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HomeMy WebLinkAboutStrong, Raymond SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 4054 R Residential X Non-Residential Fee $ 10.00 Septic X Cesspool PERMIT ISSUED TO: Name : MARK SCHWARTZ Address 1: P 0 BOX 933 City St Zip CUTCHOGUE NY 11935 Descripton of Proposed Construction or Alteration SANITARY SYSTEM FOR SINGLE FAMILY DWELLING. APPROVED AS SUBMITTED AND AS APPROVED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. REF #R10-11-0042, FINAL APPROVAL REQUIRED FROM THE SUFFOLK COUNTY HEALTH DEPARTMENT Name Of Owner RAYMOND STRONG Mailing Address 1 2205 BAYVIEW AVENUE City St Zip SOUTHOLD NY 11971 Property Address 1 2205 BAYVIEW AVE City St Zip SOUTHOLD NY 11971 Tax Map No. section 52.00 block 5 lot 2.000 Cross Street COLONY ROAD Building Permit Number Cross Reference: Issue Date: 1/31/12 Elizabeth A. Neville Southold Town Clerk (TOWN SEAL) k 111 �i,�'ci SO(/ry- ELIZABETH A. NEVILLE,RMC, CMC �t '`� Ol0 ; Town Hall, 53095 Main Road TOWN CLERK , 4 lis , P.O. Box 1179 % v, 1 Southold, New York 11971 REGISTRAR OF VITAL STATISTICS , ; Q MARRIAGE OFFICER . �O 1� Fax (631) 765 6145 RECORDS MANAGEMENT OFFICER l 11 Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER -�COUN I�,� Fax ��1 ����. •4I OFFICE OF THE TOWN CLERK 2 TOWN OF SOUTHOLD D L! 9 � [ W E TO: Southold Town Building Department L OCT 2 4 2011 FROM: Carol Hydell, Southold Town Clerk's Office BLDG.DEPT. TOWN OF SOUTHOLD DATED: October 21, 2011 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4054 for a Cesspool/Septic Tank Construction Permit submitted by: Mark Schwartz for Raymond Strong 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 locatio map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Final approval required from the Suffolk County Health Department 7,,,,i4„, ,,,‘,4 Signature /0/-3/it— Dated / cf FFOL "; ELIZABETH A.NEVILLE +i�`L` V Town Hall, 53095 Main Road TOWN CLERK % p % P.O. Box 1179 REGISTRAR OF VITAL STATISTICS � yj, � Southold, New York 11971 MARRIAGE OFFICER : 4064,_ '� 1� Fax(631) 765-6145 .. RECORDS MANAGEMENT OFFICER � OvooeoTelephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER =__'I--.--...,.#0', OFFICE �.'I 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 K or Non-Residential @ $25 Application No. Permit No. Applicant Name A4A- K „ C it-/(,,,, r ---e_. Applicant Mailing Address ed •60/ 93.E . C (iz &cvtil ( / 13C Septic Tank )or Cesspool Brief Description of Proposed Construction or Alteration /(fie E r/f F ,1J/-LL, f77c Location of Proposed Conta tion/Alteration: Owner of Property: f)v' /ZIA-) G Owner Mailing Address: Z or OAS, ti/ /L JU,,-Ti, D l/ -7/ Owner Property Address: S4A-7 Name and phone number of contact person Tax Map No: /090 Section C a Block 05 Lot o 2-- Cross Street C CL i‘J7 La NOTE: LOCATION MAP MUST BE SUBMITTED WITH 'PLICATION. NEW CONSTRUCTION REQUIRES SURVEY W . T . V Pile TMENT APPROVAL /77E ra2/ t � Signature of Applic. Dat Received by: a REVISIONS: HEALTH 5/2011 DEPT. Onm 11014 . Gasp p EL. 13.9' S;wc;�R?vai �i�' A M O Q U E 2011 .9 -.4 - 12�d5' DARK BROWN LOAM OL �A�:,,�� p,�aol© POND ,1111 . fY 0 AI G3119114GIDI'N BROWN SILT ML TIE—�I"E— III N 42"53' " . .. ' BROWN CLAYEY SAND SC `• /-- ice'W i — - — - — 5 ,t11,� ZONEX •mu PALE BROWN FINE TO N a a �.. 15IY RADIUS COURSE SAND SW a n FROM SEPTIC 1,0111 .�.a •' p O 4 ' 150'RADIUS u FROM SEPTIC OMITS OF CLEARING .�T .0,4i.1111111111.1111 EL. 0.8' 13.1' it qd a Ala--....... 1! i , 4 '.._ ,� WATER IN PALE BROWN FINE DvvELLINGWITH vueucw ''a Fq��ME�S{� RCO � N,o./FSOHN1 HA Mfr TO COURSE SAND SW W . '.:IIS . ...:E.li3' . , h DWELLING WITH PUBLIC WATER >•/1 ;5 tJ . .: rl Z _ O rs.• it � REMOVE AND FILL y4 ' anwu •.r: .' i.l. .e EXISTING SEPTIC i�s ^" Com' O A t -"....:::::: CM SYSTEM PER ECHOS W I _ REQUIREMENTS * ,.,.., }Ar �''r I Z BUILD UPGRADE1 PER TEST HOLE DATAA x n newu..a•r AREA OF EXISTING SCHf REQUIREMENTS . a Z.3' :a u.o SEPTIC SYSTEM TO ELEVATION 1{.a '1+ { � G; aE - 4 FOR SEPTIC JNMNSYSTEM McDONALD GEOSCIENCE f �z �" �� MAINTAIN MIN.2a min. 1 IR s 44 NEST N SEPEMTION BETWEEN ^ • » / EL 13.9' ..�. SEPTIC SYSTEM AND 04/26/2011 .. DRYWELIS PER SCHDf e r A rd 1..L, ® MAINTAIN MIN.10 min. R *fi• ,a f S 46'41'30"E 160.00' SEPERATION BETWEEN :. 0 /\,/ i wr� SEPTIC SYSTEM AND > w/ V3 WATER UNE PER SCHDS '.. ;;>t F,L� muo ww..evr tK 7,..,2., ' ... a {25.8'' BAY:VIEW AVENUE .. i (WATER IN STREET) �' SCTM# 1000-52-5-2 2 (VACANT) 4 O Q IBUC LINT. /ca6:0'r PUBuc WATER 150 RADIUS -� FROM SEPTIC ♦ Abandon ent of existing saI'"-:ra1 ;st::li►1US ,e Irl a comformance with dcp r=ma?'t re-:s Ihement `�Ibmit o completed form WWM- Q5a, ,�proo SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES x 3. E\7 PERMIT FOR A IPROVAL OF CONSTRUCTION FOR A `� SINc;..E FA: ILY RESIDENCE ONLY 0 m 2 `� SURVEY: 05-03-2011 N Q • MEETS AND BOUNDS: SITE PLAN DATE ,aci I. I-i.�. REr. No. Rlc�—� t —c�c�y PECONIC LAND SURVEYORS, JOHN METZGER SCALE: 1" — 50'-0' APPROVED A�� L 1k-ci(ciA a LIC. 49618 — _ _ (0 FOR MAXIMUM OF BEDROOMS DRAWN: MH/MS SCALE: 1"=50' EXPIRES THREE YE$`.RS FROM DATE OF APPROVAL JOB June : FLOOD ZONE FROM FIRM MAP ,2011 SHEET NUMBER: 36103C0158H S.,.1 L I' :IRONS: 11 06/13/2011 l ii IN--------------A1(5° ' ia.6'deepo03 � N / O/ F JOHN J. HASSETT Jr. JZ 4N2 STY. FRAMED HOUSE �12YV1IELL /� �EL ;% NfIN.FLR.:EL.16.5' f— DWELLING WITH PUBLIC WATER Q 1z.9�® D.WW20VD.W 1•fYMEN O 8'dia.6'deep S o EX STING SEPREMOVE DTICLLoDRYWELL j 1�s T Iso e: - 6' SYSTEM PER SCHDS ..35 19.s t 13 2 REQUIREMENTS a 4 w � � c' BUILD UP GRADE PER at) o n n / NEW GRADE AT EL. AREA OF EXISTING SCHDS REQUIREMENTS 24.3' .. SEPTIC: EL.14.0' 13.8'"• SEPTIC SYSTEM TO ELEVATION 14.0' 1 EXISTING / ��� ? FOR SEPTIC SYSTEMcsi . 1 STY. n ;________•__ S `V GARAGE 11.E MAINTAIN MIN. 20' min. TEST HOLE SEPERATION BETWEEN W C. EL. 13.9' EL. 14' SEPTIC SYSTEM AND v1 / DRYWELLS PER SCHDS MAINTAIN MIN. 10' min. x x a, UTILITY 1 UTILITY �'� � .49:: EX. DRIVEWAY S 46°41'30" E 160.00 SEPERATION BETWEEN !f POLE PAVERS 4 WATER POLE SEPTIC SYSTEM AND iii'. fi>. qa METER WATER LINE PER SCHDS i a a EDGE OF PAVEMENT 0 ,r4-,' 9 x, O 6 A Y V I E V�! AVENUE SEE ATTACHEDLEDC/IOAFLi.EZ:TD1F.TrAIsN1 '1, a ATER IN STREET GRADING PLAN `� SCTM# 1000-52-5-2 (VACANT) DWELLING x W o PUBLIC WATER o g � I'''' N N PROPOSED SEPTIC LOCATION: SYM.: DESCRIPTION: FROM FROM PARTIAL SITE PLAN LOC. A: LOC. B: \ : ST 1500 gal. SEPTIC TANK 19.0' 20.1' SCALE: 1" = 20'-O' SCDRAWNALE: 1MH•./zaMS lt; JOB B: LP 1 8'dia. 8' deep LEACHING POOL 30.4' 35.5' . \ Julie 15,2011 LP 2 8'dia. 8' deep LEACHING POOL 34.1' 30.2' SHEET NUMBER: S-2 REVISIONS: HDAH 04/15/2011 PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) HOUSE FIN. FLOOR: EL. 16.5' ' fl FINISHED GRADE . �'� ELEV. 14.0' FINISH GRADEI. ELEV. 14.0' moi' .� ii TOP EL. 13.0' JJf-1'MIN. TOP EL. 12.4' I ti e 1'MIN. .0,---6"� 1 1 1 MIN.4"DIA. I L a 1500ga1. LEACHING LEACHING e 14' APPROVED PIPE "‹ SEPTIC _ 8, APPROVED PIPE POOL POOL ' e u 12.5'j 2.5 min. PITCH 1/4%1 TANK — min. PITCH 1/8"/1' 8'-0" 3'CLEAN a " -INV. EL. 11.6' A W INV. EL, 12.2' ( I Ii �-- SAND .z INV. EL. tn ci 11.7' , 8 3' 1 COLLAR Y 'g a 3 ---8' � 8� I �.' 8 MIN. , i u 2 POOL SYSTEM —BOT. EL. 4.1' GROUND WATER ELEV. 0.8' w r, VD 0 MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM p 9 NOTES: ;;. ,3 4qc i.. !'T'! BUILDING WEDS(1) r' 'L ,;".-. ^ �� 1. DISTANCES BETWEEN LEACHING POOLS AND WELLS ARE BASED UPON DEPTH OF THE WELL(S)INVOLVED OR REALTY SUBDIVISION.f, 34 ' REQUIREMENTS.REFER TO"STANDARDS AND PROCEDURES FOR PRIVATE WATER SYSTEMS". ,I , ;�• w FROM THE PROPERTY WATER LEACHING STORM SURFACE SWIMING :"X, '> w 0 CELLAR SLAB PUBLIC PRIVATE a,� NEAREST PART OF LINES LINES(3) POOLS DRAINS WATER(2) POOL 2. DISTANCES BETWEEN LEACHING POOLS AND WETLANDS ARE SUBJECT TO APPROVAL BY THE NEW YORK STATE DEPARTMENT f r lir ENVIROMENTAL CONSERVATION PRIOR TO ISSUANCE OF SUFFOLK COUNTY APPROVAL. (�j§�{I' 44....44'.4 W S 14 N SEPTIC TANKS 10' 5' 5' 10' 8' 20' 175' 75' 75' 20' 3. IF PROVEN TO BE ABSOLUTLY NECESSARY.WATER LINES MAY BE APPROVED WITHIN 10 FEET OF A SEWAGE DISPOSAL SYSTEM. 'L� T " ,.:t:,...7.4^ PROVIDED PROVIDED THE WATER UNE IS PROTECTED FROM CONTAMINATION OR DISTURBANCE(eg.INSTALLATION OF LINE INSIDE A , {� '�* , y O U LARGER DIAMETER LINE FOR PROTECTION). 'IL �7 LEACHING POOLS 10' 10' 5' 10' 8' 20' 200' 100'/150' 100' 20' i l a - 4.INCREASED DISTANCE MAY BE REQUIRED BASED UPON SITE CONDITIONS. a W rn LEACHING POOL NO CLOSER THAN EXISTING j��}, ADDITION 10' 10' 5' 10' 8' 20' 200' 20' POOL OR 100' 1 SCTM# 1000-52-5-2 1 LEACHING POOLS NOTES: SEPTIC TANK NOTES: 1).MINIMUM LEACHING SYSTEM IS 2 POOLS:8'DEEP.8'DIA. 1).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. I q 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 �-I O 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE psi AT bA (OR EQUAL). 28 DAYS. • O Q p gip, 11 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A N BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. ' MAINTAINED. 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A DRAWN: MH/MS MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED SCALE: NTS SAND OR PEA GRAVEL. JOBB: June 15,2011 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. SHEET NUMBER: S3