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HomeMy WebLinkAbout0832DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 24.18 -1 -6 BOX 9 00832 ' I ,` d'' , ■ ' T �r, ' I .1 r� �, F�I ■ , I 00832 ,: ': _.� '•�� 7, S Rev., 3/86 ` PUTNAMCOUNTYDEPARTMEENTOFHEALTH _ Dlvislonof Environmental Health Serylees Carmel N Y 10512' ;2z Engineer Mast Provide P: 5 4- 86 p C:H D Permit q CE ATE OF CONSTRUCTION..COMPLIANCE>FOR SEWAGE DISPOSAL SYSTEM. PATTERSON. Town or VWage Located at OLD ROUTE '22 Ta�MaP. '69 Block 5: : tAt 3. R 'IC. WEIGAND P /WEIGAN�D S Q 2 Owner /applicant Nam Formerly Snbdlvieioo`fGP abdv. Lot q ' Mulling AddeeBS' TULIP_ DRIVE' zip Date Y0509 . permit Issued `' 8/4/$6 'BREWSTER, NY Separate,Se�vdrage system built by ME Construction .Corp'. adarese ,'Box: 693; 'Pawling, NY 12,564 conalating oi' „''' ' '��' 12'S 0 Gallon Septic Tank and 444 'L F T i I iP F l 6 ld S Water Supply: Public Supply' From Address Beal or:. X ' Private Supply Drilled by P.F. Address g� Has Erosion Control Been Completed? VA 4 ? d r O O m S ft. NO'- Number of Bedrooms s a ner, Been Installed? Other Requirements l .t 'Fill .3.0:0 �I certify thait' the system(s). as lasted nerving' the above `premiaes. were,donatruc8; esentially.as ah sof.,the completed,.work (copies of which are' attachedi`,.and an accordance with the standards; ralea an9.requT i'o in ac or t ed�plan,'and the permit 'issued by the Putnam County Department'Of'Health.. 3 12187 " Certified DY . P.E. R.A. Date .. Address BALDWIN & CO' ELIUS P . C . RD6 R 22 BE R; NY - 38329 Any 'person `occupying piemises served by the above system(s) sAail,piomptly take -sucA 'action of may be nods 11 y -to 6eCU►e the correction of any unsanitary conditions .resulting from such .usage. Approval of the. separate,_sewerege „system shill become null and void as soon as .a pubti: sanitary ywer becomes avallable';and the approval, of the' private ,water su'pPly shall`becomi null and .void .men a public water supply becomes available. Such approval's are 'subject -to rriotlification' of change'1when, in.fhe Judgment of the Cornniii;io' of ,Health; . 4e6ocatiori, modification or change is necessary. Date Title ERIC WEIGAND Owner or 1,urcEas r I ui.l 1, ng D_& E CONSTRUCTION_ _ 13ulldi.ng Construct, cd by OLD ROUTE 22 Location - Street CONTEMPORARY Building Typr, P_ATTERSON Mun cipal�ty 69 Iec tlon 5 Block 3 Lot GUARANTY OF SEPARATE SEWAGE SYSTEM I I represent that I am wholly and completely responsible for the +.ti location, workmanship, material, construction and drainage of the sewage disposal system serving the above described pi,operty, and that it has been;.; ?,�4; constructed as shoun on the approved plan or approved amendment thereto, and in accordance vi th t.ie ;rr ' i standards, x�ul.es and regulations of the Putnam.•; ?�'�:;r;�ri Col:nty Dee, -! rt--- i ^_'__t n._ Te l t n,rd hnrcb- - - -,?rant y to the oZ,.Tre-, hi s,, succes- sors, heirs or a_ssi. tis, to place in � cod operating condition any part of I }Rl said system constructed b;;r me ,which fails to op:,rate for a period of two years i.rimediately follo „•ling the date of initial use of the sewage disposal: system, or any repairs :T_ade by me to such syste!'7, except where tha failure. °.;�;: to operate properly is caused by the ,-jill.fu_l or negligent act of the occu -:.` ; :y pant of the building utilizing the syst..ri. The under. sighed furtlt-:�r uerees to accept as conclusive the de- 4. ' >h= termination of the Director of the Divi.s`ion of Env J - onmenual Health Ser- vices of the Putnam County Department of Health as to who er or no the >' failure of the system to operate Teas c.a.used by the wi.7 � or negligent <n . act of' the. occuman.t, of the building ut�iilizing the sy to Dated this �� day of ��� � 19 v 7 Signature G s.0 Titl e elf corporatioti, give name and address) ”- THR�;E (3) COPIES ARE RE UIRFD WITH THERE" (3) COPIES OF FINAL PLANS BEFORE CERTIFICATE OF C011P�JETION WILL BE ISSUED. GUARANTOR IS REOLTIRED TO FILE NOTICE OF DA-1.'E OF FIRST USE OF SYSTEM. ...� - - - - - - - - - - �..f Division of Environmental Health Services, Putnar,l County Department of Health. T.T"T T t1^XmT 'Vr1 Tr WT TIV1nl%nT • � '�`1 �•, ::; * * �w YD WL' LL VVl "Li L11J1 iVlY 1 \l.:Il Vitl DEPARTMENT OF HEALTH Division Of Environmental Health Services PUTNAM COUNTY DEPARTMENT OF HEALTH Office Use. Only !WELL LOCATION STREET ADDRESS: WNW II I TAX GRID UMBER: Old Rte 22, Patterson', NY. -° WELL OWNER NAME: ADDRESS: Dan Tacinelli D &E Construction Corp.,Bax 693.Pawling,NY 12564 ❑ PRIVATE ❑ PUBLIC USE OF WELL 1 - primary 2 - secondary 12 RESIDENTIAL O PUBLIC SUPPLY ❑ AIR/COND./HEAT PUMP ❑ ABANDONED, . ❑ BUSINESS O FARM ❑ TEST /OBSERVATION O OTHER (specify) ❑ INDUSTRIAL O INSTITUTIONAL ❑ STAND -BY ❑ MOUNT OF USE YIELD SOUGHT gpm. /N0. PEOPLE SERVED /EST. OF GAILY USAGE gal. REASON FOR DRILLING 6 NEW SUPPLY ❑ PROVIDE ADDITIONAL SUPPLY ❑ TEST / OBSERVATION 0 REPLACE EXISTING SUPPLY ❑ DEEPEN EXISTING WELL DEPTH DATA WELL, DEPTH 160 ft. STATIC WATER LEVEL 30 ft. DATE MEASURED 1/30/87 DRILLING EQUIPMENT 3 ROTARY a COMPRESSED AIR PERCUSSION ❑ DUG 0 WELL POINT. ❑ CABLE PERCUSSION ❑ OTHER (specify): WELL TYPE ❑ SCREENED ❑ OPEN END CASING. -U OPEN HOLE IN BEDROCK O OTHER CASING DETAILS TOTAL LENGTH 21 • tL MATERIALS: aSTEEL ❑ PLASTIC ❑ OTHER LENGTH.BELOW GRADE 2� ft. JOINTS: ❑ WELDED CSTHREADED ❑ OTHER DIAMETER 6 in. SEAL: I9 CEMENT GROUT O BENTONITE OOTHER WEIGHT PER FOOT 19 Ib_ /it. I DRIVE SHOE: OYES ❑ NO LINER: O YES C91NO SCREEN DETAILS DIAMETER (in) 'SLOT SIZE LENGTH (1t) DEPTH TO SCREEN (ft) DEVELOPED? FIRST O YES ONO HOURS SECOND _ GRAVEL PACK ❑ YES 0 NO GRAVEL SIZE: DIAMETER OF PACK in. TOP DEPTH ft. BOTTOM DEPTH It. WELL YIELD TEST If detailed pumping METHOD: ❑ PUMPED t tests were done is in- t XXCOMPRESSED AIR formation attached? O BAILED ❑OTHER ; ❑ YES O NO WELL LAG tf more detailed formation descriptions or sieve analyses yy are available, please attach: DEPTH FROM SURFACE Water Bear. ing Well Dia- In FORMATION DESCRIPTION CODE. ft tt WELL DEPTH ft. DURATION hr. min. DRAWOOWN It. YIELD gpm. Surface L 1 n in overburden 'clay & bldrs Hi .r ck at 5 feet 160 6 140 10 -.21 DrLlllng in rock,set.casing,grouted WATER ❑ CLEAR TEMP. QUALITY O CLOUDY HARDNESS O COLORED ANALYZED? OYES ONO ANALYSIS ATTACHED? O YES ❑ NO STORAGE TANK: TYPE CAPACITY GAL. PUMP INFORMATION TYPE MAKER MODEL CAPACITY DEPTH VOLTAGE HP WELL DRILLER NAME P . F . Beal & Sons , DATE. PO Box B $O - 8 ADDRESS SIGRXTURE Brewster , NY 10509 a ELLIS A. TARLTON LABORATORY 4, f DIVISION OF ELLIS A. TARLTON, ENGINEERS, INC. CHEMICAL 34 PLEASANT STREET DANBURY, CONN. 06813 -2328 . MATER - WASTEWATER PHYSICAL METHODOLOGY BIOLOGICAL P.O. BOX 2328 203- 748 -7903 APHA - EPA - ASTM REPORT OF BACTERIOLOGICAL AND CHEMICAL EXAMINATION OF WATER NAME AND ADDRESS OF Frank. Mengler Heating & Plumbing PERSON TO RECEIVE RD3 Freemobt Road REPORT SOURCE Of SAMPLE Water Supply, Old Rt. 22 Weigang Res. Patterson, N.Y. Brewster, N.Y.' 10509 LDATE OF COLLECTION Sept. 11, 1987 DATA COLLECTED BY F. Mengler Hydrogen Ion COLOR TURBIDITY ODOR CORROSION INDEX DISSOLVED SOLIDS Concentration LANGELIER (PH) RYZNAR NTU Mg /L Alkalinity as CaCO3 Fluoride (F) Bicarbonate Nitrite Mg /L Mg /L Mg /L Alkalinity as CaCO3 Chlorine Residual NITROGEN CONSTITUENTS Nitrate Mg /L Carbonate Mg /L Mg /L AS Total Hardness Conductivity NITROGEN (N) as CaCO3 Ammonia Mg /L Mg /L Mlcromohos/cm M Iron as Fe Mg /L Mg /L Chlorides as CL Mg /L Manganese as Mn Mg /L Mg /L Detergent as MBAS Mg /L Sulfate as SO4 Mg /L Mg /L The arithmetic mean of all standard samples examined par month using the membrane filter (echnique shall not exceed MEMBRANE FILTER TEST one colony per 100ml. Coliform colonies per standard sample shall not exceed 3 /50ml, 4/100m1, 7/200m1, or 13 /600ml Coliform Colonies /100ML in: (a) Two consecutive samples; (b) More thin one standard sample when less than 20 are examined per month; or (c) 0 More than five per cent of the samples when 20 or more are examined per month. AT THE TIME THE SAMPLE WAS SUBMITTED: XE 1. The results of the analysis of this sample were satisfactory and met requirements for a potable water. 2. The results of the analysis of this sample were satisfactory for a potable water but certain of the chemical or physical constituents were high. These are as follows: El3. This sample was not satisfactory since It did not meet the bacterial requirements for potable water. The presence of organisms of the coliform group in a sample of potable water Is undersirable and, while not necessarily Indicating the presence of any disease- producing organisms, does Indicate that such contamination might survive to the same extent. The presence of organisms of the coliform group may also indicate that the treatment was not adequate at the time the sample was collected. ED4. This sample was unsatisfactory as a potable water because certain chemical or physical constituents were above acceptable limits. These are as follows: COMMENTS The bacterial analysis showed no organisms of the coliform group at the time the sample was collected which indicates the water potable. L15 /�;11/10, 16, -Cll��� Certified.............................................................. ...................:........... 1 y f. II. IV. V. VI !' FINAL SITE INSPECTION Date rk � Ins ct by ;CATION �J ) Cli"` �' �lJ OWNER I ��. # IM # OR SUBDIVISION LOT # UCJ� U I� &A V I v !P • YE-C NO COMMENTS SEWAGE DISPOSAL AREA a. SDS area located as per approved plans b. Fill section - Date of placement 2:1 barrier. LGTH WIDTH AVG.DPTH c. Natural soil not stri d. Stone, brush, etc., greater than 15' from SDS area. e. 100 ft. from water course /wetlan SEWAGE.DISPOSAL SYSTEM 11 \� a. Se tic tank size - 11000 1,250 X b. Septic tank installed level c. 10' minimum fran foundation d. No 900 bends, cleanout within 10 ft. of 450 bend e. DISTRIBUTION BOX 1. All outlets at same elevation - water tested 2. Protected below frost 3. Minimum 2 ft. original soil between box and trenches f. JUNCTION BOX - ro 1 set g. TRENCHES 1. Length required - Length installed f ✓ _ x �,s� (� 2. Distance to watercourse measured, ft. 3. Installed according to plan 4. Distance center to center 5. Slope of trench acceptable 1/16 - 1/32 " /foot. 6. 10 feet fran property line - 20 feet - 'foundations 7. Depth of trench < 30 inches from surface 8. Roan allured for expansion, 50$ 9. Size of gravel 3/4 - 11" diameter 10. Depth of gravel in trench 12" minimum 11: Pi 'ends captxO h. PUMP OR DOSE SYSTEMS 1. Size of chamber 2. Overflow tank ' , 3. Alarm, visual /audio 4. Pump easily accessible manhole to grade 5. First box baffled 6. Cycle witnessed by Health Department vv estimated flaw per cycle HOUSE a. House located per approved plans. b. Nmter of bedroans WELL a. Well located as per approved plans X b. Distance fran SDS area measured Ar 90 ft. c. Casin 18" above grade. d. Surface drainage around well acceptable. OVERALL WORKMASHIP a. Boxes properly outed b. All 2ipes partially backfilled c. All 2ipes flush with inside of box d. Backfill material contains stones < 4" in diameter e. Curtain drain installed according to plan f. Curtain drain outfall protected & dir.to exist.watercours g. Footing drains discharge away fran SDS area h. Surface water rotection adequate i. Errosion control provided on slopes greater than 15 %. 4 , UCJ� U I� &A V I v !P • a �► I *� V�L� � �' ��` `, , �^, � ��1` . �� ���',. v.� �� �- v� �: l .:�CONSTRUCT[I Located'at { .. { t Subd1vlelon Nai y J, �7 , ,Owner /Appllca Mailing Addrei 1 f BaUdln9 Type �r M ber of Bik n t ; 'to,Sewer t To Water`Suppi�t i • ^� t `t'.' � Other'Regalre: represent tlia above Cescr,be County 'Depa, be s6bmitt6d S,, place in good lance of the,', willrtie located County Oepa t APPROVEOyF i } revocable fol4 requires a n H. bi 4� (t b ;PUTNAM , UNTY'DEPARTMENT OP.HEALT • b `� `- Division "of Environmental Health Se>•vlcee Carmel N ' •,7 err i, emu`T P t t,�, e t t a c• ,�• a ,••� § 's?..'.'J II rXIDIR'SEWAGE ;oute`22 }` IppWeiigand , �2 �V z, " Sabd Lot p } Ta: Maj r + F S .�+ � F E�tr �1 c '' W e Llsq +a f lid l � t Y,,� •y „ , Renewal Date of •1 .S `5 em to coneiat of Gallon Septic Tank ana '> `f to `ber`tdete,rmu! _Prlvate;,Snpply dUed'by _Address y .AAAreu n 4 provide Permit _� on CERTIFICATE OF COMPLIANCE, U, A a TI a , a r efr �' Town or Village , r =� n_ t ster 1' gip.. 105.09 t. )nly X Depth �— Yolnme�?�QQ tF u + otlticatlon le Required When,Fill iii completed e'1ds w r �j jm(s) 1) that the separate sewage disposal system the standerdi��rulesjan regu a . ons +o a u• rtam� � c� t ` ice tlsfactory.to , the -Commissioner of�Healthwill r assiyni by the bu�I Iar that se id builder "will yea i 3 rss fh diets, f the date of the ,Issu irs,,th xthe drilled well described " abovve ' ' d ./rules and regu 0 ns of the Putnam RA a E f2 t,2 2 B�ri,�,,e r 3 8 3 2 9' utio of ;the b�uildirtg has been undertaken and is Any change or alteration of cons ruction I I DEPTH 6.L. 611 • 1211 1811 211 u ,Ou J 36t1 4211 11811 51111 6011 66i1 1 211 7ZOT 1lI' 011I'A lutQUIREED TO BE SUBM117E1D 1;ITII hPFLICAI'I011 DESC11I1y7' T oll or' sonz iii-icouirri ;ED III TEST II0LE3 110LE 140:: 2A IIOLE 140. 2B• . HOLES I40. Topsoil Topsoil Sandy Loam Sandy Loam W. Stones, 611 _ 110 1 Sandy Clay r 7811 Rock Rock U4" ' 111DICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED IIID1CATE LEVEL TO WJLLCII WATER LEVEL RISES Art fER BEING ENCOUNTERED TESTS I.1lill E BY John Eberle Date . 7/5/85 Boll Rate Used 10 MlIVillDrops S.D. Usable Area Provided 5,000 SF 4_ _ Septic Tatilc Capacity 1 50 't�OR �� / Ilo. of Bedrooms � . Absorption Area trovlc it By '44.4' L.I'.x2411 :i�b, 101,E `� w' � r �— unn lrroe Baldwin & Cornelius, P.C.– Address RD 6, Route 22 .Brewster, NY 10509 a, tine - .c' ' °D 1980 a5 ' S ' ,��/._ •VFW -yo �• .��� AA.��B• -.i�� THIS SPACE FUJI USE LAY. 1 M1'11 DEPAR'1'J HT OHM Soil Rate Approved Sq. Ft /Gal. Checkod by, Wte -Submitted By: Baldwin & Cornelius', P.C. RD 6 - Route 22 Brewster,.New York 10509 (914) 279 7115 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES COUNTY OFFICE BUILDING, CARMEL, N. Y. 10512 DESIGN DATA.SIIEET- SEPARATE SEWAGE DISPOSAL SYSTEM FILE NO. Owner:. Eric Weigand' Address. Tulip Drive). Brewster, NY 10509' 2 01 - Located at ,(Street R .e 22 /Rte 164 Sec. 69 Block 5 Lot 3 Nidicate nearest cross street) Municipality Patterson Watershed Croton SOIL PERCOLA'T'ION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICA'T'IONS Lot 2 To one Number CLOCK TIME PERCOLATION PERCOLATION Run, Elapse Mpth to Water Water ve No. Time . From Ground Surface in Inches Soil Rate Start -Stop Min. Start Stop Drop in Min. /in drop Inches Inches Inches A 1.30 - 00 30 21 25 3/8 4 318 6.85 2 01 - 31 30 21 25 3/8 4 3/8 6.85 32 - 02 30 21 25 1 41 7.06 11 5' B 1 32 - 02 30 21- 24 3 10..OU 2 03 - 33 30 21 24 3 10.00 34'_ 04 30 21 11 5 1 2 3 11 5 Ilotes: 1) Tests to be repeated at same depth until a roximately equal soil rates are obtained at each percolation test hole. All data to be submitted for review. 2) Depth measurements to be made from top of hole. �• ► • • �1• 1:8 • 13" • • �• •, ��1 v .►�► �1' •I y INDIVIDUAL MTER SUPPLY .& SUBSURFACE SEWAGE DISPOSAL SYSTEMS REVIEW SHEET - CONSTRUCTION PERMIT DATE REVIEWED: BY: r % 4� (Name/'4f Owner) (St r t Location) Apr NO DOCU] OM /O Permit Application Corporate Resolution Plans - Three sets Engineers Authorization '7- F% Design Data Sheet (DDS) Ad- Deep Hole Log Consistent Perc Results (3) 30" Perc Hole Other House 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 Box;Trench /Gallery; Pump pit details Septic Tank - Size, Detail Well Detail, Service Line if over Construction Notes Design Data Two -Foot Contours Existing & Proposed Driveway & Slopes Cut Footing /Gutter Curtain Drains Perc & Deep Holes Located Representative of Sewage & Expansion Area Expansion Area;shown;gravity flow,suff. size If ftrped Pit & D Box Shown & Detailed House - No. of Bedrooms Wells & SSDS's w /in 200 ft. of Property Located Property Metes & Bounds House Setback Necessary (Tight lot) House Sewer - 1 /4 " /ft. 4 "0; Type pipe No Bends; Max. Bends 45° w /cleanout SEPARATION DISTANCES SPECIFIED 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- Curtain,Stom,Leader,Footing 25' to Catch Basin 10' to Water Line (pits -201) Septic Tanks 10' from Foundation M 50' to Well C -I- 15' Well to PL -72- GENERAL Legal Subdivision Subdivision Approval Checked Ex- approval SSDS Adj. Lots Checked Wetland (Town/DEC Permit R & D) Data On DDS Plans & Permit Same PUTNAM COUNTY DEPARTMENT OF HEALTH o DIVISION OF ENVIRONMENTAL HEALTH SERVICES V` 1 . COUNTY OFFICE-BUILDING, CARMEL. N.-Y-. 10512 , DESIGN DATA SHEET- SEPARATE SEWAGE DISPOSAL SYSTEM FILE NO. Owner, Eric Weigand Address'. . Tulip Drive, Brewster, NY 105093.: Located at (Stree$ndicate Rte 22 /Rte 164 Sec. 69 Block 5 Lot 3 nearer cross street) Municipality Patterson Watershed Croton SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS Lot 2 31 30 21 253/8 110 le 6.85 3 32 - 02 30 Number CLOCK TIME 4j PERCOLATION PERCOLATION iun Elapse Uepth.to Water Water Level No. Time From Ground Surface in Inches Soil Rate Start -Stop Min. Start Stop Drop in. Min. /in drop 02 30 Inches Inches Inches 3. 1 30 - 00 30 21 25 3/8 4 3/8 6.85 2 01 - 31 30 21 253/8 4 318 6.85 3 32 - 02 30 21 25 $ 4j 7.06 a- 5 5. 1 32 - 02 30 21. 24 3. 10.00 2 03 - 33.. '. -30 21. - _.. 24 3 _ ...: 10.00 3 34 - n4 30 21 24 3 10.00 1! �;M; Tlotes: 1). Tests to be repeated at 'same depth until a roximatelyy egiinl soil rates are obtained at each percolation test hole. All data to be submitted for review. 2) Depth measurements to be made from top of hole. a- 5 Tlotes: 1). Tests to be repeated at 'same depth until a roximatelyy egiinl soil rates are obtained at each percolation test hole. All data to be submitted for review. 2) Depth measurements to be made from top of hole. • D�P7'11 G.L. 611 ' 12" .' TEST PIT DATA REQUIRED TO PIS' 'SU.PMITTED VIITH APPLICI' TI0I1 DESCRI11j' T 011 OP' SOILS B.1100UHT EZED I1,; "TEST 1101.113-3 +� 1 1101E I406. 2A HOLE 110. 2B*. HOLE I40. To soil Tops- oil 18" Sandy Loam 2411 Sandy Loam W Stones 'nII 611 _ 110 J JV 4211 48" Sandy Clay 5411 6011 .6611 7211 7811 ' Rock Rock 8411 I1k'DICA`1'E LEVEL AT WHICH GROUND WATER IS ENCOUNTERED INDICATE LEVEL TO WIICH WATER LEVEL RISES AFTER BEING ENCOUNTERED TESTS MADE BY. Date Soil Rate Used 10 k1bV1 "Drop: S.D. Usable Area Provided 5,000 SF Ito. of Bedrooms 3 Septic Tank Capacity 1,000 Gals. 'Type Masonry Absorption Area rov ecT By 333 ' � L.F.x2411XII "1111111111 , Width triic i! . � Ot OF hr l' Fill Required .�`��� • '' ro Dame Baldwin & Cornelius. P. C._ Address RD 6 Route 22 `mS £ EA L Brewster, - 1980 $' THIS SPACE FOR USE 13Y 11EALT11 DEPART ME HT ONLY: ij�i,,,h � 1 y1d`fSSIGNP� Soil Rate Approved Sq. Ft/Gal. Checked bye'w'' rQ, t l -Submitted By: Baldwin & Cornelius-, P.C. RD 6 - Route 22 • Brewster, New York 10509 (914) 279 7115 U1V1BtU11 Ulr EllVIRUNI- 1611111AL 1 M L'1'll SEIIVIUL9 1percolation of On -Site Soil CUUII'1'Y U1171UL 13U1LUlIIU1, VAIU1LL;: 11. Y. IU512 To Be Used As Fill 41�1 DMIU11 DATA 131 r T -BEI VAJU1'1'1S BEVAN lllg1'03AJU 8113 'EI-1 6/30/861 "ILL IIU ' UW�io� Eric Weigand naal,eep Tulip Drive , Brewster, NY 10509 Luc.utod ut ` Bt -veet 0 Route- 2 Sea. 69 lllucic •5 Lut 3 dd �li:cicate eti•ogC IluItlollktllt;y Patterson NaLet'eliea Croton GULL' 1'L11UU1ATIU11 IE3'P DATA 1ILQU11I11) '1'U UL UUUIIl'1 "1'1��U ll 1'111 /l I'1'Ll(ll'1'lUllll 11615 2 llun1l10r (LUCK '1'11.113 FEMOULf TIU11 1'EIICULII'1'lU11 Will U1.appa I e j)Cli v Watel, �Je .5 5vel llu. '1'Li�e 11.01 01'owd, gul'1•aae iu 11 ohed UU1.1 KILO f31;att -3Lop I11u. gtax•t OLD Drop J•u 1•11n. /lip drug Inches 11Icilee Inchee A 111:45 12:15 30 21'. 24 3:0 10 212:16 12:46 30 21 24 3.0 10 312:47 1:17 30 21 24.25 3.25 9.23 _ 1 •• 2 j II ID Ilut;(Iv1 1) 'I•czotu W be repeated at en.nie 4lepth utltil n a•nxInia Lely e(iii�.l r �1� x-11 ,oe ure Obtained 4t eauh pet'oplgt 011 teat Dole. All du .0 to be ou it L c3 I'm- 1•6v ewe 2) UopLh meaeuremeute to be made 1'rom top o!' (role. Submitted By: Baldwin & Cornelius, P.C. RD 6 - Route 22 Brewster, New.York (914) 279 -7115 1s WELL -b 21 i� gm EXIS1. WELL, l i. Y{ 16 Uj / s' CLEAN OUT k Li/ h �J A B 1 -3145 I 1 I I I j l 171 1 11� , 1 11 111111 I TILE FIELDS , ' 112 1 1 1s 1 .1PI i 3 15. JD W A 1.= V '7 � V a' I PTSA DIST- PTS. DIST, A-1 84' P3 -1 1 U7' A - Z 78' B - Z 100' A-3 -7 3' 13-3 `15' A-4 7`j' 13 -4 `i0' A -5 C. 5-5 84' A - C- F01' G-6 /18. A -7 114' 13- '7 �l8' A -f3 ! 10' r3- s 95' A -9 lob' 13-9 iZ' A -10 91 0-10 103' A -II 133 0-11 144' A -iZ 131' 0� 12- 141, A -13 130' �3 -13 r39' A -14 1 27' Q- 14 132-' A -15 C- 18 Z43' F -18 C -!9 Iq6' F -19 i7 -7' D -Z.I 63" 1 E -Z' 7Z' NO. DATE t . 1 • i r k NOTE: 1,BAFFLE HAS BEEN PLACED IN FIRST DISTRIBUTION BOX TMtt'S IS TO`.CERTIFY THAT THE SEWAGE DIS'P -0SAL. SYSTEM WAS CONSTRUCTED AS INDICA'ITED ON THIS PLAN AND THAT THE SYSTEM'WAS'INSPECTED UNDER MY SUPERVISION BEFORE IT WAS COVERED OVER. ` THF,4Y5,,TFM WAS CONSTRUCTED IN ACC.O A`NI` ` ;W W,,,ALL STAN of. RULES} S OF PUTNA9 ONTY DEPNENT AND ThI NE1t. fV -1�8�E . OF HEAHt � z Z t „A,,, Wdl C. RN NP REVISIONS BALDWIN & CORNELIL CONSl.il-1 -ING ENGINEERS —LAND F REEPORT, NEW YORK