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HomeMy WebLinkAbout1283DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 25.70 -1 -66 BOX 12 01283 Is .ro1@1 �. r� Ir J ■ m` .. r. f r' r X0 . ' . r r r I '�, Li [' . , '� 01283 i F { L PUTNAM COUNTY' J ' ' Division : of Environmental j Kt, CONSTR PERMIT FOR SEWAGE DISPOSAL, SYSI Located 3at " ''Subdivision AMP S ibd : ?Lot Owner /Address Builtling .TypeIL�L Lot Area a� Number::of Bedrooms _ Design Flow c /r %o -66d u Separate_,Sewerage System to consist of ,u /� '' TO be constructed by Water Supplyubhc Supply. From Private upply -to be drilletl by %Address ;+ Other Requirements `1' ^ "s I "represent thaE l am wholly and completely. responsible for design -ar above, described, will be constructed asihow,n on the app roved`amendmen County ;bepartment of - •Health; ^:and +.that. n completionahereof a''Car be submitted to 'the Department,' and a - written: guarantee will 'be .fui place, in good„ operating. condition,any. r5rt of'aaid sewage disposal ance'of ahe approval of the 'Gbrtificate cof. Construction Compliance _ will be located as shown;on the approved plan and that said well will be it County •Department of Health Date � •� c yg a: Address -APPROVED FOR CONSTRUCTI :ON Th'isapproval'expires.'one year, f► rgyocab {le: fors Cause or may; be`;amended or modified Whimconsidered:ne requires ". new permit 0pprovedI for disposal of:domastic`sanii a ry s x Date Rev 6/85' 1 I+ -r )EPARTMENT OF HEALTH z ENGINEER TO PROVIDE PERMIT # .- ON CERTIFICATE OF COMPLIANCE.' fealih Services `Carmel N Y 10512 PERMIT' # EM gown or -I lage. y Tax ;MaPA '� Baock:'.'.�!� Lot'_'- : / -x'n' '.4I. v 1 Y ' t. Renewal �;O Revision < < VV �'J �r Date Of Previous Approval i (Jr �r" Fill Section,Only ❑ '' . P C H V D Notification- Requared '• .� c ^o r,A:✓. 170j t AAt.O k h Address i r location `of l the proposed there -t0 andaln aCCOrdanCe.N ficate•�of Constructlori Comj ished the: owner his miccesst rstemi during3he:perbd of f f . the original,system ' or. any Called. in act' dance witht ti L m 166-L. at d unless to issary; by the;.60, ksioner +vage; and /orprivate 'water 7 1 y Fstem('s); 1) that the separate sewage disposal system th the and reggiat ions of, tho u nam• fiance" satisfactory to -the Commissioner of Health will . s, heirs or assign3,by the builder; that said builder will X0,(2) yeas immediately, following the date •of, the issu epairs thereto; 2i that. the drilled well described above e`, lord rulei` and regu aTiions: f ..the . utnam W. .. P.E. ' �fi A. .. V License No, OF struction .of the building has been undertaken and' is of Health. Any change or. alteration of construction upply only Title ' h,. PETER C. ALEXANDERSON County Executive William Zieler, P.E. RFD #11 Box 242 Concord Road Mahopac, New York 10541 Dear Mr. Zieler: DEPARTMENT OF HEALTH Division "Of Environmental Health Services 110 Old Route Six Center, Carmel, New York 10512 (914) 225 -0310 February 17, 1989 Re: Proposed Construction Permit Glen Fortuato, Zurick Road (T) Patterson TM 84 -3 -18.1 ENID L. CARRUTH, M.P.H. Public Health Director JOHN KARELL Jr., P.E. Director Review of plans and other application materials relative to a construction permit for the above captioned property has been completed by this Department. Based upon such review, and pursuant to the provisions of Article III of the Putnam County Sanitary Code and Part 75 of the State of New York Official Compilation of Codes, Rules and Regulations, you are hereby advised that approval of these plans cannot be granted for the following reasons. ,..._Re_r_cQl t.a.gn._rat0 o_f__ .8 , 1.f eat - of .2 foot wide absorption trench is required for a three (3) bedroom residence. k This includes the primary area plus expansion. The plkans indicate that only 385 feet are available. 2. Deep test holes, witnessed by this Department indicate that deep test holes "A" ..and "B" are 2 feet and 4 feet to ledge respectively. This would require limiting the sewage disposal system to an area within the limits of test hole B and C and excluding the area represented by test "A ". This further reduces the area available for sewage disposal. F a Zieler -2- February 17, 1989 3. The existing sewage disposal system located north of the proposed well appears to be closer to the property line than indicated on the plans. Therefore it is questionable whether the required 100 foot separation distance can be met. Returned herewith, please find one copy of the sewage system plan. If you have any questions, please.call me at 225 -0310. Very truly yours, William Hedges Sr. Public Health Sanitarian WH /Jp cc: BH BI (T) Patterson ELC File c \ �3 1rb #11 Sox 242 p L7oncozc� �d. -Mafo #ac, � T. 1 0541 q14 -628-4764 February 7, 1989 Putnam County Dept. of Health Div.. of Environmental Health Services 110 Old Route Six Center Carmel, N.Y. 10512 ATTN: Mr. Robert Morris Re: SSDS Glen Fortunato Zurich Road P (TM 64 -3 -18.1) Dear Mr. Morris: Attached is revised Septic Plan prepared for Mr. Glen Fortunato. Deep holes were dug in the presence of Ms. Burdick. The deep hole information is as follows: A. 2' deep to ledge B. 4' deep to ledge C. ' deep -to ledge _..- W -titer- encountered at 2.-12'.- This lot is very tight and allows very little room for expansion. Please comment so that I might advise my client as to any possibility of building a residence on this lot. Very truly yours, Willi F. Zeiler cc: Mr. G. Fortunato . ._.P17TNAM..COi_1NTV__14F<ALTH - DEPART FNr.... DIVISION OF ENVIRONMENTAL HEALTH SERVICES L John M. Simmons, M.D. Deputy Comnissioner of Health - FIELD ACTIVITY REPORT - Sheet - of < INSPECTION NAME — Orig. Routine Orig. Complain ADDRESS Orig. Request N Street Town I1 No. — Compliance _ Complaint Camp MAILING ADDRESS Final P.O. Box Post Office Zip Code _ Group Illness Construction Reinspection PERSON IN CHARGE —nerd, Sampling Only OR INTERVIEWED Field C,ot4ference Name and Title DATE - — Other TYPE FACILITY 7j� TIME ARRIVED �� TIME LEFT FINDINGS: r i T 4c) (e- � -- i G - 0 a A Explain INSPECTOR: TELEPHONE: Signature and Title PERSON IN CHARGE OR INTERVIEWED: I acknowledge this Field Activity Report. SIGNATURE: ME TITLE: wetlandsron /or proximate to property .............. Property lines or-corners found ................... Can estimate house - location ........................ Will driveway need cut ............................ Must trees be removed - note these................. Deep holes representative of entire SDS area...... Additional deep holes needed ...................... Sufficient SDS area available considering driveway cut, house location, separation distances,etc... Adjacent wells /septics ............................ D.H. 1 Lot D.H. 2 Lot Depth to G.W. Depth to G.W. Depth.to rock Depth to rock Soil Descr 0 ft. 3 ft. 6 ft. 9 ft. 12 ft. S� i11 'Z u Soil Descri tion 0 ft. 3 ft.� / Zr 6 ft. 9 ft. 12 ft. D.H. - Deep Hole G.W.- Groundwater D.H. 3 Lot Depth to G.W. Depth to rock 0 ft. 3 ft. 6 ft. 9 ft. 12 ft. Soil Descri tion DATE: FINAL SITE INSPECTION INSP.BY: I YES NO COMMENTS House SSDS located per approved plan ............. Length of trench measured Width of trench average Slope of tile line and trench acceptable......... Roan allowed for expansion trenches .............. Over 100 ft. from watercourse .................... Natural soil not stripped or SDS area unnecessarly graded............................. 10 ft. maintained from property line and 20 ft. fran house .............................. Distance well to SSDS (ft.) ...................... Number of bedrooms checks..... ................... Stones, brush, stumps, rubble, etc., greater than 15 ft. fran nearest trench..; .............. 15 ft. of peripheral soil horizontally fran trench.......... ........................ Boxes properly set ............................... Could surface runoff fran driveway, roads, ground surface, etc., channel near SDS area.... Does lot drainage appear OK in area of SDS....... FINAL GRADNG OF SITE ACCEPTABLE.. ... •:.Z+J1} >Y. .�. �..'n. .. ......:. .\y.1 .....wvwu�L'3.n:.:a..; ...:••.ate:...•. w.:.� \v..`.W 61. 0�.iwl- .....:......�n\w�.•..�4a •y Y.Y :. v.-- :._.u.,...�....::..F ..�..s:�.ec:M.�. � -. ..;.u.a+..l .. W .. —..: •�aul.:cta.e.+...a.�:.aV.�.o•r w.. �c�...►+.. ioa. �a. s. iwYs.... l'`.,: e... i•. :1u+:.w.a•.:..:..w+�•Sa::.:...• • E WS 5 r C / 0 -FFN OPPY Y9 REVIEW SHEET - CONS'T'RUCTION PERMIT S I U� T �u�•J= BY: (Name of Owner) ( Street Location COMMENT'S YES . NO D0C[MWM Permit Application Corporate Resolution Plans - Three sets Engineers Authoriiation- Design Data Sheet (DDS) Deep Hole Log consistent Perc Results (3) 30" Perc Hole Other • Muse Plans ` .Two sets If PWS - Letter Variance Request REQUIRED DETAILS ON PLANS . Sewage System Plan Sewage System Hydraulic Profile - Gravity Flow Fill Profile & Dimensions - Volume D or =J Boxrench /Gallery; Pump pit details Septic Tank - Size, Detail V Well Detail, Service Line Construction Notes Design Data Two--Foot Contours Existing Driveway & Slopes Cut if over & Proposed Footing /Gutter Curtain Drains Perc & Deep Holes Located Representative of Sewacie & House - No. of Bedrocros Wells & SSDS's w /in 200 ft. of Property Located rProperty ::Metes :'& Bounds House Setb k Neces -_' ry (Tight lot) House Sewer - 1 /4 " /ft. 4 "0; Type pipe No Bends; Max. Bends 450 w /cleanout SEPARATION DISTANCES SP=IED ON PLAN Fields 10' to P.L., Driveway, Large Trees 20'•to Foundation Walls 100' to Well; 200' in D.L.O.D, 150' pits 100' to Stream, Watercourse, Lake (inc. expan) 15' to Drains- Oartain,Storm,Leader,Footing 25' to Catch Basin 10' to Water'Line (pits -201) Septic Tanks 10' fram Foundation 50' to Well 15' Well to PL GENERAL Legal Subdivision Subdivision Approval Checked .Ex- approval SSDS Adj. Tats Checked Wetland (Town/DEC Permit R & D) Data On DDS Plans & Permit Same DAVID D. BRUEN County Executive DEPARTMENT OF HEALTH Division Of Environmental 'Health Services June 9, 1986 Mr. William Zeller RFD #11 Box 242 Mahopac, New York10541 Re:Proposed SSDS Sigur Jonsson Zurick.Road (P) TM 64-3-18.1 Dear Mr. Zeiler: JOHN SIMMONS, M.D. Deputy Commissioner Review of plans and other supporting documents submitted at this time relative to the above-captioned project has been completed. Convents are offered as follows: 1) Design is for a 3 bedroom house, .4 bedroom house plans were slat pitted. 2) Show trench layout in expansion area. 3) . Show bottom of fill on SSDS plan. 4) '*'A percolation test is to be witnessed by myself or a representative of this Department.. 5) Plan notes above captioned property in the Town of Carmel, the property is.located in the Town of Patterson.. .6) When site was field inspected deep test holes were not at the depth indicated on data sheet. 7.).,-,-.,PrcpektY. metes and bounds not' shown on -plans. Upon receipt of a submission, revised to reflect the above comments, this application will be considered further. Yours very truly, Robert Morris Environmental Health Technician RK/jp TWO. COUNTY CENTER CARMEL, N.Y. 10512 (914) 225-3641 "A CpG� * PUTNAM COUNTY_''HEALTH.DEPARTMENT - FW DIVISION OF ENVIRONMENTAL HEALTH SERVICES John M. Simmons,._ M D., Deputy Commissioner, o.f'.:Health "`= ..FIELD ACTIVITY REPORT Sheet of ;'• INSPECTION NAME, 'Sor_A) c� IGVR. ©SCR —: Orig. Routine .c� Orig. Complain ADDRESS` ®7V C�'/ '" 3 l~� - Orig. Request No. Street. :Municipal.ity (.T)(V);(C) Compliance. Complaint Comp MAILING ADDRESS _ Final P.O.- Box Post '.'Office Zip4 Code — Group Illness Construction TELEPHONE Rein'spection PERSON IN "eHARGE Field Sampling Only P g Y OR INTERVIEWED .' Field Conference'. Name and Title,. -Other DATE TYPE .FACILITY TIME ARRIVED. ': TIME LEFT °. - ExplAin FINDINGS: 4797 i. <'r bz P _ `-c ,l ° 11 A E' 14" . 4.1,. AM �r� i�� ®�� � ®L® A'-i liirrjr,0_/Ar���/�Ar, C'-1 ;PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES COUNTY OFFICE BUILDING, CARMEL, N. Y. 10512 DESIGN DATA SHEET- SEPARATE SEWAGE DISPOSAL SYSTEM FILE NO. c Owner �/l, ��c�2;�LcSd,J Address ,C3X U ffd C- l Located at (Street) �J Sec. _' e Block Lot ( indicate e /cross s r e J Municipality /Qi���OGV Watershed _ SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS H010 — Number CLOCK TIME PERCOLATION PERCOLATION _ apse Depth to Water Water Level No. Time From Ground Surface in Inches. Soil Rate Start -Stop, Min. Start Stop Drop in. Min. /in drop Inches Inches. Inches 1 23 L ` 3 `� a 27 S-3 2 z 3y 4.3: 2,2 3 L s? 2- z� 2-7 y,•� _ 1 z' y3 -2-111 �7 3 7 _ _ .._ :....... ,__ �... _ .. �. _ _ .... __.. _.._ _ .. _ ....._....... _ . _ ... , _ .......... 3 3:3 Y y , 3-o 5 — 1 2a"'__ 3 P_ TNe _ OF HEALrij Notes: 1) Tests to be repeated at same depth until apppproximatelyy equal soil rates are obtained at each percolation test hole. A11 data to be submitted for review. ' 2) Depth measurements to be made from top of.hole. TEST PIT DATA REQUIRED TO BE SUBMITTED WITH APPLICATION R TIC OUNTE.P;ED- -IN - TES'3' DEPTH HOLE NO. _ HOLE NO. y HOLE NO. G.L. t. 611 1211 _ 1811 e /� !A/� 0 A- 2411 3011 3611 4211 x+811 5411 6011 Z. 7211 7811 84" INDICATE LEVEL AT -WHICH GROUND WATER IS ENCOUNTERED i LiL' V L H WATER- E IaES AFTER BE .NG ENCOUNTERED— INDICATE TESTS MADE BY Date jr— 3 —,, DESIGN Soil Rate UsedS -/o .Mi Vl "Drop: S.D. Usable Area Provided yoe0 *S>— No. of Bedrooms Septic Tank Capacity, o Gals. Type G Absorption Area Provided By 3 3?�, L. F. x24" ,'— - •wXcLth trench. her Address THIS SPACE FOR USE BY HEALTH DEPARTMENT ONLY: Soil Rate Approved Sq. Ft /Gal. Checked by hi 0 Date a PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES Date'' Re: Property of Located, at -Z-lI _1C 14 (T) Section _Block Lot r01-1 — Subdivision of /� /�i�!/iK( L✓4�� Subdv. Lot 7Filed Map # �`i �t.� Date 3 °- 2fJ --3f Gentlemen: This letter is to authorize a duly licensed professional engineer or.registered architect (Indicate. T� ,,,to apply for a Construction,Permit. for a separate sewage system, to serve the above noted property in accordance with the standards, rules or regulations as promulagated by the Commissioner of the Putnam County Department of Health, and,to sign all necessary papers on my, behalf in connection with this matter and to supervise system or systems in conformity with. the construction of said the provisions of Article 145 or 147, Education Law, the P +,i JJP,41th. Law, tary Code. Countersigned; P.E. , .J-,-A . and the Putnam County San:i.•- 1y truly yours 3 f .OUNTY 0 er of Pro y Po Address ,I A 6 v _ Aaaress Town Telephone 6 Z� y7G Telephone i 8,- 8 1/2, 9_ 11 1/2� 14'_ O y2 9 4 i /2 4 8 12 16 20 2 28 32 36 40 44 48 p 1 I 14 I I p 4 8 CIJ AT �. -- N CLO. 1 O- � I � In 7 -3 10 -0 3 /q is 2.- .' DIN O _ _ BEDROOM 4 '�; I O m ^ 0 `� n - - - p rn. STUR. 9'-10" 1 C \ _ _ - 1 FILLER _ 248 ' v HALL , _3315 L' 2430 L J 2 -- - - - - -- pe - -. 6-10 c -- - -- _� C LO v 0 ' _ I a p _ . q BEDROOMS LIVlNC.v`, °j W I 19 -2 3 4 2 -0 9 -9' -- - - - - - -- - ]67 O2 -0 L CLo. ,n 0 CLO. Cu I P T . —. .. -_. . y of NEq�. 13'- 0 1i2 . I I 1 I C EN RY 12 16 2 24 28 32 36 40 44 48 25'- 03 /q , �--17 - 8 1'g �Tb 12✓ `��!/RTO.U,S$ d V7771 c1 nr)P PI AN 1 I( z 10 -81 /q i �I :N w m1 - #i- . O I E _BEDROOM_ ECT. DROP . Q 3 - I. l j cam' li - N - - -, IACCES9 C LO I PANEL - `x i 7'- 2 3/4 ti . z BEDROOM 2 i" 0 1 C-10 1/4 r t I 1. I II 6'- A I I I p 4 8 CIJ AT �. -- N CLO. 1 O- � I � In 7 -3 10 -0 3 /q is 2.- .' DIN O _ _ BEDROOM 4 '�; I O m ^ 0 `� n - - - p rn. STUR. 9'-10" 1 C \ _ _ - 1 FILLER _ 248 ' v HALL , _3315 L' 2430 L J 2 -- - - - - -- pe - -. 6-10 c -- - -- _� C LO v 0 ' _ I a p _ . q BEDROOMS LIVlNC.v`, °j W I 19 -2 3 4 2 -0 9 -9' -- - - - - - -- - ]67 O2 -0 L CLo. ,n 0 CLO. Cu I P T . —. .. -_. . y of NEq�. 13'- 0 1i2 . I I 1 I C EN RY 12 16 2 24 28 32 36 40 44 48 25'- 03 /q , �--17 - 8 1'g �Tb 12✓ `��!/RTO.U,S$ d V7771 c1 nr)P PI AN 5'- 11 '/j' . -1 4 1 1 8 8' -8 '/2 12 1 16 i I 9' 11- 1/2 20 2 28 32. 40 36 44 8 I I I n2 n2 I I I 6' -1024' 1 12'-0.. G lo,- 113 A 112" /8 ENTRY 32 4 12 16 2 28 19'- 4 25�-O Y4 17'- 8 2--j: c-I elnP PI AN o CD 2 4 1 03 9'-8 8 0" 36 40 44S 48 sfD —77 Ne Wf LS ON SEPrlC S /✓ /M / /^� ���' i..ertaseo �. oPOSCo ,3 BdoReon ;!uRICH RaAo C� SOR P.GAN zs• 1 t i 1 I /S Iee.r 54' G' G' 6' G' 4. b• 2'XO.B. A—, 275C Y. 2 - �/ �2aricv.Pe.oe /000 C.a�. Ce,tc. C.+v .S�Pnc Tw..irc I . 4"A W. CI. P. oevria. %tcw%twlS A .Seri! Yt' /F>, .L.PC Yrs'Te Yoe %F. `, PROF /rG,E' .SC.¢tE= I14P /20.vTAL / =ZD' y - 9 - - S.EPT�C D•ES /Gii/ -a PRlP.9.PE0 � ` BTO�PN S /GU�PTONSSON ' s /rUAre Jam/ TH.E ti TOWN dl Afl%CZ Pl/TAIA 1 ed 7,v NE1t/ IWW { SCA.c.e: AS SNDi✓.V DAre: MAr3, /98� ; j t � � t 1 1 • PR.EPNRED ,B .1 YAvu ' Y P.PDiES$ /O.UN,C "Slut Ze 1AAAP SdRYZYOR t CONCORD .Q0.9D - //%ANOPgC - /f/,Ei✓ io'.er /OS4 I ' (914) 628 -471,4' o WEU- g� L,EGEND � p NEW Yp O .S.EPT /C7.YK SqQ' M p 2 TNCT /ON BOX , yt��\P Fiz • BE.PCO,[FJTjON T.�sr/locc q:�� -. t 0 MELL f Q� W t FO p40FESStO'k 5� aii i( IIII 11 - - Q L W I _ 3 I I W j o = CASING 20 FT. MIN. CL LENGTH UNDER ANY ' W - O I CONDITIONS. W I I u W a USE CLAY PUDDLE CORE BETWEEN CASING AND DRILL HOLE. SOLID ROCK CASING, ?" MIN GROUT 10' MIN.] ROCK EAL HICKNESS I SANITARY SEAL ON WELL CAP .SCREEN VENT I WELDED SLEEVE 48" MIN. - IP TYPE COUPLING — FROM PUMP TO PUMP -y ELL CASING BUSHING OR LEAD CAULKING TYPICAL SECTION OF DRILL -=D WELL i 1 --C+-7s--Pm SEAL TI C. RING OUTLET 4 =0" =� INLET I� I II y I BOLTS I I O 5' -0' CONCRETE SEPTIC TANK ' L_�J SLABS POURED IN PLACE II ARE 'DESIGNED TO 'SUPPORT A MIN. LOAD OF — �-{ — 300 P.SFr PLAN _.LOCATION- STAKE' =—=a_y •� \� 12 MIN. , REMOVABLE MANHOLE, BARS, 6 OL. 36" MAX REMOVABLE MANHOLE, 20" MIN. OPENING 20'• MIN; OPENING 4•' SOLID PIPE WITH TIGHT CAST IRON PIPE, WITH TIGHT JOINTS` I/4 /FT. MIN. SLOPE INLET CAULKED JOINT SANITARY TEE t JOINTS, GRADED 1/8 "/FT. MIN. { OUTLET '--► 1 CAULKED JOINT SANITARY TEE 1 6" MIN. WALL THICKNESS FOR POURED IN PLACE 'I CONCRETE t aSPH4LTIC SEAL t i INVERT OF INLET 3"ABOVE INVERT r I OF OUTLET. SECTION PEA GRAVEL OR a I I LlOUIU LEVEL I - CLEAN SAND TYPICAL 1000 GAL. CONCRETE SEPTIC TANK i SEPTIC DETAILS 1,✓ BAFFLES MAY BE I m prepared for .; 3. U USED INSTEAD �foRN Sif!/2fo,vssoAl SE of NEW YO OF SANITARY TEES 1 t- prepared by a I W WILLIAM F. ZEILER ZI O Professional Engineer S. Land Surveyor o- ' I" DEMENT PARGING f1 o Concord Road - Mahopac -New York 10541 rF /V 0 ;1eki erg` ' ON INSIDE � (914 }628 -4764 " tisfO PROF FSS100-�a� _O V J JOINTS, GRADED 1/8 "/FT. MIN. { OUTLET '--► 1 CAULKED JOINT SANITARY TEE 1 6" MIN. WALL THICKNESS FOR POURED IN PLACE 'I CONCRETE t t r ' SECTION PEA GRAVEL OR - CLEAN SAND TYPICAL 1000 GAL. CONCRETE SEPTIC TANK i SEPTIC DETAILS prepared for �foRN Sif!/2fo,vssoAl SE of NEW YO prepared by WILLIAM F. ZEILER ? Professional Engineer S. Land Surveyor o- ' Concord Road - Mahopac -New York 10541 rF /V 0 ;1eki erg` / i (914 }628 -4764 " tisfO PROF FSS100-�a� INLET ­- Baffle Removeable Cover I DISTRIBUTION DETAIL BUILDING PAPER, UNTREATED immediately reported to the Putnam County Department of Health. 24 EARTH BACXF7LL - BOX and be inspected by the Putnam County Department of Health for acceptance, CONSTRUCTION NOTES reported to Putnam County Department of Health. -+.-- � " MIN. 3 SUBSURFACE SEWAGE..DISPOSAL SYSTEMS..& WELL. WATER.. SUPPLIES . or other unsuitable material and shall have an in -place percolation rate - Fr' MAX. SERVING SINGLE FAMILY RESIDENCES period. The engineer /architect shall perform a final percolation test in the fill after stabilization. 3. Impervious fill, clay barrier, shall be a dense clayey soil with little or no sewage absorption capacity. SEPTIC DETAILS MIN. 314", MAX. 1 1/2" 4" PERFORATED PVC "�� BOTTOM OF TRENCH 48" MIN. GRADED 1/16/ FT. ' WASHED OR CRUSHED PIPE, GRADE 60" MIN. E OF NEW Y STONE. I/16"- 1 /3?"/Fx BdS1C Required Notes •. -- - - I SECTION - - - - - - - -- - = - --. - - ... - - - - - -. _ . _ - __ _ _. . -1: _ . - . All tree s within 10 feet" of the proposed SSIxS'shalT be removed.- PROFILE GROUND WATER ROCK 2. SSDS to be inspected by the design engineer /architect and the Putnam County Health Department after construction and prior to backfill. DISPOSAL TRENCH DETAIL ( INSTALL 6' ON CENTER) 3' alltrucks, ed g dial rea ial ��a o n of SSDS to be in accordance with these plans, any revisions thereto, and the rules and regulations of the permit issuing governmental agency. INLET ­- Baffle Removeable Cover I DISTRIBUTION DETAIL S �� `pM F. ,r- `c9 prepared by WILLIAM F. ZEILER Professional Engineer S Land Surveyor cF Concord Road- Mahopac -New York 10541 'FJE� (914)628-4764 0FES%0'0� 4. Minimum well yield of 5 gpm is required. Yields less than 5 gpm wi:_1 be immediately reported to the Putnam County Department of Health. Notes Required When Fill Proposed 1. Fill must be allowed to. stabilize for 60 to 90 days following placement BOX and be inspected by the Putnam County Department of Health for acceptance, prior to installation of the sewage system. Date of placement ntist,be reported to Putnam County Department of Health. 2. Run of bank fill shall be suitable for sewage absorption, be free of fines or other unsuitable material and shall have an in -place percolation rate at least equal to that in the natural soil after the required stabilization period. The engineer /architect shall perform a final percolation test in the fill after stabilization. 3. Impervious fill, clay barrier, shall be a dense clayey soil with little or no sewage absorption capacity. SEPTIC DETAILS prepared for 7�-1 .�1 Rili tJ l�/✓Ie a%d E OF NEW Y S �� `pM F. ,r- `c9 prepared by WILLIAM F. ZEILER Professional Engineer S Land Surveyor cF Concord Road- Mahopac -New York 10541 'FJE� (914)628-4764 0FES%0'0� /s AAe .z .sd.. Yi -P i SPA 'r i, ,w weans 'W ""'+ tpo o i t J � s• 1 ZURICH Ro.9p °sv. a SOA PLAN ScAtE•• / =30' i f c PROF /L.E VALE: flaQrzGwnvt - / =Z0" %cw :rlS Te J9t ��i. .s.FPric o.ESicv P.PLP.¢PED iG4 M S /TU.gT"E IN 71/E . i �b TONAN 0-1r,0.4 MEAS OV - PU7W4A1. -NE/Y i'LLP.Y SCNLE: AS.SNONN DArE:. Fdra 7,. -1.901 P,PE ?A"CED QY P"POi"�SS/cHINt .fw/6 /N.Ff.P � LAAlO sutrEYOR /a6 44„4101W iPOAO • 1%AiVOPgC - 4(4r ✓ %R.0 1.0S4 I 'O*, —r, �t , 9/4)G28 -47G¢ �5 O &rpxlC TN.t' ' o TavCT /0,OV A6 N• • i�PlYt[AT /GLV T"rsr.f/wc.E � O.eEO TESryacE ' o /✓E� r %e- %HP$ .f r i