Loading...
HomeMy WebLinkAbout2121DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 45.-4 -2.4 BOX 18 ti :; ' ..4 1p 02121 ra- PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES WELL COMPLETION REPORT ell L-ocaii6ir"-----,." Street Address: - log— r, C rr r TowP i agia. , 6�% TV­GriZF# Map �/41 Block 3 Lot(s),). Well Owner: Name: Reill" Address: L EV, B�6re� 10 1�0� Sfb,-A1 uN 1140 Ff 1,rb; r- Use of Well: 1- primary 2-secondary ResidVal Business Industrial Public Supply Air cond/heat pump Irrigation Farm Test/monitoring Other(specify) Institutional Standby Drilling Equipment Rotary _ Cable percussion _X Compressed air percussion Other (specify) Well Type Screened Open end casing X Open hole in bedrock Other Casing Details Total length ft. Length below grade -.,)o ft. Diameter :7 in. Weight per foot Zlb/ft. Steel Materials: Plastic Other Joints: Welded A Threaded Other Seal: X. Cement grout Bentonite Other Drive shoe: _)�_ Yes No ILiner: es _y No Screen Details Diameter (in) Slot Size Length(ft) Depth to Screen (ft) Developed? First — Yes No Hours Second Well Yield Test Bailed _ Pumped _ Compressed Air Hours -61 Yield ,55-gpm Depth Data Measure from land surface-static (specify ft) During yield test(ft) Depth of completed well in feet Well Log If more detailed information descriptions or sieve analyses are available, please attach. Depth From Surface Water Bearing Well Diameter(in) Formation Description ft. ft. Land Surface -2 c L If yield was tested at different depths during drilling, list: Feet Gallons Per Minute Pump/Storage Tank Information Pump Type , Capacity M aCL-" Model &62-" Depth / ,w> Voltage � HP 1;6� Tank Type Volume Date Well Completed 16131tt?_' Putnam County Certification No. 667 Date of R port, ) ;2 Well Driller (signature) 1 NOTE: Vact location ot well with distances to at least two permanent laAdmarks to be provided on a sep ,Vye sf1eet7plan. Well Driller's Name xy,4-0 11(d 1�t Signature: Address: AT c:>// P1_1.ArSe-,6 /V Date: White copy: HD File; Yellow copy- Building Inspector; Pinkeopy - Owner; Orange copy- Well driller Form WC-97 PUTNAM COUNTY DEPARTMENT OP HEALTH = ::- .DIV�:I.SZON:.:OE., ENVIRONMENTAL, HEALTH. SERVICES CERTIFICATE OF CONSTRUCTION COMPLIAN GE TREATMENT SYSTEM PCHD CONSTRUCTION PERMIT # P �i 02- Located at 14— F(6t46 C_QHJ95 -17 (LQP'9 Town or Village PATT�P-60f J Owner /Applicant Name Y'�l u'� �Qi ��1 Lj IU�J Tax Map `4/) • Block Lot L Formerly Subdivision Name % S MIA Subd. Lot # i Mailing Address �� ���J�- (�� Zip Date Construction Permit Issued by PCHD Separate Sewerage System built by 4 - DpWA .A� BJKUI _ J�_ Address PO 9 0 � � � Z �f 'S► ' IKAI Consisting of 0 Gallon Septic Tank and Cb © 0 VP KJ6 TPLEHGA Other Requirements: `" q 1 V_' p 'g' r(o— , D 06 A t 6 k F fW0 J I G J'TAko OP O Water Supply: Public Supply From Address or: Private Supply Drilled by I�,LT�� � Address -- Building Type ' - 4`-E =l�`�� Has erosion control been- compieted? Number of Bedrooms 4 Has garbage grinder been installed? !`)� I certify that the system(s), as listed, serving the above premises were constructed essentially as shown on the as- built plans (copies of which are attached), in accordance with the issued PCHD Construction Permit and approved plans and the standards, rules and regulations of the Putnam Counpy Department of Health. Date: d I Certified by Address SQ K 2� P.E. 5e, R.A. License # 112,09-1 Any person occupying premises served by the above system(s) shall promptly take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewage treatment system shall become null and void as soon as a public sanitary sewer becomes available and the approval of the private water supply shall become null and void when a public water supply becomes available. Such approval a subject to modification or change when, in the judgment of the Public Health Director, such revocatio difica ' or change is necessary. / By: Title: V Date: 3, r White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CC -97 �! ``� YML ENVIRONMENTAL SERVICES 321 Kear Street - Yorktown 0598 - � . , �� Albert H. Padovani, Director LAB #: 93.300125 CLIENT #: 56271 NON STAT PROC PAGE 1 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ REILLY CONSTRUCTION 2140 RT 22 BREWSTER, NY 10509 DATE/TIME TAKEN: 01/16/03 10:15 DATE/TIME REC'D: 01/16/03 11:20 REPORT DATE: 01/24/03 PHONE: (845)-278-4059 SAMPLING SITE: LOT 15, FIELDS LANE, PATTERSON, NY SAMPLE TYPE..: POTABLE : WATER TANK PRESERVATIVES: NONE COL'D BY: TOM BI8LIN TEMPERATURE..: < 4C NOTES...: COLIFORM METH: MI-:' ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~—mm ~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD PUTNAM CNTY PROFILE 01/16/03 MF T. COLIFORM ABSENT /100 ML ABSENT 1000 01/16/03 LEAD (IMS) 1.4 ppb 0-15 ppb 9101 01/16/03 NITRATE NITROG 0.43 MG/L 0 - 10 9139 01/16/03 NITRITE NITROG <0.01 MG/L N/A 9146 01/16/03 IRON (Fe) <0.060 MG/L 0-0.3 mg/l 2037 01/16/03 MANGANESE (Mn) 0.17 MG/L 0-0.3 mg/l 2037 01/16/03 SODIUM (Na) 8.67 MG/L N/A 01/16/03 pH 7.1 UNITS 6.5-8.5 9043 01/16/03 HARDNESS,TOTAL 68.0 MG/L N/A 01/16/03 ALKALINITY (AS 38.0 MG/L N/A 01/16/030 ~ TURBIDITY (TUR ' <1 NTU '- 0-5NTU COMMENTS: BACT THESE RESULTS INDICATE THAT THE WATE (WAS NOT) OF A SATISFACTORY SANITARY QUALITY ACCORDIN HE NEW YORK STATE AND EPA FEDERAL DRINKING WATER STANDARDS, FOR THE PARAMETERS TESTED, AT THE TIME OF COLLECTION. Pb/Cu LEAD limits for public schools are set at 15 ppb. EPA Lead-& Copper Rule for Public Systems requires that no more than 10% of their distribution points have a LEAD value of more than 15 ppb and a COPPER value of 1.3 mg/L, else water treatment must be undertaken to reduce the waters corrosive potential. Fe/Mn If both iron and manganese are present, their total value combined shall not exceed 0.5 mg/L. Na No limits for Sodium are proscribed. Suggested guidelines state that for people on a sodium restricted diet,the water should contain no more than 20 mg/L of Sodium. For those on a moderately Vestricted diet, a maximum of 270 mg/L of Sodium YML ENVIRONMENTAL SERVICES 321 Kear Street '-�Yo�r�^k- -t-o�w�n ( 9H�e4'i�gh�t�5s N.Y. -1`0�5^~9�8 - ��4; �`�~����~-���'~���=' � Albert H. Padovani, Director LAB #: 93.300125 CLIENT #: 56271 NON STAT PROC PAGE 2 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ REILLY CONSTRUCTION 2140 RT 22 BREWSTER, NY 10509 DATE/TIME TAKEN: 01/16/03 10:15 DATE/TIME REC'D: 01/16/03 i1:20 REPORT DATE: 01/24/03 PHONE: (845)-278-4059 SAMPLING SITE: LOT 15, FIELDS LANE, PATTERSON, NY SAMPLE TYPE..: POTABLE � : WATER TANK PRESERVATIVES: NONE COL-6 BY: TOM BIGLIN TEMPERATURE..: < 4C NOTES...: COLlFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD is suggested. pH pH SCALE IN WATER RANGES FROM 1-14. MEASUREMENT OF pH IS ONE OF THE IMPORTANT AND FREQUENTLY USED TESTS IN WATER CHEMISTRY. WATER WITH A LOW pH MIGHT BE CORROSIVE TO METAL PIPES AND FIXTURES. THE NORMAL RANGE OF pH IS 6.5 TO 8.5. Hd TOTAL HARDNESS IS DEFINED AS THE SUM OF THE CALCIUM & MAGNESIUM CONCENTRATION, BOTH EXPRESSED AS CALCIUM CARBONATE, IN M8/L. THE HARDNESS MAY RANGE FROM 0 TO HUNDREDS OF MG/L, DEPENDS ON THE SOURCE AND TREATMENT TO WHICH THE WATER HAS BEEN SUBJECTED. SOFT WATER: 0-�0 MG/L., ~___ I VERY HARD WATER: ABOVQ 3QQ '--- - 'MQDERATEAc-HARD WAlERv7O-140 MG/L^---~MG/L =11ILLI8RAMPBR 1.ITER---'- HARD WATER: 140-300 MG/L (1 grain/gallon = 17.2 MG/L) SUBMITTED BY: ELAPR 10323 PUTNAM"COU10 TY DEPARTMENT -OF HEALTH- ..��:l -.�: DIVISION OF ENVIRONMENTAL HEALTH SERVICES GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM Reilly Construction 45. 3 2.4 Owner or Purchaser of Building Tax Map Block Lot Reilly Construction Building Constructed by 102 r(Etvf Ca ( f &1W �leTlYZiiA7II �uv i Location — Street Residential Building Type Patterson TownNillage Gramatani SMG Subdivision Name Subdivision Lot # I represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewage treatment system serving the above - described property, and that it has been constructed as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules, and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs or assigns, to place in good operating condition any part of said system constructed by me which fails to operate for a period of two years immediately following the date of approval of the "Certificate of Construction - Compliance'.' for.the..sewage treatment system, or,an re airs made b me::to such s stem,�except y .. p. _ �'' ._ .. �.....Y . . where the failure to operate properly is caused by the willful or negligent act of'the occupant of the building utilizing the system. The undersigned further agrees to accept as conclusive the determination of the Public Health Director of the Putnam Department of Health as to whether or not the failure of the system to operate was caused by the willful or negligent act of the occupant of the building utilizing the system. /Q Dated: Month Dav °rf Year 2003 Signature: �• J5V 1AL-0 al,c/� C Vr " / Title: President Ge al Contractor (Owner) — Signature Corporation Name (if corporation) Address: 155 E Main Street, Brewster Burdick Contracting Corporation Name (if corporation) Address: PO Box 532, Brewster, State: New York Zip 10509 State NY Zip 10509 DEC —I8 -02 02:10 PM TOWN OF PATTERSON 9148782019 P.OS L08d`RA FMtOL'>ZlAltl�k.N.,. ': /vbf�e XeafuV, Orrwa* AarowN �f6 Rehh DNuia• • DUrtla qr taftMl SuYfar DEPARn&Wr OF HEALTH I 'Oaneva Road Ermw, Now York 10$09 G+'(naM Wt uau (114) 111.600 F6914171-Ml Moeet� Merles p111111•bisi WtC piU17i•66ti ,la(91U i7i�601f •. �aeq "cwri�ee�o�'QtUlTi'•EQI� t'rWeiool (910nt�0p iwtptU17`•66�1 - OWRERS NAME; PVW71 60H6rpW&T,0H (,ma v;� 15) TAX MAC' NUMBER 4-5 i-.4 TOWN: R AU- TI30RIZZD TOWN OMCYAL: (signature) DATE: cz PUTNAM.COUNTY DEPARTMENT OF HEALTH .DIVISION OF ENVIRONMENTAL HEALTH SERVICES It �� FINAL SITE INSPECTION .3 /14/0-3 Date: "��treef Lociatori , .. ....�: v.ro . .. /rL t}5 Gc�'�Zti��7?5 �C� w Owner NS %, Town Permit # TM # <} �,— — a , Subdivision Lot # 1 1. Sewage System Area a. STS area located. as per approved plans ... .. ....................... b. -Fill section- - date of placement 3:1 barrier Lgth. Width Avg.Dpth c. Natural soil. not stripped............ ......... ............................... d. Stone, brush, etc., greater than 15' from STS area.......... e. 100' from water course/ wetlands ...... ............................... II. Sewa i e S stem - 1,000 eptic to c size ......a. .:, .........other................. b. Septic tank installed level ................ :.............I................ C. 10' minimum from ; foundation ......... ............................... d. Distribtuion Box out ets at same elevation water tested :..., 5 2. Protected below•frost- . 3. Minimum 2 ft.Original soil.between box &.trenches Junction Box - roperly set ....................... :.............................. 1. ength required 900 Length installed E3oo 2. Distance to watercourse measured -�I ©o Ft.......... 3. Installed according to plan ......... ............................... 4. -Slope of trench acceptable.1/16 - 1/32" /foot ............. 5. '10 ft. from property line 20 ft.- foundations.......... 6. Depth of trench <30 inches from surface..:............... 7. Room allowed for expansion,, 100% ......................... 8. Size of gravel 3/4 - 1' /z" diameter clean .................... 9. Depth of gravel in trench 12" minimum ................... 10. Pipe e...... g; PUMD o1DW Mr stems =T 'v b ,r L y Size �..,. p chamber... 2. Overflow tank. 3. Alarm, visua Uaudio .................... ............................... 4. Pump easily accessible, manhole to grade ................. 5. First box baffled .......................... ............................... 6. Cycle witnessed by H.D.estimated flow /cycle........... III. ouse/Buildin a. House located per approved plans ........ .......,,.............. b.' Number of bedrooms ......... ........:........... .L.:.............. IV. Well a. Well located as per approved plans . ............................... b. Distance from STS area measured„ /3 S ft........... c. Casing 18" above grade .................. ............................... d. Surface drainage around well acceptable ....................... V. Overall Workmanship a. Boxes properly grouted .. ...................... ........................ .... b. All pipes partially backfilled ........... ............................... C. All pipes flush with inside of box ... . ............... d. Backfill material contains stones <4" diameter .............. e. Curtain drain & standpipes installed according to plan.. f. Curtain drain outfall protected & dir.to exist watercourse g. Footing.drains discharge away from STS area ............... h. Surface water protection adequate ... ............................... i. Erosion control provided ................. ............................... Rev. 1/97 orm JUV 111" v IG� IdJ� IBM IN IMAM �J orm DEC -13 -2002 02:31 PM HARRY W HICHOLS 914 279 4567 P.01 .m,.:......�...- ..: -xw :-.: . -;�- 4:; .a,F..- .- ......,n. -v r. .. , . ��, .r -�- r. •w- �.... :.......,.,.. k.�.• .... _ _ , .,._. ..,. -e. r - ..v_F _.,.., .. , ._r, .,.. PUTNAM COUNTY DEPARTMXNT OF REALTH DDISION OF E"MONMENTAL HEALTH SERVICES 't R� EQUEST FQA FTri a INSPF,CITON _ For: Fill-_ Y- i Date;. 12-M-07-1 PCHD Construction permit # _ Located: 16 Can Owner /Applicant Name:. R ,f+L Formerly: Is 'System fill.completed? Is system complete? is system constructed as per plansT �„ [ Is well drilled? Is well located as per plans? A *e erosion control measures in place? _ Trenches /fir Pt3 -oz .I' Coys�IOCI"00 ' TM 45 - Block ' .Lot 2.4 Subdivision Name: AT A 0 / Subdivision Lot # t$ Date; Date:--' 11- r " 5 - O L Date: l —1 , -0 ,2—. , I certif/ that the system(s), as listed, at the above premises has been constructed and I have inspected and verified their completion in accordance. with the issued PCHD Construction Permit and approved plans and the Standards, Rules and Regulations of the Putaam:County Department of Iiealth. Daie:..1a - -13 Certified by: r PE D Professions! Address: 2050 -stialf_22, 0 Y. 10502 Lic, # 5612,4 Comments:. FOIL: D ADAM i� CrENE (NAME) Form FIR 99 rkinM YYII wTV r)MnOTMGMT nr P- 1 Public Health Director L&W FLN""U'.8,14. Associate Public Health Director Director of Patient Services DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 Environmental Health (845) 278 - 6130 Fax (845) 278 - 7921 Nursing Services (845) 278 - 6558 WIC (845) 279 - 6678 Fax (845) 278 - 6085 Early Intervention/Preschool (845) 278 - 6014 Fax (845) 278 - 6648 December 23, 2002 Harry Nichols, PE Patterson Park, Suite 106 2050 Route 22 Brewster, New York 10509 Re: Field Inspection - Reilly Construction Fields Corners Road, (T) Patterson Lot # 15, TM# 45.-3-2.4 Dear W Nichols: The above referenced separate sewage treatment system can be backfilled. The following comments must be corrected in the field. -dose test- needs to be witnessed by this Department The distribution box needs to be water 1 4 2. '(f e el If you have any further questions, please contact me at (845) 278-6130 ext. 2261 Sincerely, Gene D. Reed GDR: cj Environmental Health Engineering Aide A Acting Public Health Director Director of Patient Services February 13, 2003 DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 County Executive Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Nursing Services (845) 278 -6558 WIC (845) 278 -6678 Fax (845) 278 -6085 Early Intervention/Preschool(845)278-6014 Fax(845)278-6648 Harry Nichols, PE Patterson Park, Suite 106 2050 Route 22 Brewster, New York 10509 Dear Mr. Nichols: This office is in receipt of compliance for sewage treatment systems as submitted by your office for the following projects. a. Reilly Construction, Fields Corners Road, Lot 14. b. Reilly Construction, Fields Corners Road, Lot 15. c. Finn, Burdick Road, Lot 4. At this time, the above noted projects currently have open comments that still need to be addressed. Copies of the original comment letters have been submitted for your review. Please call me at the number below when all comments have been addressed and ready for re- inspection. If you have any further questions, please contact me at (845) 278 -6130 ext. 2261. Sincerely, Gene D. Reed GDR:cj Environmental Health Engineering Aide MAR -11 -2003 12:30 PM HARRY W NICHOLS BRUCE R FOLEY ?u�fi; X�o11h••Diree�or -- 914 279 4567 P.01 LORETTA MOLINARI RN•., M.S.N, Ailoctate Mik Xealth Director D"dor of . Patient $ervlep DEPARTMENT OF - HEALTH . 1 Geneva Road "-'~- Brewster, New York 10509 _ _ REQUEST FQR MELD TEs�T .•ITT MON: D ADAM STIEBELING *GENE REED -Q! information below.must be L44 completed prior to any scheduling, DATE; D,NGINEER OR FIMI: �ttµ-l� -1 Vv. ' Nib L�l Me, p4opfE #; 2-11-4!n 1LEASON: ` DEEPS: o PERCS: o PUMP TEST; A 130ADiSTREET: 95 �IFLOh -... COPHEF (40 Pomf-0--of- TOWN'" P P�-` M TAX i W#-. AS SUBDIVISION: � � LOT#- CWNTR; oa GOAqtol► _ 1 II�.1..��1�1�1�1�111��11■ ICI -�1.1� �-ml� ®�11��1�0 I-� NYCD -EP MIT .RCA FOR JOINT SEW A SYITNESSI M o,RF. Q.IL JESTINQ VES NO Q Proposed SSTS•within the drainage basin of West Branch or B.oyds Corner Reservoirs. ., Proposed SSTS within 500 feet of a reservoir, reservoir stem or control lake. - X Proposed SSTS within 200 feet of a watercourse or a DEC wetland. a Proposed 55TS design flow greater than 1000 gallons/day-or SPDES Permit required, C1 ,X Proposed SSTS for a Commerical Project. It is the responsibility of the design professional to provide the above information prior to soil testing. This Department will determine the NYCDEP project status (Joint or Delegated) based on the response. Il you answered Xdto any of the questions, NYCDEP must witness the soil testing. This . Department will coordinate a mutually suitable time for field testing with the PCDOH, the Design Professional and NYCDEP. _ If a project has been determined to be Delegated based on the above response and then subsequent information indicates NYCDEP is required to witness the soil testing, it will be the sole responsibility of the design professional to sched-ure re- witnessing of the soil testing with NYCDEP, polt co*ry USE ohs,Y D.{T E. Tt�tBt (MELDIEST) MoMP • P1 ITMOm ml INTY n;=PARTMFNT nF P. 1 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION -OF ENVIRONMENTAL IIEATLII-SERVICE.S.. _ FIELD ACTIVITY REPORT NAVE: AT)T)RFRR: 1'16:E4 rim Street Town State Zip PERSON IN CHARGE PUMP TEST [DOSE TEST `. 6 REQUMED GALLONS EL. START a EL. -STOP Signature and Title REPORT 'RECEIVED EIVED EM I acknowledge receipt of this report: SIGNATURE; 02/96 n .,.. Title; r` �� m I EL. START a EL. -STOP Signature and Title REPORT 'RECEIVED EIVED EM I acknowledge receipt of this report: SIGNATURE; 02/96 n .,.. Title; Street . = :. Town State ` : ; Zip PERSON -IN CHARGE hR TNTFRVTFVtTFI) *.44Z /✓��./%L -5 � Date. Jf Name Title a: and TYPE OF FACILITY N5 eAg!L- Wvl FINDINGS': ��/% r s S e , c.. I4666wiedge, receipt of this report SIGNATURE: n 02- -96 Title; Y. NOV -17 -2002 11:26 AM HARRY W NICHOLS 914 279 4567 P.01 i i i PUTNAM COUNTY DEPARTMENT OF HEALTH DMSION OF EN'V'YItONMENTAL HEALTH SERVICES BRQ1 1p4,T FUR ENAL INS= For: Fill Date: ,..,1�` 1 -T-U2- Trenches PCHD Construction Permit # 0 1 _Q 2- Located: �G� (T} Owner /Applicant Name. mac. TMS; Block Formerly: ___ Subdivision Name: - ���-• Subdivision Lot # (S�` Is :system fill completed? _.,.. , Y-�f . Date: 7e) -z-- is system complete? Date: Is system 'constiucted as per pleas? Is well drilled? _ „� Date: It '12-412 Is well located as per plans? Are erosion control measures in place? -C-S I certify that the system(s), as listed, at the above premises has been constructed and I have inspected and .verified their gompledon in accordance with the issued PCHD Construction Perrrut 'and approved plans and the Standards, Rules and Regulations of the Putnam County Department of Health. Date: Certified by: PE "RA D gn Professional/ Address: 4- S G RL - &.x qr., �� Lic. # (;z. A Comments: - FOR: CI ADAM )(GENE 13 (1`lANS) Form FIR -99 F6flr f7 • xw Public Health Director DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 A MOLINARI R.N., M.S.N. ate Public Health Director Director of Patient Services Environmental Health (845) 278 - 6130 Fax (845).278 - 7921 Nursing Services (845) 278 - 6558 WIC (845) 278 - 6678 Fax (845) 278 - 6085 Early Intervention/Preschool (845) 278 - 6014 Fax (845) 278 - 6648 November 20, 2002 Harry Nichols, PE Patterson Park, Suite 106 2050 Route 22 Brewster, New York 10509 Re: Reilly Construction Fields Corners Road, (T).Patterson Lot # 15, TM# 45 -3 =2.4 Dear Mr. Nichols: ' An inspection of the fill pad at the above referenced project has been completed. Comments are as offered. `Water`is collecting along the fi itherin"-side of the fill- `pad: - Measures need to be taken to v insure proper drainage and eliminate pooling around the fill pad. 2. Clay barrier needs to be installed. Please note that field measurements by this Department in no way suggests the exact size, depth and location of the fill pad. If you have any further questions, please contact me at (845)- 278 -6130 ext. 2261. Sincerely, .ry Gene D. Reed Environmental Health Engineering Aide GDR: cj a.�a SENDING CONFIRMATION DATE : NOV -20 -2002 WED 11:20 NAME : PUTNAM COUNTY DEPARTMENT OF HEALTH TEL 845 - 278 -7921 PHONE : 92794567 PAGES : 1/1 START TIME : NOV -20 11:18 ELAPSED TIME : 00'41" MODE : G3 RESULTS : OK FIRST PAGE OF RECENT DOCUMENT TRANSMITTED.. a. BRUCE R FOLEY LORMA MOLMAN RN.. M.SX P.W. NmBA DI r Auocioa ANfe liaahA D3scfor Doarfar � f'af/m1 Servlrri DEPARTMENT OF HEALTH . 1 Geneva Road, Brewster, New York 10509 GNromm�tal NpItF (1/31371 -6130 Fax(a15)27a -79]1 N[".g 8en1m (t4S)271_esSa WIC pt4s)271.6671 F. (80)278.6M 6ar1r bdbl atl4dPmdwcl (145)271.601{ F1s(143)271_"q November 20, 2002 Harty Nichols. PB . . Patterson Park, Suite Io6 2050 Route 22 Browater, Now York 10509 Re: Reilly Construction Fields Corners Road, (T) Patterson Dear Mr. Nichols; Lot 015, TAM 45 -3 -2.4 ' An inspection of the 511 pad at the above referenced project has been completed. Comments are as offered. I . Water is collecting along the northern side of the 511 pad. Measures need to be taken to insure proper drainage and eliminate pooling around the fill pad. 2. Clsy barrier needs to be installed. Please nom that Sold measurements by this Department in no way suggests the exact size, depth and location of the fill pad. If you have any further questions, please contact me at (845 )-278 -6130 on. 2261. Sineeercly, Gene D. Rood Environmental Health Engineering Aide QDR:cj 1 i w�0 --1 0 EXIST. WELL EXISTING 4 SR. RESIDENCE A B i 1 ° X250 Gal. SE PT 1r- TA PUMP CHAMaE H 4 "10 SOLID PVC SSR 35 y'6 FOBcE MAIN i A 'm f j. { v P) U.6oX (NO } z cc • d � Q o � c i Z I^P ' o Q a 2< tttt X �U ILUI 12, f fill IL f o i . 0 co O' t i i 504 °03'57" t~/ do 113.75' 4 y O O NK R 1 a� J. b. so t 3 0 h to i° b m Z R= 55 pn 4• 0 DIMENSION CHART (in feet) Number A B 1 39 15 2• 53 20 3 91 57 4 92 60 5 87 56 6 %2 52 7 77 99 S 73 47 g 69 46 l0 65 45 11 61 45 1 2 153 147 13 154 146 14 156 146 IS 158 146 16 159 146 17 160 146 I$ . 162 147 19 164 146 5 03 °58 1 0 1