Loading...
HomeMy WebLinkAboutAriens is, ELIZABETH A.NEVILLE,MMC ./..a.�� `I *„%, Town Hall,53095 Main Road TOWN CLERK . c - . ".. `': - % P.O.Box 1179 1�: i N k ,:,,.;,.:.i4 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS ; ;_3 .,F 4 0 Fax(631)765-6145 MARRIAGE OFFICER : �* ' ".. . '�®�•,” Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER OI l�,d www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER -,,,,,,,,,am- , T \ OFFICE OF THE TOWN CLERK D ECEUVE ) ` TOWN OF SOUTHOLD J1 JUN 2 3 2016 TO: Southold Town Building Department BUILDING DEPT. TOWN OF SOUTHOLD FROM: Sabrina Born, Southold Town Clerk's Office DATED: June 22,2016 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4397 for a Cesspool/Septic Tank Construction Permit submitted by: Christopher Ariens . Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. * * * * * * * * * * * * I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Final approval required from the Suffolk County Health Department 211e—re-7,717 � _�z�Signature Dat - / S ,g ._ _ ____.„_ le ii". r ELIZABETH A.NEVILLE _*\)' ..' ' �4\ ��' Town Hall, 53095 Main Road TOWN CLERK 1 ez ; P.O. Box 1179 REGISTRAR OF VITAL STATISTICS k 4 $ Southold, New York 11971 MARRIAGE OFFICER -, '' 1� Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER �=44 �O�Ise Telephone(631) 7654800 FREEDOM OF INFORMATION OFFICER - '{ �'rr��� southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @$10 )Cor Non-Residential @$25 Application No.g3 97 Permit No. Applicant Name C A, ' -00 +i' Applicant Mailing Address 00(\ICAM 106 LA id Septic Tank 'C or Cesspool* � ��"� Brief Description of Propose C istruction or Alteration WOO 1 00 0 6 P4` --5-e-- 1 'l Od c :� Location of Proposed Construction/Alteration: Owner of Property: e .L 1 . i 1•. at rt `: / f (� Owner Mailing Address: 41061 W I 1 e S • !1.L 3 [ yak, Ny loo,%, Owner Property Address: 4{ HP- O3___� W___ c of 6' klY Name and phone number of contact person Tax Map No: Section i 4C Block 0 it Lot_f7 Cross Street IL-_W' 0_0 dt, NOTE: LOCATION MAP MUST BE 'ON, ITTE► If -•' LICATION. NEW CONSTRUCTION REQUIRES SURVE ' ., i EPARTMENT APPROVAL Signature of ppli IOW Date Received by: Survey of Property EXCAVATION INSPECTION REQU[RE® Top of Floor + u.o' Charles W. Southard Jr. , finished Lot 10 4 Westerly Half of Lot Q FOR SANITARYSYSTEME T cover grade +10.0' Top oLwall Map of Edgemere Park I �Y �'$P �-eaT grade •wt.0' 1 �4- •_, �t iZ G I I T G T Piled -2-I131 Ma # 742 �-I invert r P�`-, Imr.BQ.q. +� Inv. 435 Bay Home Road Map r-� -lG flail line , Top of grade 10,-0- �� +41.00 Southold, New York I1a71 Situate f +8.0 s•-0• I e•�• Laurel + ir 50 `f • m II`Vea Ooo gallons m Phone (631) 471-5228 Town of Southold _ liquid Suffolk County, New York Bottom of Leaching+432' •coarse d 4'dla cross over = - Gwsarchitect@optonline.net • Lot Area = 14,235.17 sq. ft. I as 8° above bottom Bottom 332 ;� Bottom of footing Bottom of footing 01 Highest expected Water Level +1.32' PIP" coarse sand Water Level +1.32 a +4.0' Vertical Datum Mean Low Water 0.00' + 4.0' - Elevations are referenced to N.G.V.D. 1188 Datum NOTES: • ! • Lot Surveyed by Michael K. Wicks I. Minimum leaching system for (4) be ooms of 300 sq. ft of NOTES: Land Surveying June 5, 2014 / I. Septic Tank for (4) bedroom is 1000 gallons site PLans scale I"=30.0' Grossing sidewall area (5) pools of 5' deep x 8' die. 8' long x 4'-3" wide x 4'-6" liquid depth MacDonald EP+4.011' 2.Leaching podls are to be of relnfo Iced precast concrete 2. Concrete 3000 psi min rings with covers, domes, and or slabs 3. 3" wall thickness, 6" topand 4" bottom Site Plan $ Location Plan 20 EP+5.12' 65.0' 0.1 )./‘'5- `� N 51d O1'oo" E �_ p w 5. All covers shall be reinforced preast concrete all reinforced for 300 psf y _ ® 4. Maintain 10' between leaching pools and water line 5. Installs •}yG ,watertight �" \ 1415' _ -,�� �' t •nk level on a 5" bed of compacted �1-TECT �a24 •- '� , 5. Maintain 8' between septic tank and leaching pools sand o a ••;ravel Q,r� ARD Lit - •eA 6. Mainta! ¶ b�-tween septi •-nk and house P ��N `i' U < (► i n 6. There are no wells within 150 of property lines p O p � .5• a �l` � p ° , Q m ! ° z L , d Ca•� ® ritary ,, 13 1 1. ApproximatelyI50 c of coarse s nd or pea gravel f11r y; 1'r. o IP El 4 - ,- -.o' r' o t � N y 1'A t h 3 , z - ; CI .0 S i m`u a��o_ F=- IN -soon c =v- Y • • 0 c. n 1T .'ll�1 0 iki-s a < ' C� t a , a all `I" hi Sanitary Profile �> \ acs, ►# o . la F . I finished grade ,. e - a,l ® lid scat® I/4 I-O t= \ t 9 Ir �. i- U 1- a i ' r �i=111 11=t,'='1-1• 0 0 • o MacDonald Grossing = e'/ u1 ``C h i ..e +O.O' -'I i=1n- I !il I I �Lt ,t .- 0 a 1 0 o w ' EI. +5.12 1 lil-1� _i�f_ti co o 01- 5' _ -- -I '-Deed 'Sara-- =o' I li�> -M_15--its i ea,. . < a m a :miLAL_ _ %- Location Demolish $ Rebuild Wood La Lt. iiii � e- - - -= o I--1 a 1'.r r-- > j O LX da_ i, Mixed sand '�- I�iLL -"y �, �� ► i , �'�•• . 4 loam i'1605-11-1-1.0_101-014.1• - rsa cc c�_ 1'x Frame Residence for -I a t,1' [s. cn '�7�I r�111_� ` 2' 1 Ifl III I� 11 rte. C < G1: A ® iri' fr�Il��■ mei Pale brownl1TiilTifiTI1 •Sit- x � Chris Arlene ��"�-1 Fine sand weir level Glean sand and) Crf � e LOCATION PLAN a �. ` mum oval kFlll� kwes lit El... >- a w ± \ 26w I ► I ►,t 38 132 -1 ' j , Q .r \ p W : �i, I'�`j1= :� water In pale III 1 �4t,t, �^ .„i 'r 111 brown fine sand waterproof ng SP t;& •y ..4•C REINFORCING BAR SCHEDULE _ _ r a .. : I2 of gavel pI. ' e KEY REBAR SIZE REBAR SPACING M I ILI�1 """'- water in ;._ I'�`fI' - `- cd - 9s. t! iErl - 'floor EI +IL,• brown bog backFlh x-t-/f.4 i----------- ® a 5 12"O.G. SEF U !_, �`� B Pieter In brown Pt { rt IlIlc can San-`aid a 4 12"O.G. v �1� 1- R stilt sand a 41'1. I-d9ravel bac Ill ® a # • 111111 . ;fit �i- ;, " Lo! c1! IRI SUFF.CO. HEALTH SERV 1 .. 10 t 1;81=1i=il=1 T i= E © a 4 18 O.G. , -- water ale ' '' _ -0' .1i-,1=III-111-r � TB9.66' brown fine sand F11'111I =1 ® a4 12"OGcB� jt t. _ =1 1=1 T= 1T (� �' \ t 1'i; Illllh JII ® a 4 12"O.G. End of test hole I 1 ` 1 !" 455 MacDonald Crossing od bulkhead t_ MacDonald seoecience ,� § RETAINING WALL • £ July�,2015 I i' not to eG,I, Laurel, Nev York w `' s•-a• 'S S.C.T.M. NO. 1000-145-04-17 x7S+6.0. Lot Area = 14,235.17 sq. ft. to mean high water mark I'1 2015 2 PROPOSED SITE PLAN July -� � Impervious coverage area = 2052 sq. ft Building Area r AND BU I LD I NCS LOGIAT I ON Pervious coverage area = 145 sq. ft Raised wood decks Aug 25, 2015 Ikhe-d r m Sept I, 2015 Mean HI - -r4 I� e e Aland' The proposed lot coverage = 2,052 sq. ft/ 14,235 or 14.6 % S- -ter Mark :2.2s• DRAINAGE GALGUL• ;TIONS: = 1201 sq. ft gravel driveway \ty 52d 44' area Material area run-off Goef. Rainfall = volume = V.F. 43."15' d�® Building Roofing I a 2082 sf 100% =.161 =541.1 of Abandonment of existing SaFr od S t n -w Water M- YS►� must b c�:�. TOTALS Use 8' dia. Rings @42.1 c.f./ v.f. 347.7 c.f./42.1= 8.26 of comfonnance with departp3ent requir_i►\nt Submitof I completed form WWM- Use'(3) 8 dia. 2 deep leaching pools and (1) 8' dia. x 5' deep = 1 of