", ,-��,- ,��.��i.- ,��,,; ,� . . � � HORIZONTAL SEPARATION DIST. Z STORM - � 2.b ],,F#12 - 14 Nl,,-,�k,,�,,� T-j,�, ze- , 1:15l-�,%'e'� l,,"":,��:,�� -� - a PROVIDE VALVE BOX NO PISTAL WAD FOR EACH LATERAL EX -ONC- . 1% '. , - �,, , ,;.,I:,;�,; ,: ' 0-0 8L1KrkjALL-/ - \11 - \- 77,-�p 1 -;ij��%�-,-,-�,;,- �,,�� , I T! --;, ZI ,,, ., I ..."" . - - (1&58 SFJ , ��-,,T - - PRAINAISE NON-LEACHIN5 OL � F op I" �, � �,i- 1 0,,4 I �,:��,��-,%-;'', 7,,rr,v11;11 I b, k"13 -14AINTAIN ISRAVE 5'BEYOI0 M,THN SLOPE DOWN To - 'i.--,,--�!,,��,:�" I 4� �;, 11 9 �I ". I 4 - - r ,1�14�-�, , PROPOSMAJAIMAL ISRAIDE 0.1 ll,IAXIM" --t ,., li� , . - ,t WATER SEIRV.LINEM-ATERALSi'MA11,15 - WMIN , ''. , U, 1"-A'",�,";i�,�'-�--,:�%,dhm�t�,� �E � 12-lwl - I / `1� PROPOSED 1",, ; - �L, 11 � � � _ EX.FLCATIN6 , • -' � _, � -4 114 .� I-� s SEE IDErALS,DNS SP3 ;�11; I �ifj�,V'4$',-'t'�o�!.4��k4p;%��,�',.i4,6-r., u- NMR6ROM UTILITIES= 5'MINIMH Cow'.5L . EX15TIN6 2 5TORY FR. PHELLINC7 9 PROPOSED o \ 2nd FL ADDITION \ VZA,-�_,��-!f A.-�,o-""l �1,�q'� � zIR K wa - I 11DAL WETI.-ANDS BOUNDARY WOP POCK Ill . 1i I It-'�j, � I... 5J PE � /111 -LOCATION M 50%EXPANSION SH" AS DELINEATED BY W BASEME1,1T 2nd FL �> \ 0-n2 S.F) , I � VERTICAL,SEPARATION DIST,FOR �TORM \ ,I�/�o I "I � PUMP AND BASIN: EN-00l&ILTANZ,MAY 10,2022 EX.1st FL FOOTPRINT TO FEMAIN(11MO SF) a� I HABITABLE PROP.6 BEDIRM 0 �P DRAINAGE LINE51 THKI - 15-- EX.2nd FL TO REMAN(tBW S.F) SP((±TI2 SF)) LOCATION MAP: --. @ 1" - I--,' (O OFEW,O SIMPLEX P173005 FUMP STATION W PPLEL.a 16.6,NLJ N� m HATER SEFMCE LINES = 18"MINIM1,1111 165 I EX 2 5TY FIR L)K.b --\ 4� "" PROVIDE: TIE UNE ALONG APPAIRENT H644 .METAL PROP05ED 2nd FL. ADDITION (iT72 S.F) 11 LF J I I NOT TO SCALE -! SANITARY WASTE UW5= 0'MINI HjM not PL M :ab,I * a REIW.PL.ANT1+1-FLOATATION FLANGE TO WNMWT EIUOYAW�Y WATER MARK ON OCT.21,2020 RAMP PROP05ED 6 972)ROOM 6 -11- 36 I � Q<,n 5 � 2W R-70 REMW K) 0 : CoONTI;WL PANS,HIM ON PROPOSED WFIZAHE Fr-LJ!I-a 16.6 NLJ EX. \ \ , (, em �4 � K SEE DNS SP3 FOR DETAILS AND W-ORMATION (D Z= K PROPOSED INNOVATIVE AND ALTERNATIVE Q 81- !� � N%%W,9 0 2 -9 S 8904740" E > 12 11, IN ABA�VQNMENT BY REI,40VALI - tim Sp,FR.161V > -�)l A .- tb b5F g T - It -- EX, LL-�j \ PROPOSE12 PIPIN67 I EX.9XM a \ I ON-SITE WASTEWATER TREATMENT SITE PLAN ?i EXIST.SYSTEM TO BE ABAMONED BY REMOVI% N13-�111 58.85 . I AUTO -1- ALL fRE51cuAL seiAisE WASTES 13Y A LICEN5W - t-ft -hl PECK P� 4 4"WR�5 TRANSPORT PIPE M UD.W WC1012 DOCK D- � � EX.2nd F z- 1bOb5F o W CT5 POLY PIPE TRANSPORT PIPE Wl, ,— --- 5p/ (AR VENT TED 7q, �p�, � il�, �L;�-5- W#b ,I 1, INTO 0 HS STK) I / I WASTE HAULER,1404OVINS,THE ENTIRE STIW7URE(5), , EXp � � a L. � S 79 052'1 3 IFE I HABILM .11 SITUATE AT: DATUM: NAVD55 WITABLE 5P. : 0 0,1'DISTRIERMON PIPE(OVER 6EOMAT aLY)PERFMA11D, %,.�Nj,e ',,,--�!`�;15 41.1 EX,A/(�, -El 9 1 -' 13AC419LLHB WITH SUITABLE SAND AND 6RAVEL �, m 1�1 rz:t , � � ++""41, 13' 16 - SPACE T \ 1615 FINE NEGK RD 5OUTHOLD, NY SWM ZONE: IV (600 GPD/AG) I 1 16- I'll: TO RENHAAIN il 9" WXNP HOLES AT b 4 4 OUD(,K ONSTALL LIEVEU --r--+- -+--+,-+-+--33 -* LUZA (+&5&5F) 20 AW MM MATERIAL,AND PROPERLY COMPACTING. 155b 5F I '- �� AL L-1 LIMIT OF PROPOSED 7- EX FF I'-u- . TOM OF SOUTHOLD - - EX L. � I>- + �� li'l- ,III, EX.LP USE MAIN K H HMS :�: -' ---4 IZZ R-m SEE DWG SP2 FOR SANITARY PROFILE - � EX PF Ow I TAW, +, ,+ -t + .-,-- - - IO'K±ijm sr-.NON-Ti TANK,LP. VR VV " hD-PORCH, jb5F : 15.&' T&-3 ---_ %s�+ + f WF* 15.51 m Ibb", ORCH, x t SUFFOLK COW,NEW YORK e- . 65 5F Lu GONG.OLK el 9Af ER(To BE VE-61ETAnD /I (-" I 55F Lu I i 2 5GTM NO.: 1000-10-0542 APPLIGANT/OWNER: . . : . - ----b - t.vl I .. -- NM ADDITIONAL NATIVE . . I--, , \ � , I PROP05M 14' DILAPIDATED b ,,_W116. t .+ PLANTINGS) . . . - SITE DATA: DAVID AND ALLISON AFFINITTO I.- T-"- 10 STRUCTURE -fi!3ke I Sk. 2b + W012 14�� XIcT1NS- .- EROSION CONTROL tEA5URE \xlt- ,!� -� I . -1-11.rj -�F I I PROP05ED 14 ' 1�16-.�I "r / I DILAPIDATED ie;i%g ...... III - !��- + #13 ,�;� -k • 10 I PILAPIPAT TOTAL LOT AREA: 41,cTO4 50.FT.(1.100 oc) PROVIDE SILT FENCE EARRIER "\ EX. V - zu.j:lr \-7 , 14 /I STORM DRAINAGE STRIJGTURE PROPOSED HTR It lwk V,�� 5-TRU6TURE AS 940M(APPROX 511 UKrT,f aN - 10 DEDICATED To DHE-LUNG ROOF LINE SPLICE . ( t L4-t - -� CAONNErITION PT . IT \.\ FOR DETAIL AND REMIREHEM5 / KALK,1 b �'' Ex.EX,C,M.BLK 1, . 1,I1 ) .\ NY50EC ADJACENT AREA LOT COVERAGE TABLE SM DW 5174 I-EX. I i' 4 ]-^.SLATE \ T I ;��sc- //V, " RIMOFF AND EX.GYRO PORCH -,%�. � I . -,---_, �j - 2-8' x5'LIQPP (SOLID CA -- Ex. tm!:)1-- ADJACENT AREA: 131,436 50.FT. (0.1211 Inc) , , -*- - U.P.up. 'A - - . .. .I.... EX.FtKVlab.. - ? V" SEE CALIC,I M ON DWG SP4 1-11 -A)y --I (LOT AI;ff-A BETINIEEN TIDAL HETLAND BOUNDARY AND 50OFT HIETLAND SETBAC,rj EXISTINQ .k,/ w� -,!.� -. .... PRIN/L W.-. Fl;�cro-qp � \A- c 9 . - , p - 10 � . - I ".:.:.. /W. , �/ r, , , . ". EROSION CONTROL MEASURE PROP 2i '9/ r flkl` . , 5ANITARY!5YSTEM To BE * I - � . ..;L - PROVIDE SILT FENCE BARRIER I� HABITABLE tmxz SP�// 1��Y/�- . 0 a PROP05M . I X --� •-,� ... . GON5TRLICTED COMPONENTS! COVERED AREA: , .�. , �.. 1- . . ABANDONED BY MOVAL : - -T I : ,�: 12 1 -1 �-� . �*- ,: , A ��- I - EX,2 51Y PHELLINS 'I"SO.FT. 660%) I - � . �:.'-' 16 =11 (t F)--.\ \1 ... . ... Ole L ." : � PER SGOW 1. \)!'��.',-`;. ...... ., AS SH"(APPROX 5r7 UK.FTJ . :T12 5F) EROSION CNTL MEASURE -5R1 .. .1 - -* .I �-�:-�-`.--.-�j.;...'. '< _-u EX.DECK *4150FT.(2.04%) - � ti .7 REOMTS ,.... , // .�. ... , .:N., -.!��-�` " , - %.: : ,-.:� . ' ' "" �, ' ,�'...� .,.:. ., . // I Q , " ..- FOR DETAIL AND RELVIREMENT5 � -o-:!�': . .. . , SEE BOXED NOTF,THIS"----- Ex PLA-r .,;ff�: . ..... .. . .. .. , . . .. -/ .1-�..:"- - E1 SET . 1 ,� .. ..'�- . . . : . EX.RD.Mo j6 -. .. - .-�::� , .i� . . . . - . . = DECK .�. I. .I �%�. � '..., � 1 �.. .. I I SEE DNS SP4 EX, i- ** * , ..I�-.::, , -;. .,&.�� , PORCH t-m SQj=T.O.Iqw , ,i-F/0 EX WPR LINE,� - EX,2nd SHom(t5rt LINJ=Tj FOR PTL 4 .. I - , .:, 9 � if) a F /11*-" . * ABANPONED7.':-: -14 HABITABLE I iz �- ..,. -7''.. ....f.",":". .:.. CL --I EX.IvEC"ICALS,a DN-6 I /I...".,..." .- To BE . 16.3 tbOb5F � ,- I- PROVIDE SILT FENCE BARRIER AS Z�z --4 .. .% .. ,:�-- ,,7� V2 SQ.FT.(OD4%) - - �'\- �'��: ....� �-- -,; ... ��: 1� \ .. ..��,, \ \ � .:..��I... " , I I 12.6 � - �- . . I . I I ,c� '' , REOWM,SEE PH5 SP4 . . - .. I - - . () I — � JLI,::":� , 17X 02' -r- PROPOSED 111 P LL- � -�-* : I i-AHOLE � _u EX.HD STEPS 4 SLATE WALK i203 SaFT (0.65%) 1 e .�_ r -SET FROM 14 _�.!P - IX-.1,16, Tl�,O,-NN 11 'r,�R �.._,l'z I . ��... " ' EX. ,U OFF I STORM DRAINAGE STRZTUF;E - I :!� --( , .. EX.GARAGE 1 PL.APRON VW SQFT�(2.44%) 11) i I *. . 2 DEDICATED To ONELLIM9 ROOF I X L.P. (t55b�F) I - �i"r k . 1 ---k MAINTAIN IVATE tv r I-If-, :.....1. a . I--.- - WATER SERVICE-91-ICE '� . %% . � .- It EX MEOMMOAL5 Is 6AR.AciE 64 SOPT.(0.11%) CN .�..:, . :��. ,i-,:*.: ho , .61 l ..:... TANK*51� . .. 11h, '- WELL 11 .. I � .. . . k - .., ET 6 9D 5' 1 , - ....... . . - - RUNOFF AND EX CVRD PORC44 15h, 18 X . �:.-. .:.! �. \ ,6, .. �- '. , EX.5HIMMIN15 POOL :020 SOFT.(224%) : -8%61-10 PP(SOLID CV9j -1 - . . BEYOND EN, CLI EX.ELEL 2 p l-1 I I �11 PROPOSED SERVICE To GARAGE . \ . . EX POOL PATIO f:1211 561,177,113M) - -16- ;•.... I" I :RA I - :..,-.. ,- .. � Ex.L.P. L".--*"�`- .. METER SEE GALC. * 12TL ON"SP4 . . 1> I EXISTING 'k. IN SPLICE AS SH"— "li '....�..... � - n FASTING I STY FR GARAGE . .. .. I . 1. .� : ..... - -\ - '� , - TfO TAPER PH @ TL ADJACENT AFT--A HPLWOL15 COVER 15,b54 50.17.Obb2%) QJ n TAW- .. 11 I � . � ....,.1.,....,.:. - X11.15, - .,--,) , DILAPIDATED 11 fwm ��.N ... 63 TO FINAL GRD 6 : — ssk. �. -10 M MMI19EV EM ST I : All 11P.I �,/ / 5IRZTUPE LX.PLAY :.-�� - 14 TOWN LOT COVERAGE= TABLE z (3 � PROVIDE 16 1 STY FR -VI �- i k I , I t, * , P114 !g _ , �% .305F 1%. -- , W, d) PROP05ED HALF BATH ISAIRASE � -�A.�?,�, � .. � . r� Ex Vb STEPS, - �, :t�:�� -, MARTAIN 6RD BUILDABLE LAND: ±46,qqo 50.FT. (1.0-1cl AG) u� FOR AMI. INFO SEE DRY W,V �f,� �l..-"�,,- ,. ,-..... - ... .. /I �, ti55 ✓5F 1 . � 4� t--: ...,"..", .��,.,. : ,, , : -�- 51 BEYOND (LOT AR1---A-WETLAND AREA) I " 1, e� . -- ��.. EX, tX.ti -10 14---U-U16 PWRIG" *-1 al ;� 04 MTZMAN&ARASE MODIFICATION g� (*qb SF) '� ' ' / . ) LM TO 13E FRED)MMMED I .:.,%.-.,.-..-:.:C4l�, ,�.�..�� ! --:: I WILK,111V-17 -, * . . BY KEHL DE516N A65a;. 4 .. . .; ��.. I 4 . �, I AS I;EQV,KAJRTAIN 5- I CRI � LEACHING 111-1), � Ir- . . :,�-. % , � . 3-5 . � -� ,,,� -I &r-L I ` ` ,,, ," �--::-: , , . I -, SEP o :-� .... ... �,�& GONSTRZTED COMPONENTS: -1 , I& > 1 - 24q I � .: . ". 1)1�11`115 "' ) / *1 '0& PROPOSED � �w� ilcll-1..��;`r 11 . . . I PROPOSE[? -- 1�--:..�i. I I ill . THEN TAPER PN @ COVERED AREA: pl� v WO/F 1�Z�l�) T I , ..I � 11l.n D 'OT 5c4t k * E . - .- HATER SERVICE SPLICE .. . .-I �, STORM DRAINA6E STMTURE DEDICATED I -..�-..,.::: 1:3 TO FINAL CRD EX.2 STY DWELLIN& -T.(4.02%) @I _7 n 5(, LMAR it .-,..-:.-. * Z6 tEg� .."-4 V+.Z I m � JENNIFER 5GHOLMAN 1 43, K15TINr7 *I::%,:. -- / 1� TIE NEW PIPIN9 TO EASTM TAP PROP. . ,....:,-.-t,. & . , . . To ROOF RI.NOFF FROM MODIFIED .1c 4-01 1 LN a .. I . - . . -- ti'm sar (3 `.:,�-%' -- - ' I \ �.-,.,: �-o�w -L . .�p . 'EX.. EX.ELEG EX.DECK th4l SOFT.036%) P4 SLATE PATIO 'I'.'- . .'-��-'-� SEE EW 6�Ar AND OUTDOOR%O,el uJ 2t brv,A � ��..*.. D I -I- �- .. f 4 .... . 5ERV.TO GARAGE IN SPLICE AS 5H" - I%L�l % 4, - --io -5 SOFT.(ODO%) .. I . , 12 SITE PLAN- ,x 6'LIO OEM 0 11 �� ,:�U-p. METER PJAELLING, , LOT @ : -W, - ., / iylll�\*,�,:- 0 , x I- .21 - Ek P-0.NO POR(A 0 X 1425 PINE NEGK RP DWELLING �z .� X.�� Tf? 0 L575 PINE NECK RD 11, �"'�� :L".- _1&t�, . . �.- PROPOSED SP4-/ ,,-, a ..- . - : EX GARAGE tK7 SOFT.(1.0%) - PRIVATE WELL LL ....... .. . . .. . I g� - N SANITARY SYS! a SEE CALC,AND DETAIL ON DNS ... X � 7 - - . Ex. 0) --� �6 S < RDLIG HATER I,--, . . -. I Ikk - :.- -:�- .,. EX SwMMm POOL 020 SaFT.053%) - w u- I . ,1,-�...,.. 16 ....,:A , 51 - ..,.*i,-- U.P. �.A't��.. 11 EX,PLAY . T1415 PHIS. �' 170-5EC) . IN ... - .. ----q . — 130 L-r-ly .".. 50PT,(4.2096) - lk-� . \ I � I . 16 1'� !Y1 . k11 . 0 " ..; ... ... EX15T, / - I I-"' :�� )SA'A \\1 LOT COVERAGE f4,323 X 4 I - EX. BUND `Wlr7 70, od- --14 '(% OUTDOOR SHOVER - \-\1\1�, - � �) - - 5HIMKIV, t 4 . . - I I EXISTING ... �' CR3 - ---- - ..1:.----...... ..-. EX15TING . 3 . I -11 ARTICLE XXXVI INS SIZE LIMITS VD 2- �) UP.Z� .i \ Lw oo� PERVIOUS 6RVL5A.5E,*251 F- I 51Y FR ISAR. r� �IRV'�. L, -'. k� ,-.- 5B.CURB SERVES . �. *SD SF . / _1�5 'TION al MAXI"ef;?D% p0a ..11-A'1�- Z�k WC1111,; 15d afsuT FRO" 14 SEE , ItCUMA I �j .i5DI .. � (MD N:1.� .,I � . / AS VEHICULAR 51,1155R, AREA16FAI FOR RESIDENT 2W.LIKS6. = - -1, 11) SEPARATION DISTANCE REGHT5 POP, � 1720 5F '.�...L KUIA"f:P6ARC-0Lt?ER, ,I-------- 0130pj,se v01-- 15 ER-AR61ED"— •- � . :I CR 1-1 11 4 . . 11!3 Z� - 10 BE MIXIM p j L,�--.,.,k*: 1 .:. �.�l .,�� L VIOU5�.," I PROTEG11ON A.I.THE 6FA WALL NOT EmCkEv THE PERMITTED 5o.FTG.C;ALr,AS FOLLO,,6: () T- d) SANITARY SEPTIC I ..:%�," PICRAPD LEE C-OWER 1 6 " , '.. .1 ii.,4 . LU (i) , TANKS. I/A OHM `- . 1 ------ 11 I , . . ?�q: OVIVE � *T",. '. ..:.::;:-.--,-..lz�:',� � - e.LOTS IF TO L30OW SF OF LOT AREA, 5,1100 SOPT. t....-:� ,I . - E ". I, 4u 1� � . T',�Lv - . .".. � . , 1� I ALLISON RATG44 6owazm .�.., . . %I�, 1. I .... .. I FOR PROPOSED -LOT AREA IN EXCESS OF 40,000 SaFT. - v- I PUMP STA OR MANHOLE ORESIVENTIAL): A � � -'.1 ,>�IZ �p I- ,9'-, . ': ... .:� , .., * R16 5%Or JLJ/1e -"- .1 z t1t<ut1ut;Itu Ib- , R111" . � . -�*` .1.�. a.: 5AlKITAd;ZY C40WCVMS , 1:� . 110 EX, LOT(�) � '?z�X'-�L'Ip''co- , EX, --- I HALF BATH tt `u� Zi. I 11:�: � -.*.:,: ,7 1 . 6bcM 50-FT.x = �) Q3 (.9 . 0 STORM DRAINAGE STFW,TLq;E � K 2- - I I - 4 q .. •:, ." "'.;�' � / )Z)�, 335 Sam , � :UP. li'Dv 1z -. MAXIMUM GFA ALLOWED. 5,435 50.Fr. SEPARATION DISTANCES: -W P*LLIN5 , -) - - .,.:., Ex � . ,a � .. :.. -� .. � X- (3 .. ....; 1'... ,I 1. .. . I PERVIO[b : .1 '� r',FL 1q.1 24.5- ... .. . ... . ...". . A.EULDINO W CELLAR- 10'-O" . :,�. c-Rvt I lw� �',C W-GK IV I DEDICATED To ROOF RUNOFF 1� � -;.-.:�- 1 . I 1 , , �: ..�..�.. . , .I . .. .1. �� -T MIN.HORIZONTAL.- G,ES: � 1b, p Ii . 10�1� I . ., F. le) -e . ,:...... �- . . I I >--4 EA5TIN9/- �� . .;. I . , &I L"I PRIVATE WLL FROM MODIFIED GARAGE AND 1. . .- - �; DRVW -� 1-1�11` .1. ': .m.. ::�_::,.:�- - - - B.BUILDING ON SLAB-5`-O' �91 - I STY FR , / . (j) (N . - - - �.: OUTDOOR SHOWER, 1(. CR3 .. I — , * % EX.2 STY P"W PROPOSED 2nd FL ADDITION; MAIN LEVEL = �4 1 C.PORCHES DEC*n HOL15E OVERHANGS, -1� 1- . - --i ��6 ,: I- E* Vi ,",/ // �, .!,.:':: I"SaFT I I... %. I T, r 1 143 Xit)TINC, I.. . . - n , . .'' I-6'0 x&I-10 PP(SOLID COVER) , . :,...: . /\ SECONVI FL = Ib30 50M * - . -w:I . . . ,:�.� . CANTILEVER5,ETC,=5'-O' � - I . -.�.� , �� :: .:. PROP. cgQg�m-7 , P4 I'D -, I . 110 - . ,- ... . . I .: . - -, �� #1 . . . - PROPOSED GFA c DMATER.LINES= 101-O' .. - 15 SEE GAIL AND M ON PH6 SP4 - \ \ 3;526 WFT \ \,.-I - - Xf&'5 �:..''.�*":,::%'.. 4�� FOR INVERT ELEVATIC% ..,:. 11 .R . . - . � / 7�, -%- " ±1 I*&�:,.`-�l...::* � . . � 4v J� SEE tPOS51W/TRENCH . .... 211 5F -%'. --� ". . -ACE WATER Ocnmvs) ::-51-ol - -r ,Ex- I I -I . - � I/A OWTS UNIT SIZING: �� I E.SURF ----- 1,,.�I HAt ,,,- - > U- 6.FL.RI . STATE:., I a ... , - �, .% ....•. 11-� P.RIBLIC HELL=200'-O' . . - 4, 161 I --- EXISTING I STY FR r2ARA6E "��pl lf.��' 1b(,5TO$rEv61k6` 1� ILJ . ', .":--;.�--�-'-" I--, MAIL AW UTILITY k 4.-T X . - , __j � . . ,.- 7-1. ,.F: . /,Q V) EX.POOL I . . .:... PROPOSED 95IN65 - ,.. � , I SLD.145.DIVISION OF ENVIRONMENTAL(2jAUTy,STANDARDS FOR APPROVAL p Ili. - . OW551146,TABLE'MMS SP4 OF LAN5 AND ...�.- TO BE 1wlWIFIEV I . .. . 6.PRIVATE MILL =-5'--O* 13061-1 D.H A 1431 I-�: ::...�.,- :2y- I�F ! I . : ..'.,1�-I.`.-..` /�P-�,*, 4� . / ... - 15TING Lu I 1.,:�'". .. . FOR IRVIRT ELEVATIONS ..... .1 ... .. .. - CONSTRr-TION FOR SEHAP-E DISPOSAL FOR IZE51VB H H.RETAINING WALL MTFZP�) := 10'-O' Z/10- :1- k .4-- 1 .. �._�!. ..". -� -, ---,, 4CE5 �-� 1 . .� : . PROVIDE 5LA MATIO - ,EX..�-;-`.,! Ex. . q ..,� � I . ..3 I. I�- .. 4(/ 1 1 . . 5EE'CRO55IN5/TFDCH DETAIL -j 47 �*.�" 16 DATED: DECEMBER 2q,2011 .. , �.'_.":- 1� J.LV&PIJEL TANKS=10'-O' . . 1 I � W,TlERVIOU51k / \, Z� 15T. .�:, ,l�.-, ,:,.. , -z ''. : . , Z:� . N . AND LML11Y CRO55IN67 TABLE' U.P.UP .:" ,4;& PROPOSED HALF BATH I . . . \ TAME 3 M114HH VA ON--511'E WAsTEHATr-R TREATFtW CAPACITIES .. i11 . . ---.- � ,�- �� -0 SEE I 0- . 0 K•U/6 UTILITIES=5'-O* Ff� .-�-. - 2-�*�,CRVL-:,�: lb.e�, INGRoo�V 8 / I . . - . ... FOR ADVIL IW , , . - PH5 SP4 � . 6 BEDROOM PHELLIva- EN91NEER; L ROAD STORM DRAINS-20'-d' t- � /7* ,1.�.......". ----- -_j Z� A- HEIT2WN GARAGE MODIFICATION is -�DR)Iwii I 1-� 5HIMtv1Iw1 �� - HATER- . 0 . 1, . .. % . . . . .... 14141111-1�L -�'. k MINI"TANK r,APAr,17Y =b6o GALLONS I. ...: , . . I M.ON-511E STORM DRAM= IO'-0" V-� az P C1.5 .I � . Ib :zz POOL LWUJ . LINE SPLICE�,-Y., BY fal-L DE-516N A55X. EXIST, ., . .. / 11 I . ... NE119"EM1,119 WIL5 '11 � . ... (� . PROPOSED . � . . :,- CONNEr �f:==�-�- . . ...". - ,TION PT :;I-r- ry,z,�--� N.CATCH BASINS(NON-LEACHIN9,1 c 5'-O' t - I , ... . - . . 1-720 5r- - . , ARE WITHIN Do' ,,,, � '.... .'�"' �� EX. 1W,Rajo . e I/A OWTS UNIT LOAD CALCULATION: -,/ - 0.SANITARY LEACRIN9 POOL r IY-O" "Zi- / .,i� u R�z 5NWt�-, z "I . ., WATER LINE I a ..�: :, I OF PRC1PEFZ1Y 411<y--, ----, P-% , , . � .....-:.`�. -'j 1. & N (j V, / ,"."." Ex up. Pp10PO5Ep .�.: %% :�-.. - - I . .. rurli ' "' I ... f12O Sm . .I..I.I �:- I of C�) -3 N-/>,N 1,� '%\ , , P.SEPT16 TANK-,PUMP STA OR M.H.=5'-O' � "I (9 . .: - 2 LIL No.15A 6 OVTDOOR 5HOHM '---'-.' SPLICE,FT Of � .,�.� PROPOSED SANITARY DE516N FLOW: MO ISM . - I Q.PROPERTY LINES=5'-V ,.. -.. lu PEROM eRv1I-BASE"tZ i. . CONNECTIol �t -Z � -:--,,�-;:�': 6 BEDROOMS a 110 6PO/BEDROOM=66o 6po - �< ,-\ -T �Iz L- I SF � �f � "-,�.,��...�.-. , � -\- �\' ". ,\ W-Ou ly F-4 ".., .��-'�� - ... I NEAR5T .,. . ... � .. Ag R SWIMMING POOL= -, / I "S f. w - , I =) � USE (1) HYDRO ACTION KA5TE WATER TREATMENT PLANT r, ,4 -:�,4�1 �t./:.I SURFACE WJER I , cz t 1 - I - . �: .... eo USE MOM No.ANBOO,GRAVITY SYSTEM � , , 7 � v . . � � -� S.TOP OF EMANKMEN17 OR STEEP SLOPE 0 14 --,:,.- '., � 05%SLOPE OR&MATM = Z?-O' I c"l', . % IS AT SBJECT : :.Zi..., �- : m .. *1 �� )I i� �� VI Zi,.., C) ." . , -:,.:.. . � . � .. Q-j 11 I "n,-, w %.�, : t*- - 9 Z� .� oe TOTAL TREATMI!NT CAPACITYs boo ISM .1 .., : - T.MIFF m 175'-O" ....:. . < I y & --,�, . . .., c� - •:�... -':.., :� PROP.TIE LINE m , :4� I 1� I., ..�'- 06 zi IA. I V) os TOTAL,WORKING CAPACITY: 2,46b GPD ,� A !, ; ..,. .."..,%. - "cp\ -1 - .. � -� I �� r-11 9- 1 U.PEGKARAM =5' t1- gI b-� 9 .. 6A -- FLOW RAW;E- 50-WO 612P , EX �%: . ( , 16i �y � . 1-; I,�-:.,-:--:.- "It 'i 0 - •.... . ��)\ . Q U.P. I - .1 -�:� I . . - . No,14A ..:��:; * . . TION,IONG,SP2 � .", Li� ,,zj- ClI6 i� u . so SEE DETAIL FOR INFOFMA ?.:::.I,. � � L .:�-.,z � . .,..�: , , j5 . M.". Z-Z . :, .�. t. I - X .., Ly �m 6 , ,I:= r-1 � 4 . . ,.:.%,.. - MAINTAIN REMIRED SEPARATION DISTANCES,VW6-7 5PI �, / ;;'3 3 < . , -:.:,.'-., . d , SEPARATION DISTANCE iQ'MT5 :,...:,�..: 11- 41� �4... 9/ 1! ,- � %'� � t-- . I I - --�, ,..:.I ,j) . I. - :r��.. �---:,----�- .... . - .-- ---v- - - , FOR SANITARY LEACHING - I :,.�*.I.:- <3 t1- � -. . ---- —15 . A— SANITARY ABSORPTION BED SIZING 'L .,�()', �: I - -:,:� :. 11-q --- - T.BUTLER,P.E. v .. :. ;17 ,\-t r,I -r --� 5TIZUCTURE-5 (RE51PENTI L X . .,: < ----- . � (" . .... --� . 6 -'...,.. . -/ - . PPZP05W 6 BEDROOM DPalms . . ; . t. , t ... , .1 _,.-- EX.POOL 4�, 1 7'".. 1--, 51ZIH9 FM- UNOFFICIAL COWILAMON OF C40S RULES,AM REGULATION STATE OF NEK YORK MINIMUM HORIZONTAL SEPARATION DISTANCES: -11 -�'T. I ..:t%� 7'". 1 . ON Or-THE I , :-. � SrK51-1 P.W. / �..-':..:., . �1 C, ik BUILDING W CELLAR- 10'-O' Imo'. . . . . Q TITLE 10 DEPARTMENT OF IE-AT14.60APTER If.PART 15.STRVAM5 FOR IWIVIDUAL ONSITE HALTERB.BUILDING ON SLAB= 10'-O' a II . Z . .: i . ENLARGEDPLAN 51TE PLAN BkcED ON ORIGINAL SURVEY W. SIPPLY RD INDIVIDUAL"TE MA51ENAIM 1REATKNT SYSTEM MPMIX-5-Ar � I 11�- .-1: I'll !ABLE- 1: DALY veim f Low.- 110&N-WAY/SWIzoom(w em TL r-wW AND, ��c, PORCHES PECKS HOUSE OVEIZHANS fu " I ` " NATHAN TAFT CORHIN,LAND SURVEYORUO Z�z K� PRIVATE I- .�7......:-.... I T. ... .. 1586 MAIN ROAD 5=1-115.DIVISION OF ENVIRa"WAL GUAL11Y,STANOARZIS FOR APPROVAL or-PLANS/CoNsTRz-nomCANTILEVERS,ETC _:,,- PROPOSED SANITARY SYSTEM 0-5'-O" . HELL I 5�t/�' - –'. . 0 "............. . zz� -7 P.WATER LINES- IOLO' s I I 4XI;11.1 N51PE 4 1 , , , .. .. ---- . . JAMESPORT,W IIq4 FOR SMAGE DISPOSAL SYSTf M FOR SINSLE-FAMILY RESIDENCES � I:14 .,ic 0��-�I, .. .:�- � AD MCEIvIBER 24.20rt �4 71-AMP5) m 100'-O' = ��: ......�.-�%- 4." X . I --�,: Ell SURFACE WATER 11HE X . - : DKELLING i 11 . :_i . . . . . . - SURVEYED: APRIL rl,200q ,� 0 -7 . .. F.RBUCl HELL = 200'-0' C:) IV k 1!� 1:I..�..::.:: et, -"i I I 11 I----l- � I LAST UPDATED: SEPT.:25, 2022 TAME 13: WDRouc,LOADING RATES FOR pFTSaRlzw SHAI �� )z . - - EX-- 13 1 "a'i'l 111i'll . .. � .r --I .�.,..� �� I I/ 2 EX UP - _L014 DRAINFIELDS(Fw,$), LL e.PRIVATE HELL - ICILY/150' p I --I ,.,...:, - /4 / PIERVIO16 Ll�N�J5A % �' -1. ,, r .1-�-, ---- DATUM: NAVD.bb SIZE BAC21ED ON 507TOM AREA OF TREICH s CATESCRY 1,VA OWS-5,0 APPLICATION RATE -,!� C) ;� (3 11 '. - ........ --,---] 0 1.�- i. I s ze In H.RET.WALL MTRPROFF)= 104)' " w X GRVL LLJ - J.V/e FUEL TAW,5 = 10'-O' C) � T I (::) -- I-) 20 10 0 20 40 1.4 � �"- .:""I". / 1-4 E)R\W PYRAMID LAK/5KY PLANE CQM P., 2 0 K U/19 UTILMES =V-V 0 < .,..,.,-.,.�., I :-` LT-1 I / (Z) I' = 20'-O" -_PLIAW,F- SANITARY ABSORPTION BED CALCULATION: (N �E �-- c� V) :z . .. .. 1-ZI 0 6RAP141C SCALE 5EE ARCHITECTURAL DRAKIN6 SET BY ---I (3 1 .- I k t*- 4j 1 (.1�.*.'.'I-'...".I 110 ISPO X 6 BEDROOM/ CO(APP.RATE�= 220 ism . - Lu , I I L.ROAD STORM DRAM OR C) I :....,.:.., 9-i I JEFFERY T.BUT!19:�P.E,P.G. DATED 220 GPO/ 3.25 SPA-r-.Oa4cH KD" =blhq UK FT 4� u- (3 V P- > IZEC44ARGE BASINS =20'-V �� lx� I.", V-) -[ -- r ..'� - -.- 0 . . -< u- :[:: I X :."*: ". .,..:,., H.ON-SITE 5TOF04 DRAM OR �� . I � I ...�:, . 0/ MAY 0,2023 71-U3116TI-I OF TRENC-A REWIRED =b7hq LIN FT �-I :.I..I I... 11�1- 9 .1... , < < �- t REC,HAR6E BASINS m I&-O I - :......�, ,I (=> Q> EX.UP. .....��." -j 10--I (3 :K . .:. I 1. ... �e �. - USE: 4 LATERALS 16AVLONG EACA4 Z < C) I N.GATCht BASINS,NON-LEACHING - 10'-O' I :..",1."' L IL No 14A al-. , il�l < CL DO .4 > X .. . .. C/� .. .... �s F...... . PROVIDED = 61.1 LIN FT Q W t- 0.SM.LEACHING,POOLS -6'-O' I .,. � P� (j) (3 w- CL X .< I.... LEGEND: �' " . '.�,". e ,- .. . NOTE: GEOMATT SHALL 13E DELIVERED TO SITE IN ROLLS AM CVr To SIZE. - . - P.PROPERTY LINES- V-O" / I . - >-, 0 0 - 1 c� < .". ... � ..,:. t� FEN ;211 I . ..-1 U) PROF105ED SANITARY 5YSTEM, - ELEV.IIAI RATLR&GRADE, c).01 � 1. Q.TOP OF EmBAN"Eur OR STB " EX,PdR FEN L I tv I i . Z; PROPERTY LINE — . -------- PROPOSED INSTALLATION: P4 :i z c� (3 . (15%SLOPE OR 6REA7% =25 FW %., 2: X :--...�'. R.MIFF= 65'-V MON.0 IN. EX, EX I i',,I 1, I I 1>1 w .,-,.." � . - . . - . . - ®COVER TO MADE i� DARK BROWN 05. 1 i (4)PDF LATERALS a 16.0 LIN.FT.EACH INSTALLED IN ABSORPTION BEP. --I Lu w- (3 n 11 - < � :> // // NTF,MR �... .. .��. __j %<I tx PRIZIME YD SETBMK ,.--% LOAM(OU < D .... -�:- -P cfq.5,± . ..1., .. .4t: OST 8 HYPRO-ACTION (0,s4,)- - ---- 5 SEPTIC TANK,I "STA, -1--4. , E UP. // -// -// .I f',�:1, MA -!:� I �x Pr ELEV.I IA' BLW ORD BED LE49M 15 MAL To LATERAL LENGTH. EAC44 34'W 61EOMAT SHALL 14AVE I"Pvc. P-4 - v- �) (N ... ----- ..�-,,- . - - U.P. Lu �, .........�-- 10-11 :: .- 0, // ISREA51!TRAP 1. ! . .LIL NoJ4A . .i AtLF // -// 1.4 1 .§!. PROP SMITARY PIPE AA OWTS %, I SCHEDULE 40 PIPE,ORAFICE 0 I--O-ON GERTM ORIFICE HOLES TO BE DRILLED AT 6 () 0 0 C) . . . . . , 8� r - - --i . ... . .. . . . 4 ., A --7 EX. - �14 - I 0-1': 59 IF/ BR"SILTY OMOCK AM MW WITH 60RATRIX ORIFICE 51-10-0. 4 z � tw t� 1, N OR MANHOLE =b'-O' . 100?1.W.4.. , . -. . . )f7 44 �� N ::CS,.-. PRIVATE SAND(5M) 40 DISTAL HEAD PE5516N PW-ARE Of:FIVE FOOT PER DISTAL HEAD. ONE DISTAL .,�� < Z I A . : . . . . . �' � -- - - : -- .< WELL ------ EILOWERAIRLINE —A—A , HEAD 0 (N T.SWIMMING POOL =W-O' - . -N W30 . d ' . . ' 'E-OEX-P—AVEW = .kn : ELEV.IR I I . . . I DEMOLISHED oBirzT 0% --- BU4 FAU ' . . - , - - MONITORIN6 FORT SHALL M IN5TALLED AT THE END OF EACH TFZM. U.DECK/RAMP- 5'-O' 14 . . 4 % I � .. . z . , _Nr IK� I I : IN5VE —E—r: . . . . . . . ., . - � . ... 100. . . C) 51 EW(,NTRL RL ELEG LINE a Lu � . . -'. 'wl.. , . 0 is , .. 17 DILL]-ING %Z cn -V (3 �j � . 14. . . . . MANIFOLD AM TRANSPORT PIPING: . *1 - (Z) , M .,i�I PROP STOW DRAINAGE PIPE —9v —9D — . .� . . . 4 4� . IT N . ;Z: 0 r . . .• . . a I�y � USE 10"DIAMETER PVC,SCHEDULE 40 PIPING TRANSPORT MANIFOLD PIPE SHALL BE SLOPED > E i,j) �) . .. . .. '. . .: - %>�:.. PROPOSED WATER SERVICE — K --3 CORTINI.IOUSLY BACK TOWARDS M-P STATION FOR DRAINAGE BETWIN cyam WEEP LL . ;1 I . I. I c I -j �:.::ilb.:. GEomAT LATERAL m EEEEE �� In n DWELLING . .. 0 uj WATER a HOLES TO 13E DRILLED IN RW STATION PI5C,HAR9E ASSEMBLY 4� < LL P'NE NECK ROAD 0 W/ t.� .-t - (14 cj ----------_ /--�UBLK'�HATER ..i .. EXPANSION , L Lf) kn �, I�-w : ..I" EXISTING HATER MAIN —ki— L�E E E�-1 1tr ELK 5.45 PALE 5R" ks) PUBLIC,HATER IN STIR -< ;. I I -� 2 46 ---4------, 0 I. .*:- 065 HELU FINE To - I . ... : Z� I C) il'o LL , . ..- EXfSTIN9OVERW.ADI.1T1L11YLDIE: -// -" - FINISHED FLOOR ELEVATION FF = -^,��- COURSE SAND 6 FU51-16 WATER ;;�41 1 .:,"::, — (3 DWELLING , *, �11 k 1 .. i.: P1.4 -�..; EXISTING SITE PLAN - I ...:: I EXISTING U16 BLEGIRIW15CIM"CATION GARAGE FLOOR ELEVATION 6f:= (54 ?4 - z L6 . . .. I -1. 0 �- M �- . -- I / "..`:":- k I SERVI615 LINES: —E—E — REDIRECTED C;ONTaR ........... 0 < . I—, DEMOLITION I : l` 6......--* HATER 0 9JEJECT mZ0F1E-g1yaqzzfm)�, k! �.,.. ELEV. 1.01 �) . . . --7 c� X .. t:.�. I IST HOLE -0� mffmumnymz (0-, EXISTING,6Owm -� - --� 10.41 p-.1- . I I 0 FASTIN6 ABOVE CRaW LIMP PROPANE TAWS EX16M ON rrIS SITE,NO NOW Ex.P4 R FD4 I �--1%11�'.. ,I 6 - I I (`TESTFIOLI� BLA 6Ru �1) 1- '.... . PROPOSED CONTOUR: --^---/--^.-,N-^-A-��1--�A-A, . STOW DRAINAGE SYSTEM: 5 w 1�b EX.P(R FEN �' -I' . --�� --- I r �i , � � 2E.r .05 ..1- E,I� in,j i�! Ij, EXISTINS, HATER IN PALE I T. - 2 EXIST ON THIS SITE. NO PROPOSED DRAINAGE I � - - - No PRAINMESTRZT1,112 - - EX. - ..- . I BROHN FINE TO .. COMPONENT WILL BE PLACED HTHIN ICY OF PROPOSED SANITARY STRIZT1,1RES KTR MTR ...::-,� - 4,- / // -// - -....% SPOT ELEVATION xb.0 5 N . . --- SITE PLAN - PAGE: 30 0 50 60 .U/p-�22 // . :'** w'-POST - caxz_cz SAM GRAPHIC SCALE ill= 301-01 .. L . .• ..LIL No.14A - :�t..1..1�,)�:N. 6, - -I bcu.p. 1, %� I . . I . .- .. .. ... "I'L 0)( --A--*--// - PROPOSED IT �1 1 1 . : :-.1�. 1,� I . i - I 5M M A RY ff.SM: . .. .. . . � I . SPOT ELEVATION (j�� ELEV.-5.11 (54 BLA 6RD I -1 - . . . . ' . 4 EX WP21-7 PROPOSED WORK . . —, EX1617IN6 SANITARY SYSTEM SHALL 13E ABANDONED BY REMOVAL PER%VHS REMR15,1ENTS. A . ... ,, .A-. . 1001t.w.4 , , , � � � . I - .N �5030 4 . . . -EA-EX P�NT � i I . 4 14 ,. � . ". . A .,.. : ,*: I 00.()Of*. ... . . .. . .. . I . I .- I - - - I � ** NOTE TO ** . :.,A .I '. .A I 44, 4 . . I BY: Md)ONALD 6EO56ME . - CONTRACTOR . . . .A' 4 . =171 ----- DUG,ON O"8-2022 . � ... .. . I I :� 1. 41 . w ,- � ;� I EROSION CONTROL LEGEND: - I - I . ALL C-ONSTRZTION FOR THE PROPOSED 21d STORY ADDITION WILL TAKE PLACE WITHIN THE . . . , 177M -�--- 'IT . . ------1.i;.,.l- SILT fMW-,E 13AMER HIGHEST E, 56TED,GRaMHATER MR, spi il�- 36 15 0 30 bO TESTHOLE=EL 10 Ll- " " .LF-1.3 R-' -- " , f., I , �, 1� , , I � 1-ii I ,I'll, X V * I ,." k .. "' mss , "' , , I- , , I 1� I N, I 11 I I- 11 *.11, � 1 2� , ", , 1`1 * ? � � Ic/11 � A !ts, � I - t" ;�"�- �j �1 Aw!f " # - I, , i 1" z k�s � �— 'f, I I / 0 MTIN6 FOOTPRINT OF THE HOME AND WILL Wr REQUIRE ANY PARTIAL VD,OUTION, PINE NECK ROAD ill = 301 - ^ I REGON5TRr.,TIOK OR EXTERIOR ALTERATION OF THE EXISTING,FIRST FLOGIR m -----------___ PUBLIC H,ATER IN 5TREET 6RAPHIc', 5,1',ALE -,On I SM"SP2 4 SM FOR SAX STRICT./Ca-Fo"T DETAILS CLOSEST L665 WELL=EL 5.43' 1 9GONS APPROVAL 6M: I (HIGHEST RECORDED) of 4 � - - - � 111111_ RW/GOMPREEGER POWER URaAT NEW 20 AMP,(POLE BREAM DEDICATED I"ROM UTILITY 6 6 I I TO HYDRO-ACTION GONTRO_PALL �� www.dignetnycli.com O O ° o 12D VOLT,I�58Z1(IGE TO HYDRO-ACTION INCOMING.`iB�V �` MI � Pl N P1 N Pt N C1 N 1 2 3 4 5 6 ;b � or � ••__•• _•__ CONTROL PANE- (DETERMINED 10 Y01?K CITY www.ca11811.com PUMP RATIN65: (2 46,06 M I"PVG PIPE) BY OnIER5) &�GNG PIJn (for other states) LI LI Q SP1 PUMP Y 3/.Hp 0 115\/ 15D FLA. � �� AK-080917-1 IN N N MOTOR s W x W m w LL 9 °"°°` a 14x12 R(DRO-ACTION HYDRO-ACTION UTILITY v 800-272-4480 1 811 s ® O ® INSIDE LID VIEW Q GB2 GSR 6 LOOPr III V ; j o. ON o" ax ON ❑ °O NOTE: ENCLOSURE HINGE TO THE RIGHT ELECTRICAL CAR= 'S ~ 1 p AERATOR I/A OWT5 MAIN BUILDING SERVICE q � � R � By law,excavators and contractors working in For safety reasons,homeowners are strongly �rr CONTROL PANEL PANE. REGIRG r o a a a the five boroughs of New York City and Nassau encouraged to call as well when tannin an y MSP P �� , a o o x p 3 ; I Q •,• • �» 12"w x 14h and Suffolk Counties on Lon Island must g planning y " u s 3 9 type of digging on their property. J WETT MOTOR 3/4HP 0 115Y 15A FLA. v x w o o = = I contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at X Q (excluding weekends and legal holidays)prior national call before you dig number.For N y Osi �� y c®4 c� 48 hours but no more than 10 working days 1-800-272A480 or by calling 811,the II� CONNECTION DIAGRAM I I. EURIIEED EL1:GTPXA POWER C.ONDUIT5 5HALL mE�X{�N1D�R to anon o any mechanized digging or excavation work completed on personal Chi M3 ® ® ® ® p:WlIR/ROD excavation work to ensure underground lines property,it is the contractor's ~ BE A T4NIMUM OF 24 INCHES BELOYJ GRADE. X ( �� REQUIRED TORCIIE FOR TERMINAL BLOCK SCREWS IS 18 In are marked.Excavators and contractors can responsibility--NOT the homeowner's--to 2.ALL ELECTRICAL kM TO BE PB�ORMED IN also submit locate requests online,through contact DigNet.Having utility lines marked N RHP PUMP RATIN635, ACCORDANCE WITH NEG. ® — ITIC.If you do not currently use ITIC,please prior to digging is free of charge. IrBiT � MOTOR 3/4HP 0 1 15 15.0 FLA. '� ¢ 0 call 1-800-524-7603 for more information. - o o � oM ELECTRICAL ONE-LINE DIAGRAM PROVIDE ' •+uHELs ON OUTSIDE OF UD 20 AMP BR{J1I:VG IN MAIN Cg¢ III V rt ns ua ;: 3�DfUAW ,, 4 N62n0.ABSI7,; ti �+ ELSGTWGAL PANEL IN �___�___-- =----6--- =-_aa=_a=� :NONE PROPOSED BUILDING FOR �-0��, � � �_ PROPOSED I/A N6 GI COMP COMP.RATIN65: o n' MOTOR 1/4HP 0 115V 5.4 FLA o E� 0 0 0 ` CONTROL PANEL REQUIREMENTS: HYDRO-ACTION wHlr _ ;1 a o Ck lie I.VT E CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE PEDESTAL WITHIN AN800 BUOYANCY CALCULATION: o NOTE: ALL MOTORS MUST HANE INTERNAL OVERLOAD PROTECTION. ® {j4 �1 � THE SYSTEM THAT IT SERVES.GNTRL GNTR AND BLOWER SHALL HE MOUNTED 35 BUOYANT FORGE IS RESULT OF AIR VOLUME WITHIN CONTAINERS FULLY o~ PIN PIN P1 N CI N 1 2 3 4 5 6 I RIND( Kl,Rmf /III�tpui �"SRC ORmaµO ABV FINISHED 6RADE"W OR ABOVE BFE PLUS 2A'F�OARD,WHICHEVER 15 HI6H8=R n SEE'H'FRAME DETAIL ON DWG SP3. IMMERSED IN WATER ELULRI-QI RED/WH 2.EXTERIOR PANEL Off4A 4X SPEGIFICAMONS)PL.AGEMENT ENABLES THE SYSTEM TO BE Ir SERNIGED AT ANY TIME,ELIMINATING THE NEED TO AGGE55 THE INSIDE OF 1}E BULDIN6. BUOYANT FORGE: N II LWT PINK" 3..THE CONDUIT ON UIT MUST TR RAVE PANELAPPROPRIATE SEALS ION TO PREVENT GASES AND MOISTURE FROM T FORGE _ = LE6 PINKMW � � 4.SYSTEM SHALL BE Et>IUIPPEl WITH A RJNGTIONIN6 WARNING SYSTEM WHICH WILL AN800 PRE-TANK BUOYANT PONENT NFORCE 1054 LBS A RECIRC:ENING ACTIVATE AWIE E AND VISUAL ALARMS THAT CAN BE READILY 5EEN AND HEARD BY ANDOO TREATMENT TANK BUOYANT FORGE = 3234 LB5 THE OGUIPAJITS OF THE BUILDING SERVED. TOTAL BUOYANT FORGE = 15,228 LB5 Fy a I� LRI�?3 YBi M3 {T O O ° ° 5.PRE55MIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH MEANS OF CONNECTING A =-� - - PORTABLE 6ENERATOR TO OPERATE THE SYSTEM DURIN6 A POWER OiTA6E. ANTI-BUOYANT FORGE: YELJWH 6 MX92 RUPWIN6 HELICAL PILE ANTI BUOYANT FORGE = 16,000 LBS BLURI Y�fl TOOTTALIIANTIJBUOYANT FORGE = 32,000 LB5 BLU LRI�4 C� 17 IRED 6 PLG It�uT 1 eR°wti F REa Y UJ ANTI BUOYANT FORGE, BW A5-I PINK 5B l 8 3 FETY FACTOR EXIST.6ARA6E EXCEEDS o LENISTH OF ANCHOR SHALL BE A APFROX. O 15 BLW EW M b RSD RUN Phi TO , GRD OR 44ATEVER 15 NEGE55ARY TO ACHIEVE 10 KIP ULTIMATE OR6 BERN o�� ROVIPE HALF BATF MAEIm Nnn;;nnnml 6.FLJ3.0 1f8.4 HIM 11°0' (ON SLAB) EXI5TIN6 BW 0 TEST Q �'> RG I� fl? � O BOOM 6RADE AT BLD6 0 EL.1162' t9 O LA j A • PROP05M CLEAN OUT AT FACE OF EX 6ARA,6E RED BLK WH T . 8 SEE DETAIL,DKK SP2 (� _ u�nelq 2'0 PVG VENTPIPE CO �- �1 TO�'E x SEGMARt'5 4M Y LID OF MMGE TALL 13E PROVIDED. F•-� WN 2 1 PLG INPUT STAGK �1L TO REMAIN LEAGHING AREA) 817 AL. I w N OVERRIDE 4YEL" 12 . RE-TREA ENT T 1,648 GAL. �I m THfRMOPI A TIIII WEN W21XI-112 TG GW-SET OV T AT ACKIN6 Y L � � m —�3 PLG INPUT BE APPROVED FOR 5EHASE ISE 8 HAVE WT PROMOTION GSR TANK NITROG 6ARA6E , � � SKID PROOF, � r-•1 � � �0 =EL 14.37 4'4 SDR 35 XPOIRT PIPE, o W m x Bw ,I N WH A NK I4 PLL INPUT R K MODIFIED GARAGE TO ETU,t62.11 LIN.FT. EXISTINS GRADE OVER ETU 0 EL.1123' th2.SLOPE=Y,' 1 LIH" X Z !L TIME DOSE f1 TAN D PLL INPUT � 162.17'L6 xY4=1554"=130'MIN SLOPE BW .. SND PLG CNTRL PW W/ F_NNNI O HPI20 COMPRESSOR AND /� NATIVE POWER LINE AND M15G.CONNE6TION5 TO BE [� O SPRAY is PLG INPUT E OYE&TO E %TALLEV REMOTELY MODIFIED AS REQUIRED TO AGGOMMODATE ISI �D ___ . '� 1(> (5EE 5N FOR PROP.LOG) REMOTE LOCATION OF OP5 CONTROL GEM ) W yid A5 SHOWN ON 517E PLAN WI BI - -- _ ELECTRICAL SCHEMATIC DIAGRAM _ ��/\�,,,,,�,,,, N dJ \ I E.0 PT. NOTES: _-__---_--__ — PART OF ✓i/i FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. Q 2 PYG VENT LINE(TIE PROPOSED SANITARY SYS'TED HT . ��y'�� \\� z w m MAIN PANEL DISGOPWEGT MUST BE PROVIDED BY INSTALLER --- ---_ �t \ \\\\\ \\/�/ �- DASHED LINE5 U11"O BLD6 VENT STACK) cv / / / / / / REQUIRED TORGUE1FOR TERMINAL.BLOCK%RRHr5 IS 6 IN-LEIS. -- -- -- %�\%\\%\\%\\%\\% c�r1 RISER DIAGRAM ' ' ' ' ' 'IELD WIRING MUST BE A MINIMUM OF 60•G COPPER W{Rl:. P.T.]P'.•1['. .. \'\ ' �t T T • S!� J INSTALLATION 11 'III INNOVATIVE/ALTERNATIVE ON-SITE �! NATIVE' �i TANK � Iu REQUIREMENTS: I I WASTEWATER TREATMENT x' 715' ' �/� o ~ SOIL I.THE I/A OW[T5 TANK �\\\�/\�/\�/\// ~ LEVEL B IN�TALLEU AT SCALE: NONE SYSTEM ✓/\\�/\\�/\\�/i\�/i\�/i /i\\ �T70M CA.CHM EN19INEER: DIRECITIM(WITH A P.T. NSTALL POLYLOK \i\�j,\j/\ '�\\ 0.4 ., N� ,, �...•,._ In P/N PL-122 \'%\ / , BSD.PRE TAI :®EL 42' /�j/\// BA AERATION CHAMBER W MA)CIM IM TOLERANCE IN ]�I�Tl EATMEM EFR.UJENT FILTER, \,\ \\ ANY DIRECTION OF+/ TAS \\ \\ \% \\' \/' ONE QUARTER WA ON OF PP�EERRL TMGKBED TING LEVELED AND A.C. E45 - GOMPALTEi2 SAND __ ��®N CH�1 1ER SEE 'HYDROAGTION AN800 BWANGY1 GAL.G(AND DETAIL'ON 'O 2 STORY I X bt FL FTEPRi REHAIN PFAROGKS)OR DW'�SP2 FOR PROPO��ED METHOD TO COUNTER BIJO TANGY (11,txlD SFJ EX 2nd FL TO FOM (1858 SFJ 5A' b q' .�FIREY T.BUTLER,PJ_. PRDPO� FaOVER 85'MIN 125'MIN 83'MIN Y- Znd FL ADDITION ft HYDRO-ACTION WASTE WATER TREATMENT PLANT CONTRACTOR TO ACQUIRE= MAINTAM GRADE APPROXJMATELY 140 GUBIG YARDS S SOL DEFINED 6EOMAT TRENGHI'S a 340"WIDE x 16.43'LF EA 6EOMAT TIRMH ES 0 34.0"WIDE x 16AY L6 EA 5' LEACHING F F-�•I PROP.b BEDRMS MODEL NO. ?�NBOO A5 5P'OR 5W'PER ASTM STANDARDS U5B7 FOR THE fFL.H.016b'fNGJ BEYOND PROPOSED SCALE, NONE PROPOS D SANITARY SYSTEM INSTALLATION. / •�) O IF A RISER COVER k66+5 LE5511M 601%A LF��G �T�L lGE(I�AT� � in N°� N SECONDARY SAFETY LID OF DEVICE SIVU 13E PROVIDED. W/P PSB�T AffiI�,Y i� 2 ISiE"T DSTAL PORT(FORESRaw) (V PROVIDE COVEx 0 r LOCATED i BD OF LATSK(tYP) § }– / ~) O z o N PROPOSED GRADE EXISTING W�1 REC>YIIRED TO SET AT FINISH®GRADE USE: PROFO`'m `� 6 EL.1425'MAX m �A� THERMOPI.A5%OVEI;9-LOCKING,WATIRTIeW,IWfGT-PROOF,FLAT, OVE2 LFAGHIFL�FI6 D ' I ' Z (� GERMS AT D1�311N6 0 EL.t12A' •l3.13�Ti' I �; ;� ', OVEZ 11:MN6 FI Q Z ID Ex15TIN6 SKID PROOF,BE APPROVED FOR SEIV,6E USE 4 HAVE W PROTEC110H : EXISTING 2'4 PVC PROPOSED GLEAN OUT LOCATI3�AT GRAVEL DRIVEWAY WITH GRADE OVER I ` I / i I W d- H- m W VENT PIPE FACE OF EX.ROOFED OVER PORCH 0 BEL6IAN BLOGK CURBING EXISTING GRADE OVER ETU 0 EL 1123' LS O EL 1l3L' � I O CONFECT CO EX DNEILING,SEE DETAIL,DWS SP3 (BOTH SIDI=S OF DRIVE) B.O.'VIM TO HOUSE _ STACK X. Z O ;.;.;. >/ / / /"/\\/ \�\\ Y \�, ---- --- � � -------- ��r� -------- \ \ _ - 6EV.114' DKILoAit(o�o eIIISRD "C� O W O Q/ _C�Havu� / --- --- w -t z L p Ll \\\\ UN5UITABLE 501E \>\\ \\\\ \\\\ \,\� \\, ,�yj,� �y�y,�`i�` \y =H.1421'(TVP. r `�- _ O.INYO //�� TO REMAIN \// \/�\\.�\\/\�/\�\ \ \ \ �/� • \`�_ NATIVE -1 W W_ \ \ \\\�\\/\\/\\/\\i\�\�./\� i��,�i 171`1/ ! z- OF ALL LATBtN.� / / i /��/�ij O \i\i /moi /\iU ,�\�% \,�\ UNDISTUf�'BEDj'�— m EX DWB11N6 / / ,(NON LEACHING ARE{ / / / / / /�✓ / /�lr, '� F--( < Q V N =EL Orn' V 4��SDR 35 XI'ORT PIPE, NATIVE — //\\ /\\j/ /\y/ /\y/\\y/�\/\\/\\/\\/\\/� ,/\ Vft u�5o� �\ \\ ,BE11N 4.4 UNDI5TURBED /\�\/\r\�\�\%.\!�/j\/\/\< c� td s`� , , ��/,\ , 13RDW� Q O LIW311N6 TO EN,tAb33 LIN.FT. I I /`/`�/`�/`�/`�/`r/r/v/ �/ r. 1 OE1j(O .�',�j�j =a m ' BETHEEN /�\ LATERAL5�� - — �,, SILTY 501L /\/\/\/\/\l\ \/ /\/\/\/\/ i�ATPAEI 1501E RATFA£!P 501E `�N RATFJI3 E 501E i/`i/Y/Y/ RATf1�I E 501E PIN.SLOPE-Y4 /UN FT I I \\ \/\\/\\/\\/\\/�\/\\\j\\�\\/\\/\/(E.0 PT.�\ p 2 5HN1 rX Rl3� m.,TO �y 51W 1 BE t�iavID Tn SIW11�E RI3ABLE TL. 4 IrIA / / / / / / / / / / OE O AG. j\ \/\/\/\/\/ / / p IID�S�^.�ARGF. PUA� JBASII� 4 / NN`�\r :HALL BE RE 1011 TO 06361-6 xYs"=1158'= I I /\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ ,EL.q5'/ // I I �_ELQ4' /\\\\ \\\\ \\\\ \\\\ \\t c:" 1 ' ACCESS NON R,4TEAHLP SOIL, "' '�` AGU'�NON-RATEAaf SOI, AG X%NOHHRATEAM E SOL � AGG�X014-RA715ABLP SOIL, 4A' Q„� W � �L \/\/\ /` �'\/\/\/ /\/\/\/\/ SEE PROPOSED REINFOR ED qA T}- REI�,TN1A7 IN 1RBiGH=\ TH@L RE-INSTN1tU IN 1RBiGH Tf�l i�-pGT/J LEb IN MGH \ �\ _ O Ci V1 MIN SLOPE I I //\\//\\//\\//\\\`'/\\//\\//\\//\\/'\\''�\\�\\//\\�/\\//\\/\\// \/�\\��\/�\//\//\\/�\\/�\\'/\\//\\//\//\\/�\\�:EL.431' CONCRETE ANIT-FLOATATION _ _ , TFBI REiHSTN1ID M TRBY�FI- BL w GRD n I � %/i �i/ � ,' %`/i\ \/i\yi\/i\� ►- _ _ .. _ _ - _ _ .. _ aev.T.�' --- } — o \\j\\j\\j\\j\\ \j\j\\�\\j\ A.C. ETU TO L5, f\\'\`\\\\\\\\\\\\\/�.\w\ I DW6 Sm B O.TR@IC.H 0 Ei.~. , w A.TR@IC.H 011.7.4 ~r B O.TC.H A A.lRt3�GH 0 H l Q' -- OL LL_ - / / / �,/r }ll ) �� P.T.�� 8A8 LIN.FT.MIN. � `�\/`�`�`�`�� \ � \��\v\v�� .,� LL A»�T>i®t� �e�>E>� ��\\r\\��\��\`� \ \ \ � � � �\-� RI3~IOVE IJIEiUTABL£solLs Aw � Q � � SLOPE =Ya /LM FT >/ \� . _ �\\i\\i\,\y\\i\\i\\i\\�\ \\ \ \ \ \ \ \ \ \\ IN BOIL DffHD AS = .. TANK a o8 L 5 x Ya 1.0111/ / / / / / / / / // " //\/i\/i\/i\/i\/i/i/i�/ 5P OR 5Yi BY ASTM STAHDARDra L L \�\j\\j\\j\Yj\\j\\%�\\j• ,\\\ ` /\\/\/\\/\\/\\/\\/\/\\\~/\ /\/\\/\\/\\/\\� \\�� •��`/ HI&E-5T REGORDW — \/�\/\/.� UNDI5TURBH7 �// –004 MIN SLOPE ✓\/ \/\/\/\/\�'\�� \/\/\/\/\\j- hYRCAL of ALL L1�TBtAL� 0 \�/501L, ;\//� i/\\// /\\/!\\//i//i/moi/i//i//\\�/ /i�/i\�\\ _ \\ a I_58r sRa�rIDWATE�z o ELEv.5.45' O `—' Z IW-- (PER L666 WELL NO.516180J) PART OF ///\/ /i\ ;H161-I1SST RECORDED \//\//\///\//\//�//\ , ®_ 31 tY� z LQ PROPOSED SANITARY SYS. RISER DIAGRAM \y' '%'%\�� %\ �6ROUhlnHVATEROELI'�/•5.43' �, ,;�,;\� — — — N =Q O Q USES WELL NO.51b780.Us/jy/\i/\i \j/\/\//\� BA. INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT \/�/\/\ PRESSURIZED SYSTEM '� � z �W �� TREATMENT v TEST HOLE W PAGE: SM VROPOSED E OYANGY A NC4-IORING'NOTE(SITE PLAN)AND (� 5EE'Ht'DROAGTION AN000 EIIOYANGY GALL AND DETAIL'ON BY: M6DONALD 6EO5GIEWE DW6 51`2 FOR PROPOSED METHOD TO COUNTER BUOYANCY DUG ON 06-08-2022 H16HE5T EXPECTED 6ROLWMTER WATER IN PALE _ PER TESTHO_E=EL IA' EIR"FINE TO aD5F5T U565 W61=EL.5.43' COARSE SAND SP2 (HIGHEST REGORDE12) n, B.EY.�.I' BLW GRD - ---- --- of 4 Key NOTE! THE VALVE SHOULD BE THE HIGH POW WAS www.dignetnycli.com Control Panel I firing Diagram Vl_ ) Factory wire M .� I�► SHOULD DRAIN BAG*TO THE PUMP TANK AND TO of NEW YORK CITY www.calol811.com ((�� .Field Wire 6EOMAT TO PREVENT'F1�ffZIN6. Tg &LONG ISLAND (for other states) Model VCOM-Sl RO =Alternate Field Wire g14AIftWAYAV[NUE A .AudmUoht ,15 VAC 800-272-4480 811 AL .A dio Light W419.9 12 OREGON 5G�0 PVC, NOTE: PLACE DISTAL PORT AS =Contr Controls e8wrea 97473X12 Q O CCB.rusero1s Circuit Breaker ASSEMBLY AT END OF MAINFOLD By law,excavators and contractors working in For safety reasons,homeowners are strongly � Options' = DF =Fuse.124VACItA TELEPHONE: =Motor Contactor the five boroughs e PRL i M (HUI W9843 FOR RIMN6 A G PCB.pump Circuit Breaker 5GH40 PVC PIPE of New York City and Nassau encouraged to call as well when planning any + k X2 X1 f PSA.Phone Line Surge Arrester 1541)439"4449 and Suffolk Counties on Long Island must a of digging on their property. - ` ` � FLOW 6e0Mat LATERAL � EYP 99 9 P P Y� ... .............................................., pgq •---------- PSC=Power Supply Cord(24VDC) WEBSFrE. contact DigNet,1-800-272 4480 or 811,at least Homeowners can contact us direct) at q AL RTU.ATRTU-104 Controller y X Q X1 R X2 A2 M Al TL www.orenco,com O (excluding weekends and legal holidays)prior national call before you dig number.For Q j 48 hours but no more than 10 working days 1-800-272-4480 orb calling 811,the .Terminal Link PLAN Y I�� to beginning any mechanized digging or excavation work completed on personal TR =Transformer 120-36118VAC 5EP11G TANK AND/OR • 'OptionsI PRETREATMENT SYS""TRAt�iPORT PIPE excavation work to ensure underground lines property,it is the contractor's t T PLAN YI1�! are marked.Excavators and contractors can responsibility-NOT the homeowner's--to frl0 PET2f"�RATIOI� also submit locate requests online,through contact DigNet.Having utility lines marked AUTO HT .Heater �� TO ]TIC.If you do not currently use ITIC,please prior to digging is free of charge. 0 t lMANd PL =Power Light 561-140 G Ln CA. call 1-800-524-7603 for more information. PRL.Pump Run Light MANIFOLD PIPE 1 3 004 1X33 002 DO, COM TB2 SA .Surge Arrester C] ❑ a 2 5 BUILDING cLEANarr� DIVERT RUNOFF I, ; L Remote Alarm Connections Ig DISTAL HEAD PORT I i ' RTU 1 1► Q Q F'UN�'STATION PLASTIC RISER W/ GEOMAT 6EN RAL NOTES AND REQUIREMENTS GONTWED: I ,� ® �i2 D13 � D15 .L�_8)_ 17 Dl8 R T RET 4VD TB1 �� GRADE TO DIVERT WATERTtIrJHT GAP TR 9 ,0 11 12 13 14 15 18 17 18 (8) O ® Orenoo ModelRUNOFF BASIC VE516N PARAMETIEP6 R AHw or equiv. THREADED ADAPTER DESIGN SOFTWARE FOR LA « jL `"°'" "•" PUMP,LATERAL LINE,TRANSPORT PIPE,MANIFOLD,ORIFICE SIZE AND ADDITIONAL 4 DISTRIBUTION PIPE NaWHEAD LO%E5 15 AVAILABLE BY EMAILING REQUEST TO INFO®GEOMATRIXSY5TEM5.GOM, 1a 13 durI2 alarm conditions.signal is present I 5GH40 PVC,GATE VALVE BASED ON THE 5Y51EM DESIGN A SERIES OF ORIFICE HOLES ARE DRILLED 170WNWARD(SIX O'CLOCK O m + j0pti�n7ox I dud alarmPLA5TIG RI5M VI/ POSITION)AND SPACED AGGORDING TO THE DOSING REQUIREMENTS OF THE 5Y51ET1.DURING n O S PSC , TerminalBlock Types WATERT16HT GAP C�OM�T-TYP I GSL LAYOUT 5GH4o PYG PIPE FROM CON5TRUGTION/FABRIGATION OF THE P15TRIBUTION LATERAL A NEW/5HARP DRILL BIT SHOULD BE U5EDtFor VCOM-S RO PR5RE FIELD \ice \ \�� \ TO A55URE AS SMOOTH ANI ORIFICE AS,P0551BLE.ALL DRILL SHAVINGS,AND BURR5 MUST BE operation description, sCH4o I 5GH40 PVG PRE55URE PRE55URIZED 5Y5TM i\\\\\�\\ i\\��\i REMOVED FROM THE PIPING WITH A 5LUG AND/OR BRUSH.6EOMATRIX 6EOGUAR0t ORIFICE SHIELDS S ------ ❑ ❑ see drawing no. PVC,GATE VALVE \\��\\\ ��\\\� • LATERAL�TO \� i \\moi \ MUST 1�INSTALLED OVER THE ORIFICE HOLES AND GLUED IN PLACE WITH PVC,PRIMER AND GLUE. Standard Surge ELN-CP \\ /\i \i\ 6EOMAT DETAILS) i \ / �\\\�\�\\\ 5CAME 40 PVG OR SWEEP ELBOW5 OR TWO 45 DEGREE ELBOWS(ALSO GALLED TURN UPS)SHALL BE TEE _ \\\��\\\moi ATTACHED TO THE D15TAL END OF EACH GEOMAT DISTRIBUTION LATERAL TO FACILITATE SETTING AND i PMANIFOLD i \\\i \\\ MEA5URIN6 DISTAL HEAD,MAINTENANCE AND INSPECTION.A STANDARD NINETY ELBOW SHOULD NOT BE s L1 12 I USED BECAUSE IT ALL INTERFERE WITH MAINTENANCE ACTIVITIES.THE OPEN END(UPWARD END)OF THE 16— M M Power Wiring Options \\\\\�\�\\�\� \�\ TURN UP NEEDS TO BE CLOSED OFF WITH EITHER A BALL VALVE OR THREADED PLUS OR GAP.THESE PRESSURE PIPE T, T2 ` `: ; '; oro,a,d Two Circuits One Cir i \\��\\i��\\i�_\\\\�� TURN UP5&50 5E7VE AS,P15TAL HEAD PORT5 FOR MEA5URIN6 AND 5ETTING 1215TAL HEAD ON THE Tem+lnat ;� � TL ;oce vcn • Q \\\\\\%\\\\\\%\\\\j/�\\�: Strip D 0 � E9 1-=i 4 5 6 a N v1 1oA zaA O O SGH40 PVC PIPE XV\)Y _ \ �i\\\' \\\'� TRENCH SPACING AND MAXIMUM LENGTH 6EOMAT LATERALS �/ /' THE MINIMUM TRENCH SPAGIN6 SHALL BE TWO FEET EDGE-TO-EDGE UNLESS APPROVED BY 6EOMATRIX SA--• : ? r H on " rr "'\ AND SUFFOLK COUNTY DEPARTMENT OF HEALTH. g g . - ; bptt-- i ( 7 :;" 0 Qs 5�GT1 ON / M VARY P T,SHOULD NOT EXCEED FIFTY FEET.ACTUAL LENGTHS WILL For float Arran ement die rant, ""-"""-' .., .__._._..:: 6RAtDcclVmPO tSRADECOVER TO T MAXIMUM LATERAL LENGTH,WITHOUT A SUPPLY V BETWEEN DESIGNS AND ARE AGGEPfABLE AS,LONG AS,THE MINIMUM TWO FEET OF DISTAL HEAD Phone see drawing no, ; t ", F' PROP05ED/EXI5TIN6 6RADE I 15 PRESENT,DE516N MANUAL FOR 6EOMAT PRE55URIZEP E ALLOW DRAIN FIELD APPLICATIONS- Line 'ED1N-FA-S-34". Controls Pump Controls Pump Ground 1 s SUFFOLK COUNTY,WA YORK PAGE 4 OF 15 In Neutral Neutral 1-1 1-1 ; t ;F{-,OW EGIUALIZATiON PROCEDURE- CLEAN=��= Dlstr•IbAlon Pipe i ' 1. INSTALL CLEAR PIPE TO ADAPfBL pM FPIEl DR SHALL BE A MINIMUM OF b.UNIFORM if DEPTH OVER THE DRAIN FIELD RESULTS Telephone Line Connection From Main Power Panel Cbl c i G) H 2. OPEN ALL VALVES EQUALIZATION AND DISTAL " 115 VAC,1 Phase,64 Hz. 3 ; o o Transport Pipe HEAD PORT `' 3. TURN ON PUMP AND NOTE ELEVATION /THROTTLE IN GON515TENT OXYGEN TRANSFER TO THE ENTIRE SYSTEM. THE FINAL BRAD£OVER AND AROUND THE Main disconnect o 'o C •? � IN VALVE BOX Or Ice 5hfel / DRAIN FIELD SHOULD DIRECT STORM WATER SHEET FLOW AWAY FROM DRAIN FIELD.WREN c provided by others. a NEL-----► r. a QE}A�IN EACH PIPE, VALVE IN BACKFILLING THE SYSTEM,CONSTRUCTION STAPLES CAN BE UTILIZED TO HOLD DOWN PIPING 0 Cr R COMPONENTS AND MAT,BUT THF(SHOW?NOT PENETRATE THE TOP FABRIC. CARE SHOULD BE 115 VAC Pump,Hp. w a Use one wire nut to connect the pump 4. EQUALIZE HEIGHT FOR EACH WITH BOX Fzlka-le 1 Phase 160 Hz. � and controls circuit breakers together Orenoo Model m with the incomingLt s GATE VALVE AT START OF LATERAL. Connect phone Brte to ATRTU-1( power tine.use � r�--- / EXL9RGI5ED TO KEEP A MINIMUM OF b"OF DOVER MATERIAL OVER THE 5Y51T=M BEFORE OPERATION another wire nut to connect the pump 5. AFTER EXALIZATI(A TURN OFF RW OF LOW GROUND PRESSURE EQUIPMENT. EXCAVATION EQUIPMENT SHOULD NOT EXCEED 10 PSI. RJA 1 jack on phone line NOTE:Motors must have Factory default and controls neutral blocks together O O O surge arrestor/DSL fliter, internal overload protection wire as shown. with the incoming neutral line. AND RDOVE PIPES. OL05E VALVES / -�� TURNING EXLAVATION EQUIPMENT ON TOP OF THE GEOMAT SHOULD BE AVOIDED.TAKE CARE TO NOT AND REINSTALL GAPS. ,/ OPERATE EXCAVATION EQUIPMENT IN THE SAME LOCATION AS THIS CAN COMPACT TH15 REGION EDW-WD-5.148 / RELAVVE TO OTHER AREAS. m Rev.9.0 C 11121(18 THE AREA DIRECTLY ABOVE AND ADAGENT TO ANY SEPTIC DRAIN FIELD SHOULD BE PROTEGTED FROM GEOMATRIX 5Y5TEM5,LLC HEAVY VEHICLE TRAFFIC AND EXGE55 WEIGHT LOAD5 BEFORE,DURING AND P05T CONSTRUCTION. Q 114 MILL ROGK ROAD EAST ` 6'MIN THI515 E5PE6IALLY IMPORTANT WHEN USING 6EOMAT. 6EOMAT 5Y5TE1-t5 ARE LOCATED CLOSE TO OLDTHE GROUND SURFACE AND THEREFORE SUSCEPTIBLE TO DAMAGE AFTER CONSTRUCTION 860 5A-0-00 C,GT 064-15 ON AL NEW C�M)CTIO!v IT 15 RECOMMENDED THAT THE PROP05ED DRAIN FIELD LOCATION BE 860-510-0130-PhIOf� STAKED AND FLA56EU/FEN4 E TO PREVENT ENGROAGHMENT DURING HOME CONSTRUCTION. IF w (v VGOM CONTROL PANEL, It 6> ';TRI GSM C EOMAT LEAGH I NC- SYSTEM PRESSURIZED �'�6 RD�R5 RAILROAD ��°OR PROBLEM SHOULD BEGTION,SOME USED TO PROTECT THS£' # ¢ MODEL YGOM-`�I RD DRAINFIELD AREA. THE DRAIN FIELD AREA SHOULD BE FREE OF DEBRIS AND PLANTED WITH 6RA55- h-�1 m .: .f (5£T=WIRING DIA, ,,: �< ,: . .; � • ..,, - ,`, <�,. ,�� ;'' %< ,' � ` Longitudinal Gross Sect ion IMPERMEABLE MATERIALS AND STRUCTURES SHOULD NOT BE INSTALLED OR STORED OVER THE DRAIN WNWSE-OMATRIk5Y51T�i.GOM • THIS DYJ6) Typ IcaFIELD TREES AND SHRUBS SHOULD BE KEPT A MINIMUM DISTANCE OF TEN(10)FEET FROM THE DRAIN SGAL.Et NONE FIELD UNLESS A ROOT BARRIER 15 UTILIZED. ROOTS FROM NEARBY MOISTURE LOVING TREES SUGH A5 X SmSeries o WILLOK BLACK LOCUST ANt2 RED MAPLE MAY CAUSE PROBLEMS WITH ROOTS CLOGGING DRAIN FIELD W x < LATERAL ORIFICES. GREATER SETBACK D15TANGE5 ARE RECOMMENDED FOR THESE TREE SPECIES � x LW Z LL (2) 2x8 x (LENGTH TO SUIT) AGQ WITHOUT 05E OF A ROOT BARRIER, U5E (b))5'0 5.5. LA6 BOLT W/ MAINTENANGE REQUIREMENTS HORIZONTAL GROSS MEMBER 5AND FILTER AND I/A OWTS EFFLUENT 15 LOW IN BOD AND T55,HOWEVER,OVERTIME,BIO SOLIDS OR � Q Applications General ss. wAsI+ET�® HEAD � FROP05ED /EXI5TIN6 6RADE M?IGAL) (TYP a EA P05T) SLIME CAN ACCUMULATE IN 6EOMAT LATERAL PIPES AND ORIFICES AND CREATE UINEVEN WASTEWATER M < � Orenc68 S-Series Simplex Control Panels control single pumps in Orencoll S-Series Simplex Control Panels are electromechanical �UIIlllitlllllttlliiillllt:tIIIIHIutllUlllllllttllN P15MBUTION ALONG THE LATERAL. TO UNCLOG THE ORIFIGE5 LOCATE THE P15TAIL PORT VALVE effluent sewer(STEP)systems,onsite septic systems,and for pump panels for controlling single pumps.Standard features include an BOXE5 AND OPEN THE TURN UPS ON THE END OF EACH LATERAL LINE. MANUALLY ENGAGE THE PUMP (U 2x ACG TIMBER SHELF x EN LIFT STA TO PURGE ANY L005E SOLIDS. ONCE ALL NOTICEABLE SOLIDS ARE DESIGN MANUAL FOR GEOMAT 11 LL1 d) control into conventional gravity sewer systems. Automatic/Off/Manual(Auto/Off/Man)toggle switch,controls Circuit N :T DEPTH TO ACCOMMODATE BLOWER F�GTRIGAL ELECTRICAL PRE55URIZED SHALLOW DRAIN FIELD APPLICATIONS-SUFFOLK COUNTY NEW YORK:-PAGE 10 OF 15 breaker,pump circuit breaker,automatic motor control operation,and 1t J 12" DEEP Hygro5eopir, Membrane .:. (1) 2x4 AGO BACK BOARD GNTL RL GNTL PNL an audible/visible high water level alarm With auto reset.Specifications tt ;> LENGTH TO 5UIT 'H' FRAME 12'W X 1411 PURGED,SHUT OFF THE PUMP. A BOTTLE BRUSH(OF THE SAME SIZE OF THE LATERAL PIPE)ATTACHED TO N for standard and optional features are listed on page 2. SANDY LAA �" A SMALL PLUMBERS SNAKE 15 THEN PUSHED DOWN EACH INE WITH THE 130TT1E BRUSH w _ r. ;- ; : PROVIDE SPECIFIED Ofd( '.00LB REMOVED,MANUALLY EN6A6E THE PUMP AGAIN TO FLUSH GUT ANY L005E 501-105 IN THE LATERAL �/ All S-Serles control panels have a 120 VAC controls circuit "PROVIDE ORIFICE 5HI _f 12;MANUF. LINE. TO INCREASE THE FLU5HIN6 ACTION AND VELOCITY,BEFORE AND AFTER BOTTLE$RUSHING, F•-1--1 • � ` ,�,.��.� � �� =�.f`t ""'�` * - breaker,S1 panels have a 120 VAC pump circuit breaker, - - OPEN ONLY ONE EQUALIZATION VALVE AT A TIME. ALTERNATIVELY,A SMALL ETTiER MAY BE L15ED TO p p ecifl o REMOVE ANY ACCUMULATED 50LID5. while S2 panels have a 240 VAC um circuit breaker. ` ='_' r�TT p pump - IT 15 RECOMMENDED THAT TYPICALLY THE LATERAL LINES OF THE DRAIN FIELD BE 5ERv1GED ANNUALLY. F-+-� ---I ed Orifice 6eoaard Orlflce Shl lt�5; BEING USED IN GON IINGTION WITH A PRESSURE FILTER IT MAY BE POSSIBLE TO EXTEND IBIS t r ° All S-Series panels can be used with both mechanical and ® }LI • • FREQUENCY. AN INDICATION OF ORIFIGE GLO661N6 15 DISTAL HEAD PRESSURE ING;REA51N6 BMOREt— .. rH '.;: •. i., ,. €,..^_::'•" Y mercury float switches, r y .,I Native 5oll and/o ;: :':_::;'. • • RUN TIME5 INCREASE BY GREATER THAN 20%RELATIVE TO NUMBER OF DO5E5. THAN 20%OR PUMP * eclfled FIII '' = L THE SEPTIC TANK AND TREATMENT SYSTEM SHOULD BE PUMPED,MAINTAINED AND OPERATED Listed per UL-508 and cUL-508;CE-listed versions of S-Series rr STAINLESS STEEL ANGLE FOR ACCORDING TO THE REGBJIREMENTS OF THE MANUFACTURER AND APPLICABLE REGULATORY ENGINEER: panels are available. t ;•:. p PROPOSED 2x SHELF SUPPORT - ' AGENCY. I THE GOhC11a0L PANEL BOX I � . . Transmissive Gore :' -' "`` RFC r s't-. �� I Al Qrerrco S Serres Simplex Control Pane!(ST ETNICT shcvrn) "' o " ON A SUITABLE PEDr�TAL SEPTIC DO S AND DON TS, �a •:,- 4x4x8'L6 AGQ TIMBER POST MST BE PLACED OI1P51DE -OMMEhLi�ATIONS TO THE HOME O i=�Z: � \��• r .�-`',,, MINIMUM COYER 36BELOW GRADE -c :..: . Wil VIEK OF THE SY57EM — \� - IMG D S ASE IN POURED .., GONG � RI=TE IN 12 z THAT — IT 5132VE,.GNTRL r- } GONSER WA •I YE LER TO REDUCE THE M -n AMOUNT OF WASTEWATER THAT MUST F � BE TREATED D AN DISPOSED DA I I METER 50 NOTUBE. G � r 39 WIDE MAT •_ _ ('TYPI AL) PNlS AND BL0NB2 SHALL a I REPAIR ANY LEAKING FMGETS AND TOILETS 3q. BE PIOI�tTED 35'ABI( 1Yj ONLY DISCHARGE BIODEGRADABLE FINISHED GRAD)_(HIW OR RESTRICT GARBAGE DISPOSAL USE Materials of Construction 35B'x1211 REINFOR F- 6ROUND WATER V6EOMAT GORE ABOVE D,wH 15 wA5TE5 INTO SYSTEM Component Material PL.DEADMAN W/ 1.0" DEEP x 39.0"WIDE HI6F[R DIVERT DOWNSPOUTS AND OTHER SURFACE WATER AWAY FROM YOUR DRAINFIPID o O�'..,G3 LIFTING RINGS SEE 51TE PLAN FGR LATERAL KEEP YOUR SEPTIC TANK COVER ACGES51BLE FOR TANK IN5PEGTION5 AND PUMPING 'O Enc1owe W I e5lStant fit3erglass,Type 4X(1P 66) ,Q ` .` Q. GRADE e• QUANTITY,LOGATION, LENGTH AND PATH HAVE YOUR SEPTIC,TANK PUMPED REGULARLY AND GHEGKED FOR LEAKS AND CRACKS Hinge Stainless stPel FLOK COVER GALL A PROFESSIONAL WHEN YOU HAVE PROBLEMS .�FFI�El'T. J3lJTI-ER,P.E. Latch Stainless sice' �� RW OF 24"0 �� GEOMAT± LEAGHI NC-7 5Y5TEM M'6R05GOPIG MEMBRANE �j\�j e \�j\� \�\ ° . ' �\ GOMI'05T YOUR GARBAGE OR PUT IT IN THE TRASH FROM PTU BASIN TO LEACHING FIELD4. Typical Gross Section �� j j j '' .Q, REINFORLI=D GONGREI� FLUSH SANITARY NAPKINS,TAMPONS,CONDOMS,CIGARETTE BUT15,DIAPERS,WP£5 AND 5(X.H Specifications ANTI-Fi OATATiON COUNTER WEI6FFT -Not to Scale - 1 I ° a /\� 1 I ° a �� PRODUCTS INTO YOUR 5Y5TEM w (n I I \ DUMP SOLVENTS,OILS,PAINTS,PAINT THINNER,DISINFECTANTS PESTICIDES OR P015ONS DOWN THE 0 Feature SpecificatiotTS 'PLAN VIEW' •/ I / DRAIN. � � v � Height,in.(mm) 11,5{292} \ ( I< ° \ a I I P16 IN YOUR DRAIN FIELD OR BUILD ANYTHING OVER IT. - Width,in.(mm) 9.3(236) 0�,0 34'6ASKETED GMAT 6ENERAL NOTES AND REWIF4HWS: TRANSPORT LINES Depth,In.(mm) 5.4(T3 FIBERGLASS LID W/55.BOLTS, BASIC DE516N PARN°ETOZS GENEiRALLY THE EFFLUENT TRANSPORT PIPE FROM THIS TREATMENT UNfT TO THE GEOMAT PLANT ANYTHING OTHER THAN 6RA55 OVER YOUR DRAINFIEL. DRIVE OVER YOUR DRAINFIELD OR COMPACT 17 IN ANY WAY. L `� Z O MODEL FL 24s �ORENCA SPLICE REMEMBER TO FOLLOW THESE DESIGN PARAMETERS WHEN DE516NIN6 Atd2 INSTALLING A MODEL 5134 TORS AS,DIEDULE PUMP HEAD,THE A6'WAL UR VELOCITY,51ZE WILL FRIONAL L0ND UPON 9" PROPOSED j I ( III _ Q-' z S1 panel ratings* 120 VAC'1 h'e(d.75 kW},16 A 1 phase'60 Hz PRESERVATION OF THE NATIVE 501L BETWEEN TRENCHES AND MINIMIZING ITS DESIRED PRESSURE AT THE D5TAL ORIFICES.THE TRANSPORT PIPE SHOULD BE `q ° ' ORL3rG0 V'4 DISCHARGE ASSEMBLY, t t m O LU } S2 panel ratings* 240 VAC,3 h;a(2.24 W4 16 A•1 phase,60 Hz MODJ3.HVI25B INTERNAL SPLICE BOX DISRUPTION AND COMPACTION DURING CONSTRUCTION IS ESSENTIAL TO MAINTAINING SLOPED EITHER BACK TO TN"PUMP BA51N OR TOWARD THE C,1 GMAT TO DRAIN THE — [—� FL Q I V- I[D 501E STRUCTURE AM THEREFORE WATER AND 6A5 MOVETIENT IN THE 501E AROUND LINE AFTER EACH DOSE.N SOME GASES IT MAY BE BETTER TO SLOPE THE H FRAME DETAIL , ,� z `Pump molars used with these panels require internal overload protection. -` THE TIRENGHES.FOR THIS REASON,CONSTRUCTION 15 TO BE TRENCH-BY-TRENCH WHEN TRANSPORT LINE IN BOTH DIRECTIONS.THI5 51-MD BE DONE TO PREVENT FREEZING IN Q(STRUCTURE FOR I/A OWTS CONTROL. -1 I— LY FLOW FROM ETU FLOW TO I.EAGFIING FIELD POY�IBLE UNLESS A G33 SAND LAYER B UTILIZED AS,A BASE,AROUND AND GOLD WEATHER-AN ANTI-SIPHON DEVICE SHOULD BE USED WHERE ANY GRANGE OF PANEL E1LOWi=R MOUNTING AND � 4 ` • ` " � I � Z '� � � � —2 �� COVERING THE GEOMAT. SIPHONING OF THE PUMP TANK MAY OGGUR.DE516N MANUAL FOR 6EOMAT m O < LL V'0 TRANSPORT LIiE TO DRAINFIH_D, DE96N MANUAL FOR 6EOMAT PRE55URIZED SHALLOW DRAIN FIELD APPLICATIONS- PRESSURIZED SHALLOW DRAINFIELD APPLICATIONS-SUFFOLK COUNTY,NEW YORK CONTROL PANEL FOR LIFT STATION) NOTE: ADDITIONAL GLEAN OUT SHALL EEE PROVIDED N O Q LU PUMP DISCHARGE FIELD INSTALL �- FIMD INSTALL 6R.OMNET,MODEL 6125L SUFFOLK COUNTY,rEW YORK-PAGE T OF 15 -PAGE b OF 15 SCALE: NONE IN INTERIOR OF BLDG,NO HOUSE TRAP SHALL BE I l(1 I (, .� 4'6ROMh'ET INLET - PR,OVIDED PER IPG 2015,P3201.4 LY �h•� CONTROL PANEL PIPJ:,MODEL G4L FLOAT A55EMBLY,MODEL MF3P2HF5 . KEEP THE BOTTOM OF THE 6EOMAT SHALLOW(b-Ib INCHES BELOW EXISTING AND 015TRIBLMON MANIFOLDS AND LATERALS � z Q `�16H WATER A1�4 FIN154 GRADES} 6EOMAT DISTRIBUTION MANIFOLDS ARE TYPICALLY 115"TO 3"SCHEDULE 40 PVC. O ^ � 5GAlE NOW ORENC.O PUMP BASIN W LOW HATER/REDUNbANT OFF SEPARATION TO THE SEASONAL H16H WATER TABLE 15 3 FEET,UNLE55 OTHEM15E DISTRIBUTION LATERALS ARE TYPICALLY I"TO 2"SCHEDULE 40 PVC.SIZE WILL VARY STOPPER OR SUITABLE Z a) W/FLOW INDUGg2, APPROVED; DEI'ENDN6 ON DE516N AND 511E CONDITIONS.DISTRIBUTION LATERALS SHOULD HAVE RJEINFORGg)GON .51.AB END PL-LIS COYER n Q Q • SEPARATION TO IMPERVIOUS LAYER SHALL BE 4 FEET,UNLESS OTHERWI5E APPROVED; FLOW EQUALIZATION VALVES INSTALLED TO PROVIDE EQUAL FLOW OF EFFLUENT TO 65x6"AO'HAM � TO GRADE H- � IU #� N MOVE P$246OFI ORENGO H6H HEAD PUMP KEEP THE BOTTOMS OF THE INDIVIDUAL 6EOMAT LATERALS LEVEL; ALL ROW5 WHEN 6EOMAT LATERALS ARE AT VARYIN6 ELEVATIONS.FLOW &USE CHAIRS) Qt < � Z � MODEL PF3005(BY DE5161� DO NOT OVER-016 THE WIDTH OR DLP1Hi OF THE DRAIN FIELD TRBNGHE5; EQUALIZATION VALVE-5 ARE OFTEN INSTALLED N THE RUMP CHAMBER FOR EASY Q N • PROVIDE FOR LATERAL PIPE DRAINAGE AND MAINTENANCE ACCESS; OPERATION,PROTECTION FROM DAMAGE AND PREVENTION OF FREEZING.A LLQ _ O `; ~"'--5Tffi LIFIN6 RINGS(3) AVOID WORKIN6 5011-5 THAT ARE M015T OR WET BEGAU5E THEY CAN EA51LY SMEAR 015GONNBGT/THROTTLE VALVE SHOULD BE INSTALLED DOWNSiREAM OF THE PUMP TO n Z -� Q QI AND COMPACT; THROTTLE AND SHUT OFF FLOW TO THE 6EOMAT PIPING. • • • _ 1.,� } (L LL INFORCED GONGRETE ANTI-FLOATATION FLAN6E: SCARIFY THE DRAIN FIELD BASE DELL BEFORE INSTALLING(OMPONENTS. NOTE: SMALL LATERAL AND ORIFICE SIZES ARE RECOMMENDED TO PROVIDE THE X.` :�',X ; `� D < 'ELEVATION VIEW' O.A.SQUAXE=36'x 36"x 12"DEPTH HIGHEST P0551BLE SCOURING VELOCITY IN THE LATERALS,TO MINIMIZE ORIFICE Q O ORENCO LIFT STATION RECD FOR BASIN: 24'DIA x b'EMBEDMENT WHEN FIRST REVIEWING A 51TE AND DEVELOPING A DE516N,P051TION THE 6EOMAT GLO661N5,AND TO PROVIDE AS EVEN 615TRIBUTION OF J^IA5TEKATER AS POSSIBLE. �L 5EUER PIPE � 1 DRY w6wit 3'SQUARE DEADMAN,1,124 LBS LATERALS PARALLEL TO GROUND SURFACE CONTOURS WHENEVER POSSIBLE.THIS WILL HOWEVER THI5 REQUIRES THAT THE TREATMENT SYSTEM OPERATE AT THE SPECIFIED TYPICAL SLAB DETAIL (��• �" y1- � O Z BUOYANCY CALCULATION: ORENCO TOTAL BASIN BUOYANCY: IrA LUIS o 6'StUBME!R510N. HELP MAKE IT EA51ER TO KEEP DRAIN FIELD BASE ELEVATiON5 UNIFORM.DESIGNING PERFORMANCE 5TANDARD OR ORIFICE GLO661N6 GAN RESULT.WHEN 501L AIR SIMPLEX DISCHARGE ANTI-BUOYANCY C3'SQUARE DEAAMANI: PERPENDICULAR TO A SURFACE CONTOUR WILL MEAN THAT THE DOWN GRADIENT END SYSTEMS ARE UTILIZED,THE ORIFICE HOLES SHOULD TYPICALLY BE I/8""TO 3116'. AT ETIJ SLOHM UNIT BUOYANT FORGE 15 RE-5U_T OF,AIR YOL Uh1E WITHIN GONTAINla25 r OF 111E DRAIN FIELD TRENCH WILL BE SHALLOW-PLACED WHEREAS THE UP GRADIENT DESIGNS SHOULD AGGCUNT FOR A MINIMUM OF 2 FEET OF DISTAL HEAD AND A MAXIMUM G /4t � W FULLY IMMEiRr�ED IN HATER 3,2461-85(242Str)AT VERY DEPTH PUMP BASIN DETAIL ANTI-FLOATATION TO BE GALGULATED BY DESIGN END WILT-BE MUCH PEEPER. OF b FEET AT THE DISTAL END OF EACH 6EOMAT DISTRIBUTION LATERAL. SCALE: N.T.S. N.T5. � � < SGALEt NONE PROFESSIONAL.BASED ON FIELD GONDITIONS WITHIN REASON,SMALL FREQUENT DOSES OF EFFLUENT TO THE GEOMAT ARE PREFERRED O t� BUOYANT FORGE OF BA51Nr OVER FEWER LARGER DOSES;HOWEVER,REST/RE-AERATION INTERVALS MUST AL50 BASIN WEIGHT(INT.VOL..BUOYANT FORGE) BE PROVIDED FOR 4-8 DOSES A DAY S M05T COMMON.PUMP CHAMBERS SHOULD � FLOW c� 0 b"51 BION= 1,124 LB5 BE DC-SIONED WITH FLOAT SWITCHES CONTROLLING HIGH WATER ALARM,PUMP ON/OFF, TOTAL BUOYANT FORCE = 1,124 L55 ORE`.NGO NOTES: AHD LOW WATER/REDUNDANT OFF.AN EVENT CaUNTER 15 RECOMMENDED ORENGO PUMP BASIN HEIGHT TO BE GUT TO 6EOMAT EXCAVATION REQUIREMENTS BLDG IN 60"WYE TO SAN. SYS. GEC • • PRECAST ANTI-FLOATATION COLLAR(AST FULL �SOIL BETI�N THE DI5PER5AL TRENCHES SHALL REMAIN UNDI5iURBED WHEN P1�lJL ANTI-BUOYANT FORGE= DESIRE LENGTH IN FIELD • ANTI-FLOATATION COLLAR h�15150SK AT FULL 36"X 36'X 12VP SQUARE GONG:DFADMAN W/ • PUMP SYSTEM DES16MM FOR DEMAND DOSE SI1BP�t510N POSSIBLE.IF THE PRESENCE OF BOULDER5 OR OTHER O55TACLE5 MAKE TRENCH 2410D.x b"DP BA64N EMBE DIVIENT'= 2,Ib'T LB5 • FLOAT FE16 S TO�ADJIBTED BY DE516N • ANT141DATAMON DETAIL TO BE CALCULATED GON5TRUGTION IMPRAGTIGAL,THE ENTIRE I EACH FIELD AREA MAY BE EXCAVATED A5 NOTES: BA51N kEleHT= 1.12q LBS 55ARY,BACKFILLED NITH A SUITABLE SAND FILL SUCH AS A5TM C33 SAND TO - - • PUMP BASIN VOLUME: IB8 6N.LONS/INCH 13'f DESIGN PROFE5510NAL I.FOR GLEANOUr(S)lAGATm IN TRAFFIC AREAS PROVIDE WITH TOTAL ANTI-BUOYANT FORGE= 3,24b LBS, . ORENC,0 H�16H HEAD PUMP TO B1=SIZED BY • ANTI-FLOATATION TO BE GALC.ULATED BASED THIE PB16N ELEVATION OF THE BOTTOM OF TRENCH AND THE 6EOMAT G0N5iRUGTED TRAFFIC BEARING FR/1ME AND COVER ANTi BUOYANT FORGE EXCEEDS BUOYANT FORGE BY A 2.42 INLET/OU ON SPECIFIC 51TP CONDITIONS AND BACKFILLED IN C33 SAND. 2.FOR USE KITH BUILDING EXTEr510N5t/GONNEGTIONS. ; SAFETY FACTOR • INLET'/OUTt£r 6ROF?�75 TO BE FIELD . INSTALLED 1 Of 4 SCDHS SET WOVEN WIRE FENCE 5YM130L GRADE a GRI = EL.140 (MIN 141/2 GAUGE WJ GRADE a CR2 = EL 163' 10' MAX. G. TO C. MAX.b" MESH SPA01%) GRADE a M=EL.163' . COMPACT FILL g 36 MIN.LENGTH FENCE Q o POSTS DRIVEN MIN. 16" INTO GROUND. Z A HEIGHT OF FILTER 16' MIN. .t tl0 !E TOP m V' v EL.143'MM-13.3'MAX TOP a CR3- EXISTINS ELECTRICAL PERSPECTIVE VIEW EL.143-MIN- 153'MAX> SERVICE GABLE IN CONDUIT. 200 AMP(2'CONDUIT,MIN), CO BOT 320 AMP( O CR2: �"CONDUIT,HN) 36" MIN. FENCE P05T EL.142 MIK-13,2'MAX X 400 AMP(4'CONDUIT,MIN) qq WOVEN WIRE FENCE (MIN. 14 1/2 BOT a CR3: Q GAUGE W/MAX.6" MESH 5PAGIN6) 0 EL..142'MIN-13.2'MAX ��CATION WITH FILTER CLOTH 3 FLOK43o UNDI5TURBED GROUND UJri COMPACTED SOIL431- TOP® - o' fOF'oSED _ TRANS RY PORT PIPING EMBED FILTER CLOTH 3! SANITA � � g A MIN.OF 6' IN GROUND. 4" BOT® GRI =EL.12 02' SECTION VIEW CONSTRUCTION 5PEGIFICATION5 WATER / 5EWER GR0551N6 yC INSTALLATION NOTE: I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES z WATER LINE JOINTS 514ALL BE AT LEAST TEN FEET OR STAPLES. P05TS SHALL BE STEEL EITHER "T' OR "U" TYPE OR HARDWOOD. FROM THE POINT OF CRO561NG AND SEDER T U) LINES 514ALL BE COJ5TRU67ED OF MATERIAL5 •d- a 2. FILTER CLOTH TO BE TO BE FASTENED SECUREAND JOINT'S THAT ARE>QNVAU3VT TO WATER LY TO WOVEN WIRE MAIN 5TANDARDS OF COWiTRUGTION FOR THE FENCE WITH TIE5 SPACED EVERY 24' AT TOP AND MID SECTION. ENTIRE LENOTH OF THE SEWER LINE AND%W1 FENCE 5HALL BE WOVEN WIRE, 12 1/2 GAUGE,6' MAXIMUM MESH OPENING. � ELLI�TER T16HTNE56 PRIOR5. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE ND OVER- TOP® GRI = EL,q5 LAPPED BY SIX INCHES AFOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, TOP 0 CR2 = EL. II& PROPOSED I'WATER MIRAFI IOOX,STABILINKA T14ON,OR APPROVED EQUIVALENT. TOP O cR3 = EL-n,a' SERVICE SPLICE 4. PREFABRICATED UNITS 514ALL BE 6EOFAB, ENVIROFENGE,OR APPROVED EQUIVALENT. BOT a ORI'=EL..4:42' BOT a 6R2 = EL. 11.73' 5. MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN BOT a CR3 = EL. 11.0' 'BULGES" DEVELOP IN THE SILT FENCE. U.S. In DEPARTMENT OF AGRICULTURE NATURAL RESOUR6E5 CONSERVATION SERVICE SILT Vn O NEW YORK STATE DEPAR t-"T OF ENVIRONMENTAL CONSERVATION NEW YORK STATE 501L a WATER GON5ERVATION COMMITTEE FENCE UTILITY 0ROSSIN6 TABLE: • W N No. UTILITIE5 INV. EL. )— SANITARY LINE EL. 12.02' � In CRI WATER SERVICE LINE EL.4.42' O www.dignetnycli.com &QJNTAIN5 MIN.IS'SEPARATION) �T� m }- X 9of NEW YORK CITY www.calol811.com &LONG ISLAND (for other states) LL y WATT 5ERVIGE UNE EL. 11.-0'CR2 X Z 800-272-4480 811 EX.PNR/CONM 5ERV. I.E.OF EXISTINS,SEDGE DETERMINED BY MIN/MAX O BURIAL DEPTHS PER STANDARDS(SFE DIA.ABOVE) [DthWNTAINS N�IN.18'SEPARATION) By law,excavators and contractors working in For safety reasons,homeowners are strongly O L the five boroughs of New York City and Nassau encouraged to call as well when planning any WATER SERVICE LINE EL 11 I�' • and Suffolk Counties on Long Island must type of digging on their properly. CR3 E:x PWR/COMM SERV. IE OF PXI5TIN6 SERVICE DETERMINEV BY MIN/MAX W d) contact Dig Net, o more than 0 or 611,at least Homeowners can contact us directly at BURIAL DEPTHS PER STANDARDS(SEE DIA,ABOVE O w 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the � O (excluding weekends and legal holidays)prior national call before you dig number.For (MAINTAIN5 MIN.18'5EPARA1IOW S to beginning any mechanized digging or excavation work completed on personal N excavation work to ensure underground lines property,it is the contractor's are marked.Excavators and contractors can responsibility—NOT the homeowner's--to m also submit locate requests online,through contact DigNet.Having utility lines marked n )TIC.If you do not currently use)TIC,please prior to digging is free of charge. CR 1 CROSSING call 1-800-524-7603 for more information. CRO S S ING / TRENCH DETAIL� @ � .. CR2 WATER SERVICE LINES, POWER & COMM SERVICE LINES, CR3 AND SANITARY OUTLET PIPING ENOINEER° NOT TO SCALE : Y 44.m� q r' JEFFREY T. BUTLER,P.E. Q m STORM DRAINAGE CALCULATIONS: LL v VOLUME: = AREA x RAINFALL x GOEFFIUENT LL AREA = SQUARE FOOTAGE PBZ DRAINED AREA O Z O RAINFALL =2' = 0.161' ^ z COEFFICIENT OF IMPERVIOUS SURFACE = ID Q Z STORM DRAINAGE 5Y5TEM DEDICATED TO: LU Q EXISTING MODIFIED GARAGE(6q8 S.FJ 24'0 CAST IRON COVER FLOGKHART LL_ I } GALL. HOHM'x IAO= 1165 GU.FT. FOUNDRY COMPANY PATTERN NO.61128 E-I < Z (O T01AL VOLUME REQUIRED= 117 GUFT. OR EQUAL(ADJUST TO FINISH GRADE) F-i Z < O O < IL USE(U-b'0 x b'LIQ.DP.L EACHINS,POOL FINAL GRADE U O L O IY D_ TOTAL VOLUME PROVIDED = 134 CUFT. PIPS:: HIGH DENSITY STORM DRAINAGE 5Y5TEM DEDICATED TO, POLYETFM ElE(NOPE) iv •1 f 24�=`a* B W O EXISTING DNELLIN6 ROOF RUNOFF 0040 5.F)AND 15"PIPE DIA.MIN O '� LU O C(1 EXISTING ROOFED OVER PORCH( S.FJ ISE MIN.06 REWIRED) 1 1 ( �[ O (y GALL.:2,2b5 S.F.x OJbT x IAO =37826 CU.Ff. F TOTAL VOLUME REQUIRED= 574 CU.FT. SIZES: c4- I USE(2)-841'x 5'LIQ.DP.L.EAGHIN6 POOL DRN INLET TO SD CONN= 10"0 MIN Ir. _ < Z O N TOTAL VOLUME PROVIDED - 422 GU.FT. 50 TO 50 GONW= 15'0 MIN 1 H-20 8'TW TRAFFIC (V ROOF LCONN= V$MIN BEARING,SLABw L F- V TOTAL VOLUME REQUIRED: 531 CUPT.STORAGE TOTAL VOLUME PROVIDED: 556 GU.FT.STORAGE NOTE: CONNECT 12OWNSPOPI5 TO y } c>_ j Om m DRAINAGE SYSTEM As SHOWN WRAP WITH hoz.(MIW < LL o N O L61NS 4'SDR 35. PITCH AT 1/8' PER FOOT MIN.IN DIRECTION OF HbNLrOVE3I GELE DRAINAGE STRUGTRE NOTES: LEACI41NS POOLS.PROVIDE BOOT (FILTER FABRIC) ILO O I. LEACHING POOLS 5HALL BE PRECAST C246 GEMENT 5TF447URES A5 MARF. CANNC-GTION TO DOWN5POUT. — .. BY SUFFOLK PRECAST ING.OR EQUIVALENT. SHOP DRAHM66 SHALL BE ALL WALL SECTIONS t U 4 4' z H SUBMITTED TO THE TOM ENGINEER FOR APPROVAL. ® �l,' TOPS SHALL E'1E SET INA- - - - - 2 ALL GONG GEMENT LEE IN THE MANJFACTURIN5 OF PREGAST STRUCT. 1 ® ® � � �. 1 BED OF MORTAR w Z 5HAL.L DEVELOP A MIN COMPRESSIVE STREN6TH OF 4000 P.5J.IN 2b DAY5. r l ® ® C O 5. SHOP DRAWIN65 OF PRECAST MANHOLES AND CATCH BASINS NST BE SUBMITTED TO THE TOM ENGINEER FOR APPROVAL. 3'MIN ;) ® ® 4. REQUESTS FOR DEVIATIONS FROM STANDARD DRAINAGE INSTALLATIONS I ® ® 1 GALGUI RST EIE RTI0N5. MADE IN WRITING AND MUST INCLUDE DRAINA6E 5. ALL DRAJNAEE STRUCTURES SHALL BE PLACED IN ACCEPTABLE LEAGHIN6PA6E: SOILS A5 APPROVED BY THE VILLAGE EN61NEER IN THE EVENT POOR SELECT 6RAALJLAR SOILx SEE DRN6 GALL FOR DIA I BACKFILL FOR LEACHING MATERIAL IS�,EXCAVATION IS TO BE GONTQ�1JEiD TO Y PERIPHERY AND BOTTOM SUITABLE MATERIAL AND BACK FILLED A5 DETAILED. Fn EXCAVATION AN:>BAGHT-ILL WITH ACCEPTABLE LEACHING(SEE NOTE#5) 6.USE 15'DIA CORRl16ATED HIGH DENSITY PIOLYENn.E E M7Fj HEAVY DUTY GROW WAS LEACHING MATERIAL(SEE NOTE#5) PIPE FOR IN'TERGOMIEGTION OF ON-SITE STORM WATER LEACHIN5 POOLS A.HDPE PIPE SPEGIFIGATION(AA51-TTO M-294) (ASTM V"2320 SP4 G.wINSTALLATION �6FOiTN'j NT TESTING SPEGII=IHVPE GATION(ASTM D-32174 TYP. STORM WATER LEACHING POOL DETAIL D.6A5KET SPECIFICATION(ASTM F-4TQ NOT TO SCALE of 4 SCDHS SET SURVEY OFL 0 T 5 WOOD DOCK JO CK�'y CREEK _ _ MAP OF PR OPER T Y OF METAL = C . WELLS PHILLIPS S 89.47'40" E RAMP i FILE No. 297 FILED NOVEMBER 6, 1909 • 58.85 FlXEDS 79,/.52 OCT 3 1 4��w SITUATE HIGH WATER MARK 20 — WOOD DOCK 4 1• C,Z E j I S 0 U T H 0 L D TIE UNE ALONG APPARENT 3 4 OCTOBER 21, 2020 j ———— WF#S 2.-5 WF#6 � I. _5 F 2 wF 3 WF14 _._..____.._ TOWN OF S O U T H O L D -} - pF� "'� - SUFFOLK COUNTY, NEW YORK CONC. BLOCK WALL BW6 33 � �� r 70:Fp''ropS � � �;17 O ��E I 01 ?a?� aea�N S.C. TAX No. 1000-70-05-42 Pr)o.a w. 0.21 w62 \ v� cpH4�y� C6 » s 8— W— ,q,�,� ►� 10- w8. A 2.6,,`"k u,�F#12� SCALE 1 =30 ,� — _ rt' ,4 APRIL 30, 2009 _ >� "t 4 ,� _ -awl BI WF 13 14 — APRIL 17, 2015 UPDATE SURVEY a TOP OF SLOPE w�FENCE \ CONC. Bdo OCTOBER 21, 2020 UPDATE SURVEY LOCALL �� \ �� \\ O.L. A- 13.0 SEPTEMBER 28, 2022 UPDATE SURVEY 15>Z' 15.6�s 1 � 36.3 \� \ 165 �� \ \� AREA = 47,904 sq. ft. 9 8 �, \ '�`� W FENCE (TO TIE LINE) 1.100 ac. a N N Zo/oma 2.0 w CERTIFIED T0: I I \ _ \ M�, x �o X0 �o�� Via' DAVID AFFINITO 163 C: ' oW ALLISON AFFINITO C � (A N ts— y 7.9' wooD FIDELITY NATIONAL TITLE INSURANCE COMPANY STEPS 90 \ JPMORGAN CHASE BANK N.A. OPANE F.FL 16.8 ODD n �� 8 TANK 18.6' & GRAVEI 15.9' C" �p , NOTES: 12.9 ;; 34.3•T 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 2S3' - D1�'1Dnt» EXISTING ELEVATIONS ARE SHOWN THUS:5.o '' WOOD o CH / S`RU6@RE EXISTING CONTOUR LINES ARE SHOWN THUS: — — — — —s— — — — — \ F.FL. - FIRST FLOOR �R GUY WOOD G.FL. - GARAGE FLOOR WIRE / SLATE STEPS ALK1p T.W. - TOP OF WALL B.W. - BOTTOM OF WALL m . 2. WELL LOCATIONS AS PER PROPERTY OWNER. POLE g ° >_ e a aA OO41 jig' � ' "•4',1.�£j.. U 11.9 I vi.i 1-. LE I QQ TEST HOB.e , o I WOOD PLAY SET �� °. . FENDCE • -14 14:- . Y - 0 W ° Ivy < GUY 14,2 IRE 150' FENCE O.L xd7 ¢� WELL W oY 3 •4 4 ELL MAIC UTILITY LE 4UTI w 4 I w .. '�- � 61.1'_ � ..•. .e N fa'\l 16 i / W rol •,= POLE p V O�Q I O �4" rn�< \ng W V (9 I C7 6.6.N U ' ELECTRIC do I [� TELEcoM•uN, o q J G.FL. • s ... y L�q ..J •� Z 1 GATE :• W J 18 i 3' 24 Si E EDGING:a :' I '-% p C a W 'tel V I \� •' V f�a O - to O Zk : < PAT1018 U r`I t• 16.8 J o N 3� }9.5 J '1\\Js UTI UTY POLE O'O I s a , �> J �3 0 I LU 2 I o g a .;4. � C3 a TEST HOLE DATA JI (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 8, 2022) LU ce 0. I W i X Dos BROWN LOAM OL r ~i 18' : W I I Z ? O �a1 I •e',� .I BROWN SILTY SAND SM • — r-18 4- LZL2 � I I • : PALE BROWN FINE TO COARSE SAND SW I z I I3 z I GROUND WATER 10.9' I I e WATER IN x I * I PALE BROWN FINE TO COARSE SAND SW I $i W / I ♦ W IT/ I O •' .• � 17' IF Q• Ll POLE I I UL sA W �$ N .. ir W I of DUTY POLE W LIL #14A z �D � W Li I� ►3 �� W / I Y/ WELL INSIDE HOUSE 0 • a' p O • e � I 2 Z W I I I '• 1.4O FENCE N POST do RAL FENCE q 7 N• 0.4E � I A. ST& RAI r •. O FENCE 0.2'W. FENCE F ND STONE POST de RAL FENCE 1 M N. 0.5 N. SOLE 14• • -r�VERHEAD WIRES M�R Er-POST � _ ��/- PREPARED IN ACCORDANCE WITH THE MINIMUM ? •• .• a N „ ~'MAILBOX '�FlR 0 699.5't BY THSTANDERLIA L S. AND APPROVED ANDS FOR TITLE SURVEYS AS DpADOUPTEDD • :•: .'� 850.30'00 tl1/ = • •.r �7 . RaNr FOR SUCH USE BY THE NEW YORE'fl LAND ', • ...•.'. • t a. OO.00 "':'-EDGE OF TITLE ASSOCIATION. ///// i j y , a _ PAVEMENT R0 OF N F PINE �• ........w N�j : .'e , P�j r Ff C0,9�Q,p CK ROAD PUBLIC WATER IN STREET b r DWELLING �. PUBLIC WATER a.�• T--- • DWELLING "µ•:,,j;S�=•,QSpA PUB "6�,.•�PUBLIC WAS v DWELLING "''/B##I 1 r 0N'.V.S. Lic. No. 50467 PUBLIC WATER UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft C o r w i n TO THIS SURVEY IS A VIOLATION OF III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land S u r v e y o r COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTffUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 DAVID AND ALLISON AFFINITY. -675 PINE NECK ROAD.SOUTHOLD TPRINT 1675 Pi e NO d _ - .i• Fs i Google Figure 1. Aerial view of existing and neighboring dwellings along Jockey Creek in April 2021,noting location of proposed second floor addition adjacent to existing 2nd floor(to remain)and over existing first floor(to remain). Image by Google Earth. I I j k I! 1 � ,Y s • j i m�il•I� Figure 2. Looking northwest toward Jockcr Creek at existing 2nd floor of dwelling and location of proposed second floor addition. DAVIDAFFINM,, .675 PINE NECK ROAD,SOUTHOLD 1� ..1 .d. �k_ ��f i M�1�� #.� P,�� y�.� v A ill• � � ';'r s Figure 3. Looking south tit r '/ l / side of dwellingandlocation / / l// '/ secondfloor + addition./ I ,� !p` � SE£BEC.S0.0Y1 IME WTCM lR T�} WEST IML I two T Cmek aan9t O x bc' iw,` ae` 8 d r �Yay n '],. 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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 To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 11, 2023 Re: LWRP Coastal Consistency Review for DAVID &ALLISON AFFINITO SCTM# 1000-70-5-42 En-Consultants on behalf of DAVID &ALLISON AFFINITO requests a Wetland Permit to construct a ±772 sq.ft. second floor addition over and within the footprint of the first floor portion of existing 1,890 sq.ft. two-story, single-family dwelling with attached 606 sq.ft. deck and 375 sq.ft. porch (adjacent to existing ±858 sq.ft. second floor to remain), with no demolition or increase in existing dwelling footprint; install stormwater drainage system to collect roof runoff; and establish and perpetually maintain a 10' wide, ±1,133 sq.ft. non-turf buffer area to be planted with additional native vegetation adjacent to the wetlands boundary. Located: 1675 Pine Neck Road, Southold. SCTM# 1000-70-5-42 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary M 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 on Wed., December 6, 2023, the following recommendation was made: Moved by Carol Brown, seconded by John Stein, it was RESOLVED to SUPPORT the application of DAVID & ALLISON AFFINITO to construct +/-772 sf. second floor addition over footprint of existing first floor to remain (and adjacent to existing +/-858 sf. 2nd floor to remain), with no demolition or increase in existing dwelling footprint; install stormwater drainage system to collect roof runoff; and establish a 10' wide +/-1,133 sf. non-turf buffer to be planted with additional native vegetation adjacent to the wetland boundary. Proposed I/A sanitary system and related work located more than 100' from wetlands. Located: 1675 Pine Neck Rd., Southold. SCTM#70-5-42 Inspected by: Carol Brown, Caroline Burghardt, Maggie Merrill Vote of Council: Ayes: All Motion Carried Cantrell, Elizabeth From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Monday, November 27, 2023 3:13 PM To: Cantrell, Elizabeth Subject: Affinito Liz,I'm sorry,I got distracted after we talked this morning. Pursuant to your request,here is the modified project description to include reference to the existing house. Let me know if this is what you were looking for. Construct+772 sf 2nd floor addition over and within footprint of first floor portion of existing 1,890 sf 2-sty single-family dwelling with attached 606 sf deck and 375 sf porch (adjacent to existing±858 sf 2nd floor to remain),with no demolition or increase in existing dwelling footprint;install stormwater drainage system to collect roof runoff;and establish a 10 ft wide, +/-1,133 sf non-turf buffer to be planted with additional native vegetation adjacent to wetlands boundary, all as depicted and described on the site plan prepared by Jeffrey T. Butler, P.E.,P.C., last dated September 7,2023. (Note that proposed IIA sanitary system and related work located more than 100 feet from wetlands were previously determined to be outside Chapter 275 jurisdiction pursuant to Board of Town Trustees letter dated April 17,2023). Rob Robert E.Herrmann,MEM Coastal Management Specialist En-Consultants 1319 North Sea Road Southampton,NY 11968 Phone: 631-283-6360 Fax:631-283-6136 , Email:rherrmann@enconsultants.com www.enconsultants.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 r '� ; ( Town Hall Annex Glenn Goldsmith,President yQ & ��` faf ` , 54375 Route 25 A.Nicholas Krupski,Vice President Q P.O.Box 1179 Eric Sepenoski } Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples 'rr �+a Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only -r Coastal Erosion Permit Application - X Wetland Permit Application Administrative Permit P OCT 3 1 2023 - Amendment/Transfer/Extension Received Application l 0•�1•ZJ' ! - ._»_.i XReceived Fee: $ 12 _ ^_`...._.. ..__ Completed Application: 1�•?il•23 Incomplete: SEQRA Classification: Type I Type I1 Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Asses men Form Sent: 1 a t! CAC Referral Sent: H4 ao X Date of Inspection: I •(�• Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Name of Applicant David and Allison Affinito 220 Congress Street,Apt. 6G Address Brooklyn,NY 11201 Phone Number: 64 717-2772 Suffolk County Tax Map Number: 1000 - 70-5 -42 Property Location: 1675 Pine Neck Road, Southold (located on north side of Pine Neck Road,+/-700'west of Oaklawn Avenue) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road, Southampton,NY 11968 n Phone:631-283-6360 Board of Trustees Apl _ ;atiori. GENERAL DATA Land Area(in square feet): 47,904 sf Area Zoning: R-40 Previous use of property:Residential,2-sty,one-family dwelling,with accessory swimming pool and garage Intended use of property: Same,with expanded second floor over existing first floor to remain 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. Yes X 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 Wetlands Permit#240 July 29, 1963 Southold Trustees Wetlands Permit#1174 July 12, 1976 Southold Trustees Wetlands Permit#7165 August 19,2009 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): Construct+/-772 sf 2nd floor addition over footprint of existing first floor to remain(and adjacent to existing+/-858 sf 2nd floor to remain),with no demolition or increase in existing dwelling footprint; install stormwater drainage system to collect roof runoff;and establish a 10-ft wide,+/- 1,133 sf non-turf buffer to be planted with additional native vegetation adjacent to wetlands boundary,all as depicted and described on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated September 7,2023. (Note that proposed I/A sanitary system and related work located more than 100 feet from wetlands were previously determined to be outside Chapter 275 jurisdiction pursuant to Board of Town Trustees letter dated April 17,2023). Board of Trustees Applic ori WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Expansion of existing 2nd floor to provide additional bedrooms and bathrooms. Area of wetlands on lot: +/-914 square feet Percent coverage of lot: +/- 1.9 °% Closest distance between nearest existing structure and upland edge of wetlands: +/-41 feet ex.deck Closest distance between nearest proposed structure and upland edge of wetlands: +/-48 feet prop.2nd floor addition Does the project involve excavation or filling? X No Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled? N/A cubic yards Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Standard construction practices. 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 consists of the expansion of the existing 2nd floor,which will be situated adjacent to the existing 2nd floor to remain and over the footprint of the existing first floor to remain,thus with no demolition or increase in the ground area footprint of the existing dwelling,a permitted structure pursuant to Town Wetlands Permit No.7165. Therefore,until recently,the proposed work would have been a permit-exempt activity pursuant to Section 2754(A)(1)0). Nonetheless, to mitigate any potential impacts associated with the project, several mitigation measures are proposed, including a proposed stormwater drainage system to collect and recharge roof runoff,establishment of a 10-ft wide,approx. 1,133 sf non-turf buffer to be planted with additional native vegetation adjacent to wetlands;and replacement of an existing conventional septic system with a new I/A sanitary system located well more than 100 feet from wetlands,which was previously determined to be outside Chapter 275 jurisdiction pursuant to a Board of Town Trustees letter dated April 17, 2023. Therefore,with no change in lot coverage or wetland setbacks but with significant enhancments to stormwater drainage,septic treatment, and vegetative buffer,the project will have a net beneficial impact on the adjacent tidal wetlands and Town waters. 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: Affinito Additions Project Location(describe, and attach a location map): 1675 Pine Neck Road, Southold; SCTM#1000-70-5-42;located on north side of Pine Neck Road,+/-700'west Oaklawn Avenue(map provided). Brief Description of Proposed Action: Construct+/-772 sf 2nd floor addition over footprint of existing first floor to remain(and adjacent to existing+/-858 sf 2nd floor to remain),with no demolition or increase in existing dwelling footprint; install stormwater drainage system to collect roof runoff,and establish a 10-ft wide,+/- 1,133 sf non-turf buffer to be planted with additional native vegetation adjacent to wetlands boundary,all as depicted and described on the site plan prepared by Jeffrey T.Butler, P.E.,P.C., last dated September 7,2023. (Note that proposed I/A sanitary system and related work located more than 100 feet from wetlands were previously determined to be outside Chapter 275 jurisdiction pursuant to Board of Town Trustees letter dated April 17,2023). Name of Applicant or Sponsor: Telephone: 646-717-2772 David&Allison Affinito E-Mail: davidaffinito@gmail.com Address: 220 Congress Street,Apt.6G City/PO: State: Zip Code: Brooklyn NY 11201 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 X 3.a.Total acreage of the site of the proposed action? 1.1 acres b. Total acreage to be physically disturbed? +/-8,400 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.1 acres 4. Check all land uses that occur on, adjoining and near the proposed action. ❑ Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 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- - 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: X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X 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? X If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 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 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 i 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? 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 or closed 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 INF RMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: R rt errmann,Coastal Management Specialist Date: October 26,2023 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2.Answer all of the following 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 my 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 reasonably available energy conservation or renewable energy opportunities? 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 problems? 11.Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance.The Lead Agency is responsible for the completion of Part 3.For every question in Part 2 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 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts.Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. t ❑ 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. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Qtickly osthate distance` =` ' Each•grid6represents'approximately."r. . •_ _ - 0,`• � 1,000 2,000'' .'3,00,0' 4,000 5,000 Fe 0.65 mi.drBdzo tally bq 0.86'mi.verb ally.;'. :. :. :. :; ....; . , - Scale 1:24,000 . _ - .. - ,2 QO Meters " Jo .. ins.Map-50• ..... . 0�' 200�� A00 '� 600 �, 600- ' 1,OOD 1 00 '1 4 72°26'15' `•-. a: L3 .. 72°25'30' 72°24'45' - 72"24'00' 223'15.. 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Landing ` JASMINE )FON tp H 5 P Harper Pt BA Y JOCKEY CREEK pp OC��N Suffolk County Hag5trom Map #44 ~\ �� s I• - +2,000' AN -' 0 9t CemQ o o E0 Z JN ' I JEC 3�Q p�2`COR I s�rr � 50 z" s F 9000So VO E p w CUSTER 0 YC thold SD old o Custer Sete ACC65s Via Indian Mu um I�nstittu5ubect Property) \ o =°-rl RARE R LICA! ` �r 00 AV W. 3 BLEEPY Ho Parad t\OF" O GLENN S mR0 �$ �' L/" ANS R DR O o w SH RF i�Point 7/N C m k'il.ENtJ 0 ��Ip,l"GN Ao w C°oy a P, O f e LAKE DR \LJ 20 P � r x � Q�PQ' / e ��ra oQ SRR c ° V GREAT HOG 5 SDUARE 4Q P[e KORY � RIGGER lA `-W' c GROVE NECK oN n P g o yew 1RAW TMAs 9 ¢ ¢ � o m 4 ° C BAYVIEW o n RD i tr e�6o Fn HO RO 99_0 Oy na I 7 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, David Affinito owners of the property identified as SCTM# 1000- 70-5-42 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. N/A Property Owner's SI#Kature Property Owner's Signature David Affinito SWORN TO BEFORE ME THIS DAY OF NICOLE JEAN DOUGALL NOTARY PUBLIC,STATE OF NEW YORK Notary Publi(9 RegistratIon No.01 D06303780 Qualified In Now York County Commission Expires May 19,2026 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Allison Affinito owners of the property identified as SCTM# 1000= 70-5-42 .......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 perrnit(s) from the Southold Town Board of Trustees for this property. N/A Property Owner's Si a Property Owner's Signature Allison Affini to SWORN TO BEFORE ME THIS DAY OF.0(-tD?A57C_ ___., 20 CP3 NICOLE JEAN DOUGALL NOTARY PUBLIC,STATE OF NEW YORK ............ Notary Publfc Registration No.01 D06303780 Qualified In New York County Commission Expires May 19,20261 Board of Trustees Application AFFIDAVIT David Affinito BEING DULY SWORN DEPOSES AND AFFIRMS'T'HA'I'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 10OWLEDGE 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 ANDTHE 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'I'HE 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 ENSURE' COMPLIANCE WITH ANY CONDI TION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THETERIM OF THE PERMIT. ..(/ _ �. N/A 1 3* ity (�m-: —S—ignature of Prope— S*gnature of Pr itrt—yO—wner v Owner David Affinito SWORNITO BEFORE ME THIS . DAY OF � 20 NICOLE JEAN DOUGALL NOTARY PUBLIC,STATE OF NEW YORK Registration No.0ID06303780 Notary Publid ' Qualified in New York County Commission Expires nay 2, Board of Trustees Application AFFIDAVIT Allison Affinito BEING DULY SWORN DEPOSES AND AFFIRMS TTIAT IIT;/SHE ISTHE 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'IIISAPPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES, THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD ANDTHE 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 AUTHOIUZE T14E TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY 'ITL 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 PEIU%AIT ISSUED BY THE BOARD OF TRUSTEES DURING THE'rum OF THE PERMIT. N/A Signature of Propbvvmer Signature of Property Owner Allison Affinito SWORN"TO'BEFORE ME THIS DAY OF 20 NICO—LE-JEAN DOUGALL __ NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 D06303780 Notary PublkQualified in New York County Commission Expires May 19,2026 APPLICANT/AGlENT/REPRESENI'ATM TRANSACTIONAL DISCLOSURE FORM e KP T....; ol.,.. _ . e,a f=jcsjgqs n flLe o ..wfi t ....a..d e. to ee5 .. �. M a"e info` a#Tan w ieh 6an alert the' Wsibltmntc'o •i a tl ow' to 21Crpgrn��V ftEY AX,nld®ame. " YOUR NAME; Affinito,David (Last.name,first name,jpiddle.iiiitial,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 yoiti cximpany;spouse siblings p=,. ar child)f ave A relationsliip,i�rit}:aizy:oftic r oC ern)iloyce of the Town ol'Southaid? "Relationshtp'r'inelt;des by.blo`o`d,rrtarriage;.ar busttii s;igterest.`,`Busirigss interest"meansrr busmess including a parinr7rshlp,�n which the IdWrrofi CC". r: nilalayc .Inas even a.pa tla[ave s7�ip;at,(oremploymenP by)a corporation: in which thetown:oleer i?r employee;atvns,sltore thnn.5lg:of tate shares. YES _. . NO 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 ali that apply): A.elle aSkner p gseater.tlsan S°fo oi"the sliares"'o'f tlia:corporate stock of theA applicant (When4he"apptica,ids u:isorpo"radiC4 I);th"e Iegaivr.l{erieficial."ovdater cs�:any nterest.in:a:nuu-corporate entity(whets the applic�pt;is;not.a;cotisara#ion; _ G);titt Wf leer,iiii-rctor,partner,or employee of tt c•.applicant;or D)the actual applicant. DESCRIPTION OF RELA'T'IONSHIP 23 Submittedthisd of D !I la� -20 S.'ignature„,�T, Print Name fin o Form TS I APPLICANT/AGENT/R,PRESEINTATIVE TRANSACTI®NAL DISCLOSURE FORM The Ttitivn i�f So%i ha1d t'r+de ofiFthacs�srnhibits sron ` n the cif o o a' e t e The. se y"a I' anon which n alert the'• `"b s' le ef-' t d w'' to atev a in �cA�cx+ytEr av(iid aatiie. , YOUR NAME: Affinito,Allison (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',naive the activity.), . Do you persnhilly &through;y6or eompany,spouse,sibling,pamnt or child}'have a relationstiip�vit}i.azzy offinc'r;ar` gtti}+ce: of the Town,-of Sbutbold? "itelationship't includes:6y blooif;inarri"age;yr bu5itiess.inYcrest`"Blisici s iritecest".mi a €r business; including a.p rtt ersli p.:irs which the ioveri:ofifi ec or.ctnpliiycc,lias veri.a:partial owgMhipcif; employme�tS iiy. tt cc ipriiation. in which the t. wi,officer ar employee atvirttoro than 5 .oftiie shares. YES NO If you answered"YES",complete the balance of this form and date and sign wherc indicated. Name of person employed by the Town of Southold Title or position of.that person Describe the relationship between yourself(the appiicant(agent/tepresentative)and the town officer or employee.Either check the appropriate tine A)through A)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}t c}tiVitelrs�k greater 4hari S°to cif tksc:shares.oftlie°coifidrate stock of the applicant (�vlien;Bhp;a�•sp�acaiit'is a carjitii Aiiori)a. I3)t&Iegal ot.benef CFJhV wncr of.;anynterest'in 4 jipp-corporate entity(when the applicin is,not a corporation) ; G alt otlicer,directiac; ratt�er;nr,employeciaf:tiia.applicant;or D}the actual applicant. DESCRIPTION OF RELA'TIONSHTP Submitted this day of_ OC-}a 1,af 20 Print Nam6., Allison Affir9to Form TS I APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees.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 E. (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.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit X X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning 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 that 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 this2 day of October 20 23 Signature I Print Name Robert E. Herrmann s ' q Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM `b PROPERTY LOCATION: S.C.T.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Qty, 1000 70 5 42 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN >D sfricT 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 47,904 S.F. Generated by a Two(2")Inch Rainfall on Site? Elthe Scope of work for Proposed Construction) ('chis item will include all run-off created by site b,What is the Total Area of Land Clearing (s.F/nrres)) clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed \ , ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This fes( item shall include all proposed Grade Changes and Construct+/-772 sf 2nd floor addition over footprint of existing Slopes Controlling Surface Water Flow, first floor to remain(and adjacent to existing+/-858 sf 2nd floor 3 Does the Site Plan and/or Survey describe the erosion F to remain),with no demolition or increase in existing dwelling and sediment control practices that will be used to footprint;install stormwater drainage system t0 collect roof control site erosion and storm water discharger.This runoff; and establish a 10-ft wide,+/- 1,133 sf non-turf buffer to Item must be maintained throughout the Entire be planted with additional native vegetation adjacent to wetlands Construction Period. boundary,all as depicted and described on the site plan prepared 4 Will this Project Require any Land Fillip,Gradin or ❑ Excavation where ere is a change to t e Natur i by Jeffrey T.Butler,P.E.,P.C.,last dated September 7,2023. Existing Grade involving more than 200 Cubic Yards (Note that proposed I/A sanitary system and related work located of Material within any Parcel? more than 100 feet from wetlands were previously determined to 5 Will this Application Require Land Disturbing Activities ❑ be outside Chapter 275 jurisdiction pursuant to Board of Town Encompassing an Area in Excess of Five TFiousand Trustees letter dated April 17,2023). (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? 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, p (SWPPP'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 1:11.The SWPPP shall be prepared prior to the submittal of the NOL The NOI shall be into and/or in the direction of a Town right-of-vay? 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 identify potential sources of pollution which may reasonably be expected to affect the Area?(This item will NOT include the installation of Driveway Aprons) 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 the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE:A Check Mark(X)and/or Answer for each Question is Required for a Completed Application). 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 ----------------------------- --------------------------------------------------------------------------------------- --- (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; 26th -- --------day f,____ October 2o23 Notary Pu -- --- -- --=-------- - -- -- -- - - K I M -H ; -S-TE -HENS ---- ------ ---- ----------------------- (sig u e of Applicant) FORM - 06/10 STATE 0 F NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AtIGUST 2, 2015 , NUTILt U I---- HtAKING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: DAVID & ALLISON AFFINITO SUBJECT OF PUBLIC HEARING: For a Wetland Permit to construct a ±772 sq.ft. second floor addition over and within the footprint of the first floor portion of existing 1,890 sq.ft. two-story, single-family dwelling with attached 606 sq:ft. deck and 375 sq.ft. porch (adjacent to existing ±858 sq.ft. second floor to remain), with no demolition or increase in existing dwelling footprint; install stormwater drainage system to collect roof runoff; and establish and perpetually maintain a 10' wide, ±1,133 sq.ft. non-turf buffer area to be planted with additional native vegetation adjacent to the wetlands boundary. Located: 1675 Pine Neck Road, Southold. SCTM# 1000-70-5-42 TIME & DATE OF PUBLIC HEARING: Wednesday, December 13, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 d 'La Glenn Goldsmith,President rldffalhr Town Hall Annex A.Nicholas Krupski,Vice President ,�� Gym 54375 Route 25 Eric Sepenoski H = P.O.Box 1179 Liz Gillooly o Southold,NY 11971 Elizabeth Peeples y�j�l �a4�' Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of DAVID & ALLISON AFFINITO COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ONEIGHTH DAY OR LATER I� Robert E. Herrmann , residing at/dba En-Consultants 1319 North Sea Road, .Sbuthampton, NY 11968 being duly sworn, depose and say: That on the 6th day of December , 20 23 , I personally posted the property known as 1675 Pine Neck Road, Southold; SCTM 41000-70-5-42 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,December 13,2023. Dated: (signature Sworn to before me this 13th day of Dec.2023 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK N ary blic COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 2015 C C NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: David and Allison Affinito SCTM#1000-70-5 -42 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Construct+/-772 sf 2nd floor addition over footprint of existing first floor to remain(and adjacent to existing+/-858 sf 2nd floor to remain),with no demolition or increase in existing dwelling footprint; install stormwater drainage system to collect roof runoff;and establish a 10-ft wide,+/- 1,133 sf non-turf buffer to be planted with additional native vegetation adjacent to wetlands boundary,all as depicted and described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated September 7,2023. (Note that proposed I/A sanitary system and related work located more than 100 feet from wetlands were previously determined to be outside Chapter 275 jurisdiction pursuant to Board of Town Trustees letter dated April 17,2023). 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 1675 Pine Neck Road, Southold 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.,Dec. 13,2023 @ 5:30 pm;Town Hall Meeting Room,53095 Main Rd,Southold 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. David&Allison Affinito PROPERTY OWNERS NAME: 220 Congress St.,Apt. 6G MAILING ADDRESS: Brooklyn,NY 11201 PHONE #: 646-717-2772 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. t PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 1000-70-5-41 280 Beverly Road Scott&Jennifer Schulman Scarsdale,NY 10583 1000-70-5-43 PO Box 248 Lois Golder Southold,NY 11971 1000-70-9-2 7810 Seddon Drive Charles P. Breitstadt Dublin,OH 43016 1000-70-5-22 P.O.Box 1179 Town of Southold Southold,NY 11971 I SECTION — SENDEF�COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complete items 1 ,2,and.3. `; A. signature Y-. $Agent I ■ Print your name and add fess'on't6 reverse X �„�—�j ❑Addressee so that we can return the Card to you. B. Recef by(Printed Name) C. Dat of YeD livery ■ Attach this card to the back of the mailpiece, 77 or on the front if space permits. Article Addressed to: D. Is delivery address different from item 1? s If YES,enter delivery address below: ONO Scott&Jennifer Schulman 280 Beverly Road 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered Mallr'" Scarsdale,NY 10583 ❑Adult Signature Restricted Delivery ❑RegisteredMailRestricted ' ertilled Mail® Delivery ❑Certified Mail Restricted Delivery C3 Signature Confirmatlon74 -- - --- — ❑Collect on Delivery ❑Signature Confirmation n n.ti�m w,mnar f/ransfer from service label) ❑C ,ollect on Delivery Restricted Delivery „Restricted Delivery 7022 13330 !00101 3.2 9 91. 3 4 3 0 :Mall Restricted pegvery ' . . . . PS Form 3811,July 2020 PSN 7530-02-000-9053 ..Domestic Retum Receipt 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 5th day of becember 2023 , 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 'led to each of said persons by (certified)(regisdeeci mail. Robert E. e n Coastal Managment Specialist Sworn to before me this 5th day of December ,20 23 KIM H . STEPHEN S NOTARY PUBLIC STATE OF NEW YORK CO MMI SSIO'N N0 . 5015931 Nota Pu QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 2.025 i F T U.S. Postal Service'm- C3 m M Domestic Moil Ordy. ru Domestic Mail Only M m 117 Q' Certified Mail Fee '._.. Certified Mail Fee „s � tt�if � Iru $ 3�Ib(a;r*� " Extra Services&Fees(check box,add fee as appropriate) /, Extra Services&Fees(check box,add fee as appropriate) �/ ❑Return Receipt(hardcopy) $ 7 ❑Return Receipt(hardcopy) $ �, ❑Return Receipt(electronic) $ `�)a DECtm;�a1r�k7 ap . i C] El Return Receipt(electronic) $ �;7 C8�+Postmark Q ❑Certltled Mall Restricted Delivery $ (•," eLR.lLv ,4 ' 0 ❑Certified Mail Restricted Delivery $ Ll, —F�r_ q } � []Adult Signature Required $ I O ❑Adult Signature Required $ ` C a ❑Adult Signature Restricted Delivery$ $�° O E]Adult Signature Restricted Delivery$ 1 M Postage fes°^, F�.,,,�!!! fl, Postage M cY� m $ — %�,, „^ R 1 Total - a } m Total Post ,t $ $ rru Sent Scott&Jennifer Schulman rru sentro Lois Golder ----------- o - PO Box 248 SiFee 280 Beverly Road r%- Stieetana City„ Scarsdale,NY 10583 Ciry,slate, Southold,NY 11971 cistal.Servl6e U.S. Postal Service. Wow CERTIFIED MAILO RECEIPT N Ln Dorpestid Mail Only Do.mesticMail • M im Er Er a :m Q' Certified Mail Fee �''t" Q' Certified Mail Fee w � � ru ru frl Extra Services&Fees(check box,add fee as appropriate eZOEIC 'td F Extra Services&Fees(check box,add fee as appropriate) ,�❑Return Receipt(hardcopy) $ e _ � ❑Return Receipt(hardcopy) $ (� r�'0 ❑Return Receipt(electronic) $ , `�rk 9P ! p ❑Return Receipt(electronic) $ f C3 ❑Certified Mail Restricted Delivery $ Here 4 C ❑Certified Mail Restricted Delivery $ 4��lv Here °l7 ['3 E]Adult Signature Required $ �/ O ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ ' I' ...... '-C.� ❑Adult Signature Restricted Delivery$ 1-3 Postage �� r m Postage ..•-'"r�y'Jf M Total Postal M Total Post, j $ $ rU Sent roCharles P. Breitstadt Sent To Town of Southold o StreetandA 7810 Seddon Drive Streetand PO Box 1179 ------ City,State; Dublin OH 43016 Southold,NY 11971 I City,State; --- i AM I�COMPLETE -- •N COMPLETE THIS SECTIOkON DELIVERY ■ Complete items 1,2,and 3. A. SI at re ■ Print your name and address on the reverse X 0 Agent so that we can return the card to you. O Addressee ■ Attach this card to the back of the mailpiece, B. Receiveb " by Name) C. Date of Delivery Received or on the front if space permits. DO✓IS /I/of 1. Article Addressed to: D. Is delivery address different from Rem 1? ❑Yes If YES,enter delivery address below: Q No December 22, 2023 Town of Southold Town of Southold PO Box,1179 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MallTm Board of Trustees Southold,NY 11971 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted etertified Mail® Delivery 54375 Main Road ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTm - ❑Collect on Delivery ❑Signature Confirmation Post Office Box 1179 2, tee,,,;—stien 113 Collect on Delivery Restricted Delivery Restricted Delivery Southold,New York 11971 l 7 0 2 0 i 3.3'3 D 010 01 I;3 2 9 91 3 4:4 V 11 lesfJicted Delivery Re: David&Allison Affini PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt 1675 Pine Neck Road, Southold SCTM#1000-70-5-42 Dear Board of Trustees: In accordance with the memo regarding Chapter 55 Notice of Public Hearings, attached for your files is a green return receipt card received in regard to the December 13, 2023 hearing for the above referenced application. Sincerely, 41mp n SENDERCOMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Signature V Enc. ■ Print our name and address on the reverse f 0 Agent so that we can return the card to you. X "'' ��" E3 Addressee n Attach this card to the back of the mailpiece, S. Received by(Printed Name) C.Date of Delivery , or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? Q Yes If YES,enter delivery address below. Q No Charles P. Breitstadt 7810 Seddon Drive 3. Service Type ❑Priority Mail Expresse ❑Adult Signature :. ❑Registered Malln' Dublin OH 43 016 j3 Adult Signature Restricted Delivery O Registered Mail Restricted Certified Mail® Delivery 17 Certified Mail Restricted Delivery ❑Signature ConfirmationTm ❑Collect on Delivery ❑Signature Confirmation ni... 1—rr f.f—�a�1 -i.hon ❑Collect on Delivery Restricted Delivery Restricted Delivery all 7022 3330 0001 3299 3454 iii!Restricted Delivery l PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt f 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting � I 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 si nig ficant 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# 70 - 5 42 PROJECT NAME David&Allison Affinito 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: Construct+/-772 sf 2nd floor addition over footprint of existing first floor to remain(and adjacent to existing+/-858 sf 2nd floor to remain),with no demolition or increase in existing dwelling footprint;install stormwater drainage system to collect roof runoff;and establish a 10-ft wide,+/- 1,133 sf non-turf buffer to be planted with additional native vegetation adjacent to wetlands boundary,all as depicted and described on the site plan prepared by Jeffrey T. Butler,P.E.,P.C., last dated September 7,2023. (Note that proposed I/A sanitary system and related work located more than 100 feet from wetlands were previously determined to be outside Chapter 275 jurisdiction pursuant to Board of Town Trustees letter dated April 17,2023). Pursuant to Southold Town Code§268-5 ("Review of Actions")and the corresponding definitions of"actions" and"minor actions"by §286-3 ("Definitions"),the proposed work meets the following definition of a minor action and should thus be determined to be exempt from waterfront consistency review: "Il.Additions to an existing building or rebuilt residential structure which results in no net increase in ground area coverage,except where the parcel is located in a coastal erosion hazard area." Therefore,all policy responses herein are noted as "N/A." Location of action: 1675 Pine Neck Road, Southold Site acreage: 1.1 acres Present land use: Residential,one-family dwelling with accessory swimming pool and garage 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: David&Allison Affinito (b) Mailing address: 220 Congress Street,Apt.6G Brooklyn,NY 11201 (c) Telephone number: Area Code 646-717-2772 (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? New York State DEC 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 1:1 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 8 through 16 for evaluation criteria ❑Yes ❑ No ® 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 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 11 No ® Not Applicable \ Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes FIN o® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southol:. .'water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATE october26,2023 Robert E. He=an Amended on 811105 �F� At EN-CONSULTANTS October 26,2023 Town of Southold _,� Board of Trustees 54375 Main Road ^t. Post Office Box 1179 ' OCT 3 1 Southold,New York 11971 223 k ` Re: David&Allison Affinito --- --•_._..._,..__�r �. , 1675 Pink Neck Road, Southold SCTM#1000-70-5-42 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. Photographs. 3. Four(4) site plans prepared by Jeffrey T. Bulter, P.E.,P.C., last dated September 7,2023. 4. Four(4) surveys prepared by Nathan Taft Corwin III Land Surveyor, last dated September 28, 2022. 5. Application fee of$1,250.00. I hope this information shall allow you to process our permit request. Should any additional information be required, please do not hesitate to contact our office. Sinc rely, Robert E. rrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting