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HomeMy WebLinkAbout0471DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 13.07 -1 -71 BOX 6 September 13, 2006 Joseph Reilly Reilly Construction, Inc. 2140 Route 22 Brewster, NY 10509 Re: Van Cleef Estates Lot 37 (NOV Closing) Cornwall Hill Road Patterson, New York East-Branch Reservoir DEP Log # 2002 -MB -1006 �1 oV Dear Mr Refill r Y . This letter is to inform you that the Notice of Violation concerning the Septic System Plan of the above referenced project has been satisfied. You are now in compliance with the approved SSTS. This matter is closed. Sincerely, jfss q - 'I. /'-� Sissy De La Ossa Assistant Civil Engineer Project Review Group xc: Mike— Budzinski;-,Py:E ;DH. Roger Sokol, P.E. NIVSD—M PUTNAM COUNTY DEPARTMENT OF HEALTH AAP. DIVISION OF ENVIRONMENTAL HEALTH SERVIC CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR SEWAGE TREATMENT SYSTEM PCHD CONSTRUCTION PERMIT # P 2- - 03 Located at Co 1r !a 5, JJ / j lj Town or V' AMge JOcx �vs G� Owner /Applicant Name /�,� L!JA � Formerly Tax Map / 3; Q 7 Block _I Lot 7 Subdivision Name 7%-� C % e- f Subd. Lot # 3 % Mailing Address �'� 0 b o ?4 '757 r��i,i � � • iF Zip Date Construction Permit Issued by PCHD 9 Separate Sewerage System built by kc-I'ULI Address ��(� . 6)(- -7S7 4e I r/V 1, 1�50� Co isting of 1006 Gallon Septic Tank and �o o IS � re v- � o" zr� �(. e-r— L1Q-"/-f- Other Requirements: Water Suuoly: Public Supply From Address or: Private Supply Drilled by 47t- SatK Address 1618 he 3 i ( Afte'vres Building Type kr x t d el tw Has erosion control been completed? j 1/ Number of Bedrooms Has garbage grinder been installed? �!✓ d 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 regulatio s of the Putnam Co ty Department of Health. / Date: `� //2-J 0 Certified by P.E. y R.A. sign Profession Address � � �- r AJ - 0 icense # SCG ( -1-7 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 approvals are subject to modification or change when, in the judgment of the Public Health Director,' such revocat' n, modificatio r change is necessary. -/- G Title: Date: =� By: _.. White copy - HD Fi ; Yell opy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CC -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES WELL COMPLETION REPORT Well Location Street Add�IorAojdl s: ; l Town/Village: y Tax Grid # Map Block Lot(s) Well Owner: Name: r Address: &;111.1 eomst1 a / i )Yi Use of Well: 1- primary 2- secondary Resid al Public Supply Air cond/heat pump Irrigation Business Farm Test/monitoring Other(specify) Industrial Institutional Standby Drilling Equipment Rotary Cable percussion Y Compressed air percussion Other (specify) Well Type Screened Open end casing Open hole in bedrock Other Casing Details Total length __00 ft. Length below grade ft. Diameter _7 in. Weight per foot _17_lb /ft. Materials: Steel _ Plastic _ Other Joints: _ Welded _ Threaded _ Other Seal: A7 Cement grout _ Bentonite Other Drive shoe: J1 Yes No Liner: Yes 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 Yield 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 If yield was tested at different depths during drilling, list: Feet Gallons Per Minute Pump /Storage Tank Information Pump Type L64L. Capacity Depth fia_ Model/I _&�� Voltage HP _- Tank Type X*b Volume o<; &A61 Date Well Completed 11V OK Putnam County Certification No. 007 Date of epory i3 61 Well Driller (signature) A ;' 2wrl NOTE:d Exact location of well with distances to at least two permanefit latfdmarks to be provided on a separate !0fet/plan. Well Driller's Nam b , t / •i d ,fit, Signature: Address: • J%/ l Y"+ Date: L?� White copy: HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WC -97 JUL -06 -2006 03:36 PM HARRY W NICHOLS 914 279 4567 P.02 — BRUCE k: FOLEY - ; ; ' ,y LQR�TT71 "`I,SbL1)dARi R,N,; M.S.N. Pvblrc_, Ncolrh 'DYc�ror •, AU09k9f. Palk 10411E DtP"Mr'• Dofew Pa Ai,, &rvkcj DEPARTMENT OF HEALTH :.... ... 1 Geneva Road Browster, Now York 10509 ` • ' . ' . �aYtronmwtcl liu3lh (914) 271.6170 F+x (9d4) 371.7931 • HmIaj Scrrlcd (914)211.6551 .WIC (914)171.6414 ,FAXQ14) 171.6013 , Lcr {y'iattrveoeloa�(914)�yf•6014 M44901(914)37i 063 P+x(914)37�•664i• - E911 ADDRESS V R1F RA'Px NNr _ — OWftRS NAM TAX KY NUMBER: /3 • 7 — / 7/ 1x911 ADDRESSs �/ `/ L6,A! TOWN: AUTJtiiOMUD TOWN QIMCIAL:' (Signature) DATE:: - The- Put nam• County Department of Health will not issue a Ccrtirkfte:oV.. Construction Compliance unless the above form, is completed' i•e,; a legal, E911 , address is assigned by on authorized town official, .This form is to be subr tted with the appllcadon for a Certificate of Construction Compliance; . - i 1 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL. HEALTH SERVICES GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM Reilly Construction 13.07 1 71 Owner or Purchaser of Building Tax Map Block Lot Reilly Construction Building Constructed by PO Box 757, Brewster, NY 10509 Location — Street Residential Building Type Patterson TownNillage Van Cleef Estates Subdivision Name 37 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 any repairs made by me to such system, except, 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. Dated: Month July ay 13 Year 2006 al Co actor (Owner f— Signature 9he'd /L r0L%d1dUjiQ!3 Corporation a (if corporation) Address: _1010. i &1 -75-7 firGwS��. State: zip t 6 `J Signature: Title: President A Corporation N (if corporation) Address: State zip � ' ~ 'r^ YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 (914) 245-2800 Albert H. Padovani, Director LAB #: 9.600774 CLIENT #: 59414 NON STAT PROC PAGE: 1 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~—mm ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ REILLY CONSTRUCTION P.O. BOX 757 BREWSTER9 NY 10509 SAMPLING SITE: 484 CORNWALL HILL ROAD : PATTERSON COL'D BY: TOM BILLlN WOTEG...: WATER TANK ~~~~~=~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAB PROCEDURE DATE/TIME TAKEN: 05/30/06 11:30 DATE/TIME REC'D: 05/30/06 0055 REPORT DATE: 06/06/06 PHONE: (845)-278-4059 SAMPLE TYPE..: POTABLE PRESERVATIVES: NONE TEMPERATURE..: < 4C COL}FORM METH: MF RESULT NORMAL - RANGE METHOD BASIC PROFILE NMS 05/30/06 MF T. COLIFORM ABSENT /100 ML ABSENT 1008 06/06/06 COPPER (Cu) <0.050 MG/L 0-1.0 mg/1 9002 06/01/06 IRON (Fe) <0.060 MG/L 0-0.3 mg/l 9002 06/05/06 TDS 74 MG/L N/A 9064 05/31/06 CONDUCTIVITY 112 umho/cm N/A 9071 06/05/06 HARDNESS, 'TOTAL- 62.0 MG/L N/A 05/31/06 pH 8.0 UNITS 6.5-8.5 9043 06/05/06 LEAD (NMS) <1 ppb 0-15 ppb 9003 COMMENTS: PICK UP lN CARMEL COMMENTS: BACT THESE RESULTS INDICATE THAT THE WATE AS NOT) OF A SATISFACTORY SANITARY QUALITY ACCORD000"l'HE NEW YORK STATE AND EPA FEDERAL DRINKING WATER STANDARDS, FOR THE PARAMETERS TESTED, AT THE TIME OF COLLECTION. Fe/Mn If both iron and manganese are present, their tota] value combined shall not exceed 0,5 mg/L. TDS TDS IS A DIRECT MEASUREMENT OF CHEMICALS DISSOLVED IN WATER. WATER WITH HIGH DISSOLVED SOLIDS GENERALLY ARE OF INTERIOR PALATABILITY AND INDUCE AN UNFAVORABLE PHYSIOLOGICAL REACTION lN THE TRANSIENT CONSUMER, FOR THESE REASONS, A LIMIT OF 500 MG/L IS DESIRABLE FOR DRINKING WATER. Hd TOTAL HARDNESS IS DEFINED AS THE SUM OF THE CALCIUM & MAGNESI[111 CONCENTRATION, BOTH EXPRESSED AS CALCIUM CARBONATE, IN MG/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. ` , ° ' ^ � YML ENVIRONMENTAL SERVICES 321 Ke treet Yorktown Heights, N.Y.� 10598 (914) 245-2800' Albert H. P^6u ui,`.D ctor LAB #: 9.600774 CLIENT #: 59414 NON STAT PROC PAGE: 2 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~ ... ... ... ... ... ~ ... ... ... ... ... ... ... ... ... ~~~~ REILLY CONSTRUCTION P.O. BOX 757 BREWSTER, NY 10509 DATE/TIME' TAKEN: 05/30/06 11:30 DATE/TIME REC'D: 05/30/06 01:55 REPORT DATE: 06/06/06 PHONE: (845)-278-4059 SAMPLING SITE: 484 CORNWALL HILL.. ROAD SAMPLE TYPE..: POTABLE : PATTERSON PRESERVATIVES: NONE COL'D BY: TOM BILLIN TEMPERATURE..: < 4C NOTES...: WATER TANK COLlFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD SOFT WATER: 0-70 MG/L VERY HARD WATER: ABOVE 300 MG/L MODERATELY HARD WATER: 70-140 MG/L MG/L = MILLIGRAM PER LITER HARD WATER: 140-300 MG/L (l grain/gallon = 17.2 MG/L) pH pH SCALE IN WATER RANGES FROM 1-14. MEASUREMENT OF pH IS ONE OF THE lMPORTANT AND FREQUENTLY USED TESTS IN WATER CHEM<STRY. WATER WITH A LOW pH MIGHT BE CORROSIVE 'TO METAL PIPE'S AND FIXTURES. THE NORMAL RANGE OF pH IS 6.5 TO 8.5. Pb /Cu LEAD limits for p EPA Lead & Copper than 10% of their than 15 ppb and a treatment must be potential. �Iblic schools are set at 15 ppb. Rule for Public Systems requires that no mure distribution points have a LEAD value of more COPPER value of 1.3 mg/L, else water undertaken to reduce the waters corrosive SUBMITTED BY: Albert H. Padovani, M.T.(ASCP) Director ELAFIft 1.032-'3 YML ENNIFOUMENTAL SERVICES . 321 Kear Street Yorktown Heightsv N.Y. 1(,)598 (914) 245-2800� Albert H. Padnvani , Dif6ct0r ' �[ LAD #: 9.600946 CLIENT 56271 NON STAT PROC PAGE: I REILLY CONSTRUCTION DATE/TIME TAKEN: 06/21/06 10:00 2140 RT 22 DATE/TIME REC'D: 06/21/06 11:05 BREWSTER, NY 10509 REPORT DATE: 06/23/06 PHONE:' (845)-278-4059 SAMPLING SITE: 484 CORNWALL HILL ROAD SAMPLE TYPE..: POTABLE : WATER TANK PRESERVATIVES: NONE C{}L/D BY: TOM TEMPERATURE..: NOTES...: COLlFORM METH: N/A DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD 06/23/06 MANGANESE (Mn) <0.010 MG/L O-0.3 mg /l 90O2 06/23/06 ' SODIUM (Na) 7.27 MG/L. N/A 9002 06/23/06 TURBIDITY (TUR <1 NTU 0-5 NTU 06/23/06 ` ALKALINITY (AS 32.0 MG/L. N/A 9001 06/23/06 NITRATE NITROG 0.79 MG/L. 0 - l0 g052 06/23/06 NITRITE NITROG <0.01 MG/L. N/A 9162 COMMENTS: PICK UP IN CARMEL COMMENTS: 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 restricted diet, a maximum of 270 mg/L of Sodium is suggested. 14�� �ze� SUBMITTED BY: Albert H. Padovani, M.T.(ASCP) | Director ELAP# J.0,323 a NAYADIC Waste Treatment Systems Service Contract In consideration of prepayment of the Service Contract cost indicated below, this authorized NAYADIC service company agrees to the following: During the service period specified, make q ins ection calls on the NAYADIC system located at the following address: C�NU�Ad <<t (Street) (Phone) PATT 12s A N my (City) (State) (zip) (County) Inspection calls will include: a. An effluent quality inspection consisting of a visual check for color and examination for odors. b. Adjustment and servicing of any mechanical and electrical components that are out of order. c. Periodic sampling of the settled solids in the aeration chamber. d. Additional service: T`N52e'z r Lit) STMU twk -nord t Nif p6maoa€- ovi e-,c VNjT 1F NcFebE1) A e. If any improper operation is observed, which cannot be corrected at that time, the user shall be notified in writing of the conditions and the estimated date of correction. The cost of this Service Contract will be and is to be effective from 7-11 -0(o to Additional service (as ordered), replacement of out -of- warranty components, laboratory test work, pumping of unit or pre -tank will be done upon written authority from the customer and at an additional charge. IMPORTANT: This warranty /service agreement does not cover the cost of service calls, labor or materials which are required due to 'mis -use or abuse' of the system; failure to maintain electrical power to the system;sewage flows exceeding the hydraulic /organic design capabilities; disposal of non- biodegradeable materials, chemicals, solvents, grease, oil, paint, etc.; or any usage contrary to the requirements listed in the owner's manual or as advised by the authorized service representative. A schedule of charges for parts and additional service may' be checked by phoning: Authorized Service Representative NAYADIC, Waste Treatment Systems For Home and Commercial Use (4) INITIAL 2 YEAR WARRANTY ( ) CONTINUING SERVICE AGREEMENT T'YNGALL !GEPtl(, SMM :NG„j Zn ry y 911( 1 ?jD &Ze wS rc- R Y I 05tfl (9 45 _. V7 890�) Signature of Owner . d ate a- NAYADIC SERVICE /INSPECTION FORM Name of Owner: Serial Number: Name of Resident (if different than owner): Address: City: County: State: Zip: Phone: (home) (business) (�9 Residential () Commercial. () Warranty (p) Service Contract REASON FOR SERVICE CALL: ( ) Routine ( ) Owner Request ( ) -Complaint () Alarm Activated () Sewer Back -up () Septic Odor () Poor Effluent Quality () High Water Level (1 Other: Date Service Requested: INSPECTION RESULTS, I. Checked ALARM ( ) Yes () Alarm Working Properly II. Checked COMPRESSOR () Yes () Compressor Working Properly () Compressor Not Running () Insufficient Air Pressure:. () External Filter Dirty (.) Internal Filter Dirty ( ) No ( ) Faulty Alarm No O Carbon Vanes Worn /Broken () Air Leakage @ psi {) Compressor is Noisy () Compressor is Overheating III. AERATION CHAMBER () .Brown () Clear () Grey /Black (Septic) () White Suds () Thick, Brown Foam () Grease Balls % Settled Solids = Odor: ( ) None () Slight () Septic IV. CLARIFIER: Scum Layer = () 0" - 2" () 2" -40 () 4" - 6" () >6* Effluent Quality = ( ) Clear ( ) Turbid ( ) Septic, grey V. Other Observations: SERVICE OR REPAIR PERFORMED: Date Performed: () Pumped Nayadic () Remove Scum /Grease Balls () Repaired /Replaced Alarm Warranty: () Yes () No ( ) Repaired /Replaced Compressor Warranty: () Yes ( ) No () Peripheral Equipment (ie. pumps, chlorinator, etc.): O Other: (describe) () Service Work To be Performed At A Later Date: () Additional Comments: Service Performed By: Authorized NAYADIC Service Representative (Signature of Owner) (Date) (Signature of Serviceman) (Date) 0 0 CD ILV CD ;;. Routine/Emergency 0 Pump Nayadic Pump Pre-Tank Repair/replace compressor. Repair/replace alarm Repair lift station Scum layer thickness Aeration color % Settleable. solids 0 Effluent Quality CD. Odor 1. Yes/rio service contract O 0 7— CD 0 CD 0 of . PUMP 39 U LIRA VIOL ' E2�P61 td S tO N %ER r- -�U� SoLID PJG SVR - 3$ U Mt,r r 60 —` �+ ' ooGL, 'Tr•NG 3 B6e EXrso E7 ooM p 80' TANI( RES{DE9dCE �. 10 to J.Box�TYP) t2 43'a.F AeS -f¢cticw 2i 20 A' K114. '. a2 30,.. - - n. 18 40' 4(,'. 23 35.' 3 t1 4-01 9 -' _ i 24 i ¢p' 2: - ` t oo0 GAL 38' 13— , 25. }° 45, SEPTtCTAr1►�, Ek15'r � tf 6'T. O.c- WELL_ ,5. 33' l4 TYfd 4Z' 26 4!a' AER081G- MF- AMENTUNtl- Q D6 -7. 6 2 "� 6oUD:R✓G. FOReEMA�N 32�F.00.., OAD- FPutnam. County Department of Health L�i ision of Environmental Health Service's._. roved as noted for t3ontormanee with; -. --.9. —i.l•G niTPR- and- $eaUlationS - e,-the - N,OT E :: "! �s a conditiorn1 of Approval, a servq'ce contract shall'_be in.�. e s ct en thr6to b®ut the usefv� life,of the aerobic treatm trai t": July 17, 2006 Putnam County Health Department 1 Geneva Road Brewster, NY 10509 ATT: Michael J. Budzinski, P.E. Senior Public Health Engineer Harry W. Nichols Jr., P.E. Patterson Park - Suite 106 2050 Route 22 Brewster, NY 10509 Tel: (845) 2794003 Fax: (845) 2794567 Email: hnengineer@aol.com RE: Construction Compliance — Reilly Construction Van Cleef Estates — Lot # 37 Town of Patterson Dear Mr. Budzinski: The following is a response to your review memo dated July 13, 2006: 1. Copy of Service Contract is enclosed. 2. Requested note has been placed on'the map. Very truly yours, Harry W. Ni /hols Jr., P.E. HWN:gav 02- 095.37 Harry V..J. Nichols Jr., P.E. F9 Paltcrwn Park, SuiCc'1 OG ' 2050 Routo 22 Brm(cr, NY 10509 ; Telephone (Z45) 279 -4003 Fax (&45) 279 -4567 Date: To: ' PC W p lob No.: 0 �Z-° 0 C? 3' (p� D .Project l r e,'00 4 • T ST T Ilk WC,11 Attention: L e T 6.Ud I tiSk,o. / i 2 e�✓6'j ti �.�' Gentfenien: We enclose (�- Cop'ies of: t3/W Prints Rep r od ucibles Reports .Tracings Specifications Memorandum. Copy ofletter. Description Revision/L)ate'No. SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 July 13, 2006 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health Harry Nichols, PE Patterson Park, Suite 106 2050 Route 22 Brewster, NY 10509 Re: Construction Compliance for Reilly Construction Lot #37 — Van Cleef Estates (T) Patterson, TM #13.07 -1 -71 Dear Mr. Nichols: This Department has received and reviewed the submitted application and plans for the above referenced project and the following comments are offered for your consideration. ✓�. Please submit a copy of the executed service contract for the aerobic treatment unit (ATU) which provides, as a minimum, semi - annual inspections and annual pumping for three years or more. The ultraviolet (UV) light is also to be included in the service contract agreement. L'2. A note is to be placed on the as -built plan stating, "As a Condition of Approval, a service contract shall be in effect throughout the useful life of the aerobic treatment unit." Upon completion of the above, this Department will continue its review. Kindly advise us if there are any questions. I' Respectfully, Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section. (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention/Preschool (845) 278 -6014 Fax (845) 278 -6648 f July 12, 2006 Michael J. Budzinski, P.E. Director of Engineering Putnam County Health Department 1 Geneva Road Brewster, New York 10509 Harry W. Nichols Jr., P.E. Patterson Park - Suite 106 2050 Route 22 Brewster, NY 10509 Tel: (845) 27911003 Fax: (845) 279 -4567 Email: hnengineer@aol.com RE: Individual SSTS Compliance — Reilly Construction 484 Cornwall Hill Road Patterson, NY T. M. # 13.07 -1 -71 Dear Mr. Budzinski: Enclosed are the following: 1. Five (5) prints of Drawing S -37, "As -Built SSTS ", dated 07/11/06. 2. "Certificate of Construction Compliance for Sewage Treatment System ", dated 07/12/06. 3. Three (3) copies of "Guarantee of Subsurface Sewage Treatment System ". 4. Laboratory Reports, dated 06/06/06 & 06/23/06. 5. "Well Completion Report", dated 01 /13/06. 6. Application Fee in the amount of $300.00 payable to Putnam County Health Dept. 7. "E -911 Address Verification Form ", dated 07/06/06. 8. Revised maintenance agreement will be submitted under separate cover. If there are any questions concerning the enclosed, please call. Very truly yours, Harry W. Nic Is Jr., P.E. HWN:gav 02- 095.37 Slice of__�__ PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEATLH SERVICES FIELD ACTIVITY REPORT NA AM 4�1S TA=► Zvi Street Town State Zip PERSON IN CHARGE 7, /(/"J,G f l •� / J�� nR Name and Title ! l TYPE OF FACILITY :S FINDINGS: lono :z/z S, I ^ Ooco -c�i-c- Alt) lovo Gaj, 0 Q� f ,, u .. U v- �1 I / 1 i,./% 1 , Gl a TN:4PFC'T0R, TFT Signature and Title RFPQRT RFC'.F.TVFT) RV: I acknowledge receipt of this report: SIGNATURE: 02/96 JUL-05-2006 I1:4 ' AM HARRY W NICHOLS 914 279 4567 P.01 ox-io 7 PUTNAM COUNTY DEPARTMENT OF HEALTH DMSION OF ENVIRONMENTAL HEALTH SERVICES $EQI TF CT OR FINAL INRE =10 For: Fill .....,.,,.,,,.� 1) ate: ,. °" -��� Trenches P CHD Construction Permit Located: C caner /Applicant Name: r t3i 67 Block Lot Formerly: Subdivision Name: Is system fill completed? Is system complete? _ Is system 0003t acted as per plans? � Is well drilled ?. Is well located as per plans? Are erosion coutrol'measures in place? Subdivision Lot # i JA Date: C L Zza —d Date: Date: 1 certify that the "*s), as listed, at the above premises bas 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 Putnam County Department of Health. Date: Certified by: 19 PC RA D fesssonal Address: r Uc. C 2LI Comments: FOR: 0 ADAM 0 GEM (A/ (NAME) ` Form FIR-99 1 7i n r Franc i inn � i + • :1-' TFI • R4� a71� 7921 NAME:PUTNAM COUNTY DEPARTMENT OF P. 1 im SALCOR INC. P.O. BOX 1090, FALLBROOK, CA. 92088 -1090 Phone(760)731 -0745 FAX (760)731 -2405 INSTALLATION NOTES AC VERSION — MODEL 3G UV UNIT 1. The AC Ballast is mounted on the PVC lamp handle with electrical ties. The ties are intentionally loose so that the ballast can be adjusted to correspond to the 3 /a" PVC nipple entrance to the electrical junction box. 2. The 4" riser pipe and PVC handle are cut for a specific job,the PVC handle should be cut so that the top of it is even with the 3/a "pipe nipple. 3. The UV lamp and cord are mounted in the disinfection sub - assembly as in the instructions. It is important that the lamp be fully inserted into the quartz tube. 4. All connections are made in the electrical junction box. After insertion of the disinfection sub - assembly into the chamber, the female 2-'pin connector on the lamp cord and the 4 -pin connector on the ballast are fed through the pipe nipple into the electrical box. Then the 2 and 4 pin connector are attached with the existing connectors. 5. Input AC Power Input 120 volts (50 or 60 hertz) AC power leads are connected to the two side by side vacant positions on the terminal strip inside the electrical box. Polarity is not important. The input wires can be fed through electrical conduit as stated in the DC version of instructions. It is recommended that the electrical box be grounded, and there is a threaded hole in the box for that purpose. 6. LED INDICATOR A green LED in the side wall of the electrical box indicates that the UV lamp is operating properly. 7. The UV Unit is equipped with a patented long life lamp that should be changed every two years. r SALCOR UV DISINFECTION UNIT ELECTRICAL JUNCTION BOX WITH INDICATORS AND ALARM CONTAC' 4 GROUND LEVEL 26 (ADJUSTABLE AT INSTALLATION) 7 4" PIPE -,,,- I i TREATMENT PLANT EFFLUENT SECTION A -A V UV LAMP QUARTZ TUBE & TEFLON COVER ART FRAME AND GASKET DISINFECTED EFFLUENT LAI 31.5 HANDLE FOR REMOVAL SUPPORT FRAME & GASKET- UV LAMP/ QUARTZ TUBE & TEFLON COVER DISINFECTION SUB - ASSEMBLY NOTE: NOT ALL DIMENSIONS TO SCALE 'f $ALCOR INC. P.O. Hoot 1090 FAIMMok, CA MOB-IM Tel: (TAO) 7314746 Pac: (760) 731.2405 .I• I /• Y7' /� Y�I' �. 1� f V� • f k '1 �M •' � 1. First, unpack the unit and check for any longs in shipping. Then are 9 sub- asswbliss that =rprise the W system, which are: 1. 1 infection fix - 3" ABS pipe sub - assembly with a double tee. 2. Extension riser - 4" ABS pipe with 3/4" PM nipple and 4" cap. 4. 12 VDC. poster supply S. TWO 3-4" ABS mTw ders 6. Disinfection assetly e anodized alminum frame, quartz sleeve covered : wi.th Teflon.. . 7. PVC 1" handle for disinfeadm assembly. 8. W Lwp — packed inside PM- handle. 9. Lup table + finer Optic pz93e- Report any dAmge' immediately There will bid Mw additional item needed to install. the UV system that are mat t=Wshed with the system. nmy are: 1. ABS coot 2. I8 -gauge wine 3. F.1BG.'t rieal c=duit - 3/4" electrical bmc connection. 4. i011ttmeter s. Silicone sealant 6. Teflon tape 7. Isopropyl (rubbing) Alcohol 8. Glycerirte (aptiaial) .I - 2 - II. Piping Disinfection Chamber The disinfection chamber consists of a 3" ABS vertical section 18" long, which extends downward from a double tee. Two side ports on the double tee connect the chamber to the effluent pipe.from the home sewage treatment system. A riser section extends 14 inches above the double tee. Since the effluent pipe is usually 4" sch 40, two 3 -4" expander sections should be bonded with ABS cement to the double tee side. ports.. A hole should be dug deep enough to mount the disinfection verta- cal and attach the side ports to the home treatment plant effluent pipe. At the top.of the W disinfection chamber is a 3 -4" ABS expander fitting. To this, is attached a 4 -inch ABS riser pipe. The riser pipe supplied is two -feet .long and it has a 3/4" PVC nipple on the upper end. This riser pipe should be cut so that one foot extends above grade as a minimum. An equal distance. should be cut off the PVC handle for the W disinfection assembly, which fits inside the riser pipe. After cutting, the riser pipe should be bonded into the 3 -4" expander fitting at the top of the W disinfection chamber with ABS cement. The W disinfection chamber should be bonded into the effluent piping. It is important that the chamber be vertical. III. Electrical The W system operates on 12 Volt DC power. The 2 -amp DC power convertor should be mounted inside the home. It plugs into a standard 110 - 120 VAC outlet: The two wire DC convertor outlets should be joined to two 18 AWG stranded wires (not furnished), which are run from i - 3 - the home to.the W disinfection system through underground conduit to the electrical box on the above ground portion of the 4 -inch ABS riser Pipe. The electrical box is mounted to the riser by screwing it onto the 3/4" PVC nipple. Either silicone sealant or Teflon tape should be used to waterproof the connection. The electrical box should be. mounted so that the 3/4 -inch conduit connection faces downward. Inside the electrical box is the 12 VDC ballast for lamp operation. A terminal strip is mounted on the lower left side of the box. The two wires, which have been run through the conduit from the house should be connected to the upper two terminals. Polarity is very important. The top terminal is positive and the terminal immdiately below is'negative. The positive lead of the 12 VDC. power convertor is marked with black electrical tape._. The. 18.AWG extension wires should be color coded either black ( +) and white ( -) or red ( +) and white ( -). The polarity should be checked with a multimeter before inserting the 18 qauqe wires into the terminal strip. At this point, the electrical installation may be checked by pluqqinq in the power supply and observing a green LID on the left side of the electrical box.. After checking, the power supply should be disconnected, pending.conpletion of IV. IV. Disinfection Sub - assembly and W Lamp Hook -up To install the W land into the disinfection sub - assembly, plug the square 4 -pin connector on one end of the lamp .cable + fiber optic probe into the W lamp. Try to not touch the quartz lamp envelope. If it should be touched, remove any fingerprints or smudges with Isopropyl (rubbing) Alcohol and a lint free cloth. :r - 4 - Then, feed the cable through the PVC handle and insert the lamp into the quartz sheath in the disinfection sub - assembly so that it extends all the way to the bottom. Next, screw the handle onto the PVC nipple on top of the disinfection sub - assembly. Next, insert the assembly into the ABS disinfection chamber. The assembly seals against the chamber walls with two IDPM rubber gaskets. To lesson friction when inserting, we reoommend that the seal be lubricated either with. water or glycerine (available at any drug store) . Do not use silicone or any petroleum based oils or eases! When fully inserted, the disinfection sub - assembly is properly located by two PVC pins mounted near the top of the disinfection chamber. Proper location can be determined by feel, in that the disinfection sub- assembly cannot be rotated in the chamber when it is properly mounted on the pins. Then, the lamp cable and fiber optic probe should be fed through the 3/4" PVC nipple into the . electrical -box : The lamp cable is connected to the ballast by mating the 4 -pin connector male and female plugs. The fiber optic probe is inserted into the small jewel located on the left side of the electrical box just above the power indicator LID. Next, the power supply should be re- connected. A faint blue light in the fiber optic jewel indicates that the W lamp is operating. Finally, the 4 -inch ABS cap should be placed over the 4 -inch ABS riser pipe and the cover .plate should be mounted on the. electrical box. The unit is now operational. I. - 5 - V. Servicing It is reconrended that the disinfection sub - assembly be removed and checked every six months. The W lamp should be replaced every year. Up-gradient oratnage -- _- �� 10. All cut slopes and embankment fills are to be immediately lato oacn KnB F n stabilized pc. -' slope stabilization notes. Flo 11. 'Special additional sediment and erosion control measures- as warranted by field cond'dions, and as specified by -the site engineer, the Town of qo ' /'' 1 ;Patterson Building Inspector or the Town Engineer shall be installed by the contractor when so directed. Ny9•a•F-•C• WETLAND _C10 SI _lLA pp - 22 �; SLOPE STABILIZATION NOTES SCALE: I" CA All cut slopes and embankment fill are to be immediately laid back and stabilized as follows:. PROPERT}' SHOWN ON TOWf vuN'rco 6JFFER �� � a 1. Grade to finished slopes. 90 VIaUILMIUM veNTnrJM ((ilt -24" 5.9y /✓(4;1 r� 2. Soils shall be scarified. \ go CoaNus s rbo .%agaA (re -z4• ea p/ N %bj,G EDGE OF NYSPr5G \ Q 'yry, W6TL A 3. Topsoil with not less than four (4) inches N of suitable. topsoil material, S S D S D E S I C l \ , 4. Seed with a grass mixture of 40% Kentucky /k / iii, a Bluegrass, 40% Creeping Red Fescue, and \ ��� GiOjihi 20% perennial Rye grass at the rate of not 31k !Ir „t'll !) I`\ less than 2 pounds per 1,000 square feet. ut+rc o too yEpR 0ji,, �� 5. Mulch with not less than one (1) inch and tf'Pt !( RA! \ h I >; tlt,l �i 30. G D F not More than three (3) inches of straw. r-LOOh PLAIN ��z��4i \ \t\0 \1r 6. t= 1JIMINATED AMC REPI.Ar -eU WI'(V4 Alls( It f'DO.\ zz�zzz4ii •lNlllli ' AIJL. \: A DSTO T ' —U- IN LL, Ot9- MDAKA5ouT5 50U Op tAAIt4TAlNI;Q LAWN AKEAS. I'RVVII)I-!T- 5500 t. m LIM17 of 0 ` \\UFr: LoR Y 0.P `_ HICKONAP TEST PIT DFS( HOLE a L: 0-0,- O - II” 7 \�� '� '� .L. LtNIT OF DISTVZy9AKGE - .�' �~ \ -• ' "�' ,) VMQ See-'"ON A -1 O -III -- Z'"!" M INV. 14r- .6`1 31 Fj' U IZ D -0, - 1 O" C PVC 4 (_n r° Q I' OI c; l7 OP 449 5_0_ N \ �� -- - - - - -- 0et! -"`` -•s -- "'"del. 13' \ - A6 0 1000 641. 3", _ VMIf nrrN. 58 4 ° ;5°WwU.tYP �� Atr 55 �d EXf'F"tN °JON?_ —, .lo o r;er ../Gtr 1NV �1'1"1•'L�i' '� In 4e -- se Pr c -rl,a �- 7-1.�;'i /l5`.. S Tof 45B - o o l �• 45� 51 l.F. AtSS TOlnCN•. 1 1 Ay' _ - '' _....i / j} i / Y% o.!i't' / . WELT. 195145 -2'm raatw,_rv,•�. ----.. ', M � z �. G /' —� r(q ••` "YI- ` . 172.310' ^IMF CORNWALL HALL --- _IROAI� ex. t ®" c.H.v. - A_-z l I P. c.9. A -4 o tzh T'-F C. t5. A- 3 707 qGO. o [ -[_,G EN 'sal° TOP 452, 50 I tOP 't53. 15 l %h�Y/ IRV. `f4-7.5�} ;'1? dl'!'.1{11 ! 1' l tl,ty. k47.5 \ t INV. 1148.52 i-Iu.I �Q I' -1A �.- _� •,-- .- .1�itlN. ------ 6. \iti(imi lit SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN .Associate Commissioner of Health Harry Nichols P.E. Patterson Park, Ste 106 2050 Route 22 Brewster, NY 10509 Dear Mr. Nichols: DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health May 24, 2006 Re: Field Inspection — Reilly Construction Cornwall Hill Road (T) Patterson Lot # 37, T.M. # 13.07 -1 -71 The above referenced separate sewage treatment system can be backfilled. The following comments must be corrected in the field. v**"1. It appears that the fill pad is short on width (south side). ,/2. An inspection of all tanks, ATU and UV unit must be performed by this department prior to backfilling. L,/S. A pump test needs to be witnessed by this Department once the electrical inspection has been completed and notification of such has been submitted to this Department. If you have any further questions, please contact me at (845) 278 -6130 ext. 2261. GDR:mcb Sincerely, Gene D. Reed Senior Environmental Engineering Aide Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early InterventioniPreschool (845) 278 -6014 Fax (845) 278 -6648 D TON +OF ENV R NTAIEN3'�L: E�i,TH SEI2'� CES :. 7��:,SI3� INSPE�T�[OiY -. i pected,by: 'Tlvl # ! 3 • D 7' 1- 7 %.ubdiyision Zot # : 3 a °STS area located s pera_pproyed:p3ans . b Fill secfion ' date nf;placenment w,.Y fit, 3 1 rbarrier Lg�h` : width :Avg Dpth .. c a ° d "Si bras etc. eaterthan' from S'I}5 :area ,: ` . e 1 °00' from wafer course %etlands, IL Sewage System' t a Septic tank size I,DDD 1,50 other b S eptie�tank installed level ; ...;. , .:... n C 1'0'�nimumrfrom foundation d Distribution boa l A�1:outlets at same elevatian �vater:tested Protectedbeiow�frost' ` .. :: _ 3 1uPiniaium2 ft Original soil between box 8i trenches. e Junoibn`$10 Properlyset . 5 reo�c es 1 den r aired re� O Len ; uistalled 00 Y � distance =to watereourseineasuredr.o Ft 3 Installed •aceorduig to plan :4 Slope oftrenchtiaccepable /1b 1 /32"1foot S. lnrft frompropertylhe 20 ft 'foundations.......... fi De th of trench <30 inches,from surface ..... 7 Room allowed fore ansio ; 100%0 .... -P - 8 :Size of gravel34 1? ✓z° diameter clean ................:.: 9. Depth of gravel in trench l2 minimum.;.:;... ........:..:: `, .e ds:capp`ed g:. urn osed 5 sterns .� izeof um chamber.. : ...:.:..:.::.:...:.........:. —� PP ..... .: ...... ve 3 �glarmsrrsual/audio :a:.. :.. .::,...k.:....... $u Piunp easily accessible,.-aiihole to;grade. .... 5 First'b6 a$1ed ° 6 C ,cle witnessed by H D estimated;flowlcycle ...:.:.... IIL.Huse :uildinir aiou5elocated , era roved laua .......... PP P b Nunmberofbeooms ...:. ....: ...:..� ............. TV, Well Well located as per approved plans b; .:Distance from ST :area measured 1''. l o p ft..........:. e Casing lT, above g - ade.:.. :. ....:.:....:...:..... d Surface drM. ge around ell; acceptable ....................:.. V Overall aasl iu f oxen properly grouted :......:......_...:. ...........:...:............ b:. All i es artiall y `bacl'illed P.:P P '. c All pipes flush witli de of box ................. d.:aclill matencontauis stones <4 ":diameter...,..... :.... r e. Curtain drain & .staadppes installed according to plan.: f - Curtain drain oudall protected :'&i ditto exist watercourse g. ':Footing drains discharge.away'irom,ST S. area.....:......... h. Surface water protection adequate ........ :............ . i. Erosioncontrol': rovided.............. Rev.12 /02 For= TNAM COUNTY DEPARTMENT OF HEALT1 ION OF ENVIRONMENTAL HEALTH SERVI CONSTRUCTION PERMIT FOR SEWAGE TREATMENT SYSTENJ # F' %— 0'7 Located at -464 (,0F44w m-1. Subdivision name V144 01WW7 Subd. Lot # �1 Date Subdivision Approved Owner /Applicant Name fLol, '1 Mailing Address Jww Amount of Fee Enclosed _ Building Type pf505H"� , J Ch ia'�YrPJL410 D--1 pi- �� q-®oap Town or Village Tax Map11Q01 Block 1 Lot '71 Renewal X Revision Date of Previous Approval O'S! 0 i 10*) W,6V-,P— Zip i 0T01 Lot Area It 6 No. of Bedrooms 10' Design Flow GPD (POO Fill Section Only Depth Volume PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage System to consist of !000 gallon septic tank and Other Requirements: �'�m`� �Yj� 1 i P11,4, To be constructed by 16 Address Water Supply: Public Supply From or: "/,— Private Supply Drilled by Address Address 500 1-f-' ABO,:� I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatment system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. Signed: 11""L P.E. x. R.A. Date 0f0 Address lA"TD License # ��-A- APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified w en onsidere necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new pe t. ppr ve discharge of domestic sanitary sewa nly. G �s (� By. Title: Date: — White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CP -97 MAY-23 -2006. 02 Pri HARRY W NICHOLS 27's' 4 S PMAM COUNTY DtPARTMZNT OF HEALTH DMSION OF ENVIRONMENTAL HEALTH SERVICES RROLMST FOR ENA1, INSPEMON For- Fill Date-. 51-- 2.3 - Q � -- Trenches kf PCHD Construction Permit # Located:, If2:11;"t6i�d 9,1 owner/Applicant Name:. Ce-,Ae"Ac-p TM 11A 7Block Lot Formerly: Subdivision Name: IL " C!.0 Subdivision Lot # Is system -fill completed? DW: It system complete? Date: 4;"-12- Is system constructed as per plans? Is well drilled? Date: 2 Is well located as per plans? cj Are erosion control measures in place?- I ca* that the system(s), as Wed, at the above premises has been constructed and I have inspected and verified erified their completion in accordance with the issued PCM Construction Permit and approved plans and the Standards, Rules and Regulations of the Putnam County Department of Health. Certified PE RA Date. by: Des' W Professional 47, Address.- Q Ixft- Lic. # co=mts: FOR: ADAM �GENE (NAME) Form FIR -99 77 t1A'1`-23 -2006 TGIF ; '. :40 TEL,845-278-7921 NAME:PUTNAM COUNTY DEPARTMENT OF P. 1 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health May 9, 2006 . . Harry Nichols, P.E. Patterson Park, Ste 106 2050 Route 22 Brewster, NY 10509 Dear Mr. Nichols: DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health Re: Proposed Aerobic Treatment Unit for Permit # P -2 -03 (T) Patterson, TM # 13.07 -1 -71 This Department has received and reviewed the manufacturer specifications for the proposed Nayadic Model M -8A aerobic treatment unit (ATU) for the above referenced project. Please be advised this Department has no objections to utilization of the above referenced ATU for this proj ect. You are herebyreminded that ATU units must include as a standard feature a service contract which provides, as a minimum, semi- annual inspections and annual pumping for three years or more. In addition, a service contract shall be in effect throughout the useful life of the unit (i.e., a series of uninterrupted service contracts). Should you have any questions concerning this matter, please feel free to contact this. office. MJB:kly Respectfully, Michael J. B Director of F Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 =6648 Harry. W. Nk ch 61s Jr.; R.E. PattersonFark, -Suite 106 2050 Route 22 'Brewster, NY 10509 Telephone (845) 2794003 Fax (845) 279 -4567 Date: To: Job No.: ,�- k o Project 491015,j 1015.. S 7 5 "Lr✓�' / ,�/ � Attention: � v Iq ! g G t, Gentlemen: We enclose (,copies of B/W Prints /Specifications Description: Reproducibles Memorandum Reports Tracings Copy of letter Revision/Date No. Sent Via: Our Messenger Blueprinter Your Messenger Hand Delivery Copy to_ First Class Mail Special Delivery Ver* truly yours, W. Priy/hols Jr., P.E. U2 M � �ft c n - RESIDENTIAL FM r i . -- & COMMERCIAL Nwr SEWAGE • No Internal Moving Parts to Maintain or Replace •. Durable, Lightweight Fiberglass Construction TREATMENT specifica 1- Minimal. Space Requirements for histaHation Several Plant sizes Available: 50 6,6J00, 00, 1000, 1500 gpd SYSTEM . Y strue r ` y Why Are Reside ntial and + 4 Quiet, Odorfree Operation Commercial Consumers Better than 95% Removal of Sewage contaminants ' Buying Nayadic Srij • Tested and Certified under ANSI/ NSF Standard 40 Wastewater Treatment as a Class I System • No Internal Moving Parts to Maintain or Replace •. Durable, Lightweight Fiberglass Construction NAYADIC is an efficient Wastewater Treatment Plant that has served the needs morep o ' of residential and commercial customers all around the world. Specifically satisfac : Y engineered to provide the highest degree of treatment with only minimum ,f maintenance requirements, NAYADIC is your first choice to handle your waste - contnuc water treatment needs. With over 30 years experience, NAYADIC is one of the oldest names in the wastewater industry. As such, NAYADIC continues to provide our customers with quality products backed by quality people. specifica 1- Minimal. Space Requirements for histaHation builihng si Several Plant sizes Available: 50 6,6J00, 00, 1000, 1500 gpd . Y strue r ` y • y ­50 Quiet, Odorfree Operation guiii e ,e. a Better than 95% Removal of Sewage contaminants ' Discharges Clear, Odorless Effluent all;you ` Q ' • Tested and Certified under ANSI/ NSF Standard 40 as a Class I System NAYADIC is an efficient Wastewater Treatment Plant that has served the needs morep o ' of residential and commercial customers all around the world. Specifically satisfac : Y engineered to provide the highest degree of treatment with only minimum ,f maintenance requirements, NAYADIC is your first choice to handle your waste - contnuc water treatment needs. With over 30 years experience, NAYADIC is one of the oldest names in the wastewater industry. As such, NAYADIC continues to provide our customers with quality products backed by quality people. The unique design of the NAYADIC system enables it to provide an exceptionally high degree of . treatment with only minimal maintenance requirements. The single tank concept requires no internal moving parts. The compressor, which supplies air to the plant, can be located either inside an adjacent building (i.e. basement, garage, etc.) or provided with a protective housing if it is to be installed outside. The NAYADIC Wastewater Treatment System utilizes a design that is engineered to greatly exceed most nationally accepted standards. For example, the clarifier design provides more than 25 times the minimum surface settling area as required by the Great Lakes / Upper Mississippi River Board of State Sanitary Engineers: Recommended Standards for Sewage Works (10 States Standards). The NAYADIC system also incorporates a circular, perimeter clarifier that provides not only a large surface settling area, but also a 360 degree effluent weir. This critical aspect of the NAYADIC system further enhances the settling capabilities of the plant by reducing the hydraulic velocity through the clarifier, thereby dampening the effects of hydraulic surges. This feature which is unique to the NAYADIC system, helps insure continuous high performance with only minimal, easy to perform maintenance requirements. 1.1 T W O R K S.., Because of its highly efficient design, the NAYADIC system is capable of producing a high quality effluent without the need of additional filtration equipment. The NAYADIC has been tested and certified under ANSI/NSF Standard 40 as a Class I System demonstrating a treatment efficiency of more than 95% removal of sewage contaminants. The NAYADIC system consists of two treatment chambers in a single tank. The center aeration chamber is a circular tank with a sloped, open bottom which empties into the bottom of the outer clarifier chamber. Located in the center of the aeration chamber is an eight inch diameter draft EFFLUENT WEIR tube which extends to four inches from the bottom of the clarifier. Air is released at the bottom of, ACCESS LID AERATION the draft tube through a disc plate diffuser. As the diffused air rises in the draft tube, it causes an HAM AIR CBER SUPPLY upward flow of process fluid. This draws the settled solids from the bottom of the clarifier up z LINE w through the draft tube where they are discharged at the surface of the aeration chamber. The LL I I LL design of the draft tube insures continuous and complete mixing of oxygen with the sewage. Z i . This allows for the growth of various aerobic organisms that biologically degrade the wastewater DRAFT TUBE f / �' l contaminants. scum i Gravity causes the aerated solids to settle back to the bottom of the tank where they are again BAFFLE drawn back up through the draft tube. As raw sewage enters the aeration chamber, it displaces \} CLARIFIER biological solids from the aeration compartment to the clarifier. Quiescent conditions in the clarifier allow the digested solids to settle to the bottom of the clarifier where they are returned DIFFUSER back to the aeration compartment. The clarified (treated) effluent flows slowly up through the clarifier and over a weir which extends around the periphery of the tank. The effluent collects in an outer trough where it discharges through a four inch pipe. A scum baffle located inside the overflow weir prevents floating solids from passing over the weir. NSF Tested and Certified Class I System Tested by NSF under the standard 40 protocol, NAYADIC has been certified as a Class I aerobic system. This is the highest perfor- mance standard established by NSF. Five (5) Plant Sizes Available To insure proper sizing of each plant, NAYADIC provid a individual treatment plant capacities: 50 , 600, 00, 1000, 1500 gpd (gallons per day) Low Installation Cost The lightweight, fiberglass construction eliminates the need for expensive equipment to transport and install the NAYADIC. Also, the single -tank design eliminates the need for pre- treatment tanks or secondary filter tanks. Highly Treated Effluent (TSS). Throughout the entire testing period (no results discarded), the mean effluent BOD was 6 mg/1, and the mean effluent TSS was 7 mg/1. Minimal Space Requirements The NAYADIC can be installed in a very small area (approx. T diameter). In addition, the sloped, "hopper - bottom" design of the outer basin requires an even Based upon the ANSI/NSF Standard 40 test results achieved in 1991, the NAYADIC demonstrated a treatment efficiency of 96% removal of Biochemical Oxygen Demand (BOD) and Total Suspended Solids smaller area at the bottom of the exca- vation. This is especially advanta- geous when digging in rocky soils or in areas with a high water table. Two (2) Year Warranty NAYADIC, Inc. warrants each treatment plant to be free of defects in.workmanship for a period of two years from the date of installation. Quiet, Odortree Operation The NAYADIC utilizes a totally "aerobic" process which eliminates the offensive "rotten egg" odors frequently observed with septic tanks. Easy Access for Service All necessary inspections and maintenance can be performed by simply removing the access cover of the NAYADIC plant. ' The NAYADIC does not have any moving parts or electrical components located within the tank. The compressor is located externally to allow for quick and easy access. Low Maintenance Cost Other than routine inspection and periodic pumping of excess solids, the NAYADIC requires very little mainte- nance. In many instances, repair of the compressor can be performed in the field, by an authorized NAYADIC service representative. I A Y D I; Model M -6A Specifications Wastewater Treatment Test Results (ANSIMSF Standard 40 Test Evaluation) Test Results Influent Mean mg] Effluent Mean mgl Reduction BOD (5 days) 150 6 961'0 SS 195 7 95 System Components and Materials WastewaterTank'Dome and Cover: Fiberglass Reinforced Plastic External Compressor. 1725 rpm, 115 Volts 60 cycle Alarm System: Low voltage (12 Voft DC) Sensors Signal to the Control Box. Audio /Visual Signals Alert the Owner to loss of Air Supply or High Water Level In the Tank. ITEM Treatment Gal/Day Volume Gal Shipping Weight Organic loading lb. BOD /day Aeration Rate d/Ib. BOD /day Rated capacity CFM e 8 psig Diameter Total Height (includind lid) Grade to Inlet invert Grade to outlet invert Excavation Depth inlet invert' outlet invert' Model N 1200A CD UNIT SPECIFICATIONS From Bottom Excavation - See Drawing Distributed by: 1501 COMMERCE CENTER DRIVE N AYA D I FRANkUN, OH 45005 937 746 -2727 • Fax 937 - 746 -1446 A Division of Consolidated Treatment Systems, Inc. www.nayadic.com 1/03 Model M -1050A as Model M -2000A NSF Cwtifi xi to ANSDNSF Standard 40 Clan, M -6A M -8A M -1050A M -1200A M -2000A 500 600 800 1000 1500 600 1050 1200 2000 265 350 450 525 900 0.5 -1.5 1.0 -2.0 1.7 -2.4 1.7 -2.5 2.4 -4.2 3000 2950 2900 2300 2710 2 -3.7 3 -4 3.4 3 -4 6 -7 73" 82" 82" 94" 124 "x 98" 931/2" 106" 1141/2° 1261/2" 135" 201/2" 26" 261/2" 30" 37" 241/2" W. 301/2" 33" 381/2" 86" 98 1/2" 107" 119 1/2" 127 1/2" 651/2" 721/2" 801/2" 89" 98" 61 1/2" 68 1/2" 76 1/2" 86" 96 1/2" From Bottom Excavation - See Drawing Distributed by: 1501 COMMERCE CENTER DRIVE N AYA D I FRANkUN, OH 45005 937 746 -2727 • Fax 937 - 746 -1446 A Division of Consolidated Treatment Systems, Inc. www.nayadic.com 1/03 Model M -1050A as Model M -2000A NSF Cwtifi xi to ANSDNSF Standard 40 Clan, NSF International EXECUTIVE SUMMARY The Nayadic, Inc. Model M -6A was tested under the provisions of ANSI/NSF Standard 40 for Individual Aerobic Wastewater Treatment Plants (1990), which was developed by the NSF Joint Committee on Wastewater Technology. The performance evaluation was conducted at the NSF Wastewater Technology Test Facility in Chelsea, Michigan, using wastewater diverted from the Chelsea municipal wastewater collection system. The evaluation consisted of six months of testing, during which a seven week stress test was conducted. The evaluation consisted of three weeks of dosing without sampling to allow for plant start -up, sixteen weeks of dosing at design flow, seven weeks of stress test and five weeks of dosing at design flow. Sampling started in the fall and continued through the winter and into spring, covering a full range of operating temperatures. Section H. (3), in Appendix A of Standard 40, provides for exclusion of up to ten percent of effluent sample days, not to exceed one during stress testing, in completing the pass /fail determination. Other than samples collected for information only, no sample days were excluded in the pass /fail determination for this evaluation. The average effluent BOD5 was 6 mg /L during the evaluation, ranging between <5 and 14 mg /L, and the average effluent suspended solids was 7 mg/L, ranging between <5 and 22 mg /L The Model M-6A produced an effluent that successfully met the performance requirements established by NSF Standard 40 for Class I effluent: The maximum arithmetic mean of seven consecutive sample days was 9 mg /L for BOD5 and 12 mg /L for suspended solids, both well below the allowed maximum of 45 mg /L. The maximum arithmetic mean of 30 consecutive sample days was 8 mg /L for BOD5 and 8 mg/L for suspended solids, both well below the allowed maximum of 30 mg /L. Removal rates ranged from 95 to 97 percent for BOD5 and 96 to 98 percent for suspended solids, consistently above the requirement of 85 percent. The effluent pH during the entire evaluation ranged between 7.3 and 7.9, within the required range of 6.0 to 9.0. The plant also met the requirements for noise levels (less than 60 dbA at a distance of 20 feet) and color, threshold odor, oily film and foam. SUMMARY OF ANALYTICAL RESULTS Interquartile 1/94 3475 Plymouth Road, PO Box 130140, Ann Arbor, Michigan 48113 -0140 USA Telephone: 313 - 769 -8010 FAX: 313. 769-0109 Telex: 753215 NSF INTL Average Std.Dev. Minimum Maximum Median Range BOD5 (mg /L) Influent 150 30 66 220 150 130 -170 Effluent 6 2 <5 14. 6 5 -7 Suspended Solids (mg /L) Influent 194 66 .52 480 180 150 -220 Aeration Chamber 7,900 2,040 260 11,000 8,200 6,500 -9,400 Effluent 7 3 <5 22 6 5 -8 Volatile Suspended Solids (mg /L) Influent 160 46 58 390 150 130 -180 Aeration Chamber 5,800 1,560 200 9,500 6,100 4,600 -9,400 Effluent 6 2 <5 18 5 5-6 PH Influent - - 7.0 7.8 7:4 7.5 -7.6 Aeration Chamber - - 7.0 8.0 7.4 7.4 -7.5 Effluent - - 7.3 7.9 7.6 7.5 -7.6 Dissolved Oxygen (mg /L) Aeration Chamber 1.3 1.8 0.1 7.6 0.4 0.1 -1.5 Effluent 3.9 1.2 0.8 6.3 4.2 3.5 -4.7. 1/94 3475 Plymouth Road, PO Box 130140, Ann Arbor, Michigan 48113 -0140 USA Telephone: 313 - 769 -8010 FAX: 313. 769-0109 Telex: 753215 NSF INTL NAYADIC INC. Aerobic Sewage Treatment Systems GenEom Hcontact M Treatment abilization and extended aeration Capacity Holding — 800 gallons Treated — 600 gallons Organic Capacity 1 to 2 # BOD/Day Efficiency 95% + Reduction (BOD, TSS) Aeration Rates 2950 cf. /lb. BOD/Day @ 3 psig Weir Overflow Rate 32.8 Gallons / foot / Day Compressor 1/3 HP, 1725 rpm, 60 cycle, 115V Rated Air Line Y2" PVC Sch. 40 Diffusion Diffuser: disc plate body w/ snap -on Check diaphragm Warning Device Visual / Audio- Visual Treatment Tank Fiberglass Construction Height 79 %2" w/o Cover 106" with Cover & Lid Diameter 82" Weight 625 lbs. Maximum Depth of Installation: 721/2" Inlet invert to Tank Bottom. Inlet and Outlet Pipe Connection: 4" PVC opening Material Specifications: Polyester Laminated Glidden 4728 or Equal with over 33% glass content, Owens Coming fiberglass 825 -DA- 211, Producing typiem cured properties as follows: A) Flexural Strength — 36,350 PSI B) Flexural Modulus —1.49 x 106 PSI C) Tensile Strength 16,210 PSI D) Heat Distortion temp —1830F PLAN AIR LINE RECIRCULATION PIPE SUPPORT INNER TANK v RECIRCULATION PIPE L- INNER TANK SUPPORT OVERFLOW WEIR SCUM BAFFLE i� OUTER TANK I - DIFFUSER cn n LID OVERFLOW WEIR r COVER 4" I.D. I.D. LD�� r� SCUM BAFFLE AIR LINE INNER 1 (TANK-\ PRESSURE AIR INTAKE \ 1 ' 1/8"-1/4" SWITCH -A6502 FILTER -N6513 t —/ BLACK -IRON 3/8"x 1/2" 67" I.D. BUSHING -N6010 BLACK -IRON 3/8" NIPPLE -N6005 TEE -N6006 73" I.D. 1/2" - 3/8" 3/8" NIPPLE -N6005 PVC - BUSHING N5012 REDUCING 90o ELEVATION 1/2" SCH. 40 J BLACK -IRON COUPLING -N5001 �� ELBOW -N6004 0o0 o � 000 DETAILS co co — OUTER TANK — RECIRCULATION PIPE ftdk4&9ftMft0ftAlLAb, Aft 011 I PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL please print or type PCHD Permit # P - Well Location: Street Address: $4- Town/Village Tax Grid # 64P-i-4W44, Rtt�L F—D' ? AMP -6() j Map It, 0-1 Block ( Lot(s) Well Owner: Name: F*W CbH�i�WT1oN Address: ' ,14© t �Z P- dalavi E� N`� 1s 09 Use of Well: X Residential Public Supply Air /Cond/Heat Pump Irrigation 1- primary Business Farm Test/Monitoring Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought 5+ gpm # People Served '}J - 5 Est. of Daily Usage _4 LAO gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling New Supply (new dwelling) Deepen Existing Well Detailed Reason for Drilling Well Type Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No X Is well located in a realty subdivision? ...................................... ............................... Yes 3X No Name of subdivision 14,0-H L,1.55F gyi rOO Lot No. t Water Well Contractor: Address: Is Public Water Supply available to site? .................................. ............................... ` Yes No A_ Name of Public Water Supply: Town/Village Distance to property from nearest water main: Proposed well location & sources of contaminatio to be provided on se p to sheet/plan. Date: Applicant Signature: rW PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above, is granted under provisions of Article 10 of the Putnam County Sanitary Code and Subpart 5 -2 of Part 5 of the New York State Sanitary Code and provided that within thirty (30) days of the completion of water well construction, the applicant or their designated representative shall: 1) Pump the well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED. FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. An revision or alteration of the approved plan requires a new permit. Well to be constructed by a water we, dr ller certifie d by Putnam County. Date of Issue Permit Is s cial: r Date of Expiration Title: (P 0 Permit is Non-TransferWhIet White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health Harry Nichols, P.E. Patterson Park, Ste 106 2050 Route 22 Brewster, NY 10509 Dear Mr. Nichols: DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 ROBERT J. BONDI County Executive August 29, 2005 Re: Proposed SSTS: Reilly Construction Cornwall Hill Road (T) Patterson, TM # 13.07 -1 -71 Review of plans and other supporting documents submitted at this time relative to the above regarded project has been completed. Comments are offered as follows: 1. The minimum of 4 sets of SSTS plans, last revision June 29, 2005 are to be submitted. Upon receipt of a submission, revised to reflect the above comments, this application will be considered further. RM:kly V tr ly yo Robert Morris, P.E. Senior Public Health Engineer Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Nursing Services (845) 278 -6558 Fax (845)278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648 OVA ""` `Xe bziw - f �eWrr Department of Environmental_ Protection 'Emily Lloyd ,Commissioner Tel: (718) 595 -6565 'Fax (718) 595 -3557 '"Bureau of Water Supply 465 Columbus Avenue Valhalla, New York 10595.1336 'Michael X Principe, Ph.D. Deputy Commissioner ,Tel (914) 742 -2001 Fax (914) 741 -0348 Joseph Maggio, P.E. Deputy Director. Engineering Division EOH Tel (914) 773 -4470 Fax (914) 773 -0343 August 23, 2005 Robert Morris, RE Putnam Co. Health Dept. 4 Geneva Road Brewster, NY 10509 Re: Van Cleef Estates, Lot 37- SSTS 454 Cornwall Hill Road Patterson, NY Boyds Corner Reservoir DEP Log # 2002 -MB- 1006 -SS.1 Dear Mr. Morris: This letter is to inform you that the New York City Department of Environmental Protection (Department) has determined that the above - referenced application is complete.' In addition, the Department has no objection to the approval of the above - referenced regulated activity. This. determination is based on the review of submitted documents including the plan titled " Proposed SSTS for Van Cleef Subdivision Lot # 37" prepared by Harry W. Nichols, RE, dated 11/06/02 and last revised 06%29/05. The applicant must contact Sissy De La Ossa of my staff at (914) 773 -4416 at least.2 days prior to the start of construction of the SSTS so that a Department representative may inspect and monitor the installation. Sincerely, Margaret O'Co , P.E. Supervisor Engineering Review Group xc: Roger Sokol, P.E., NYSDOH Harry W. Nichols, P.E. PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH INDIVIDUAL WATER SUPPLY & SUBSURFACE SEWAGE TREATMENT SYSTEMS REVIEW SHEET FOR CONSTRUCTION PERMIT . NAME OF OWNER: STREET LOCATION: .REVIEWED BY: RM, OR, AS, MATE: Y N I DOCUMENTS (__)(_)PERMIT APPLICATION ""WELL PERMIT OR PWS LETTER UUPC -97 C_J )LETTER OF AUTHORIZATION UUDESIGN DATA SHEET (DDS) U(_)CORPORATE RESOLUTION L _)(SHORT RAF UUPLANS-THREE SETS L__)L_JHOUSE PLANS - TWO SETS L _)L _)VARIANCE REQUEST SUBDIVISION (_ )(_LEGAL SUBDIVISION' UUSUBDTVISIONAPPROVAL CHECKED U(_JPERC RATE L _)(FILL REQUIRED DEPTH L _)(__)CURTAIN DRAIN REQUIRED GENERAL LOCATED IN NYC WATERSHED PLANS SUBMITTED TO DEP DELEGATED TO PCHD DEP APPROVAL, IF REQ'D DEEP TEST HOLES OBSERVED �.- ) PPRCS TO BE WITNESSED TPROVAL SSDS ADJ, LOTS LANDS (TOWN/DEC PERMIT REQ'D ?) A ON DDS PLANS & PERMIT SAME 1969 NEIGHBOR NOTIFICATION L__)LETTER BI/ZBA L-)100 YR. FLOOD ELEVATION W/I200' L_)SOIL TESTING LOTS >10 YEARS OLD O PLANS WAGE SYSTEM PLAN - (NORTH ARROW) L/4(jSD S HY DRAULIC PROFILE L _GRAVITY FLOW (CONSTRUCTION NOTES 1 -15 L� ESIGN DATA: PERC & DEEP RESULTS T CONTOURS EXISTING & PROPOSED DRIVEWAY & SLOPES, CUT FOOTING /GUTTER/CURTAIN DRAINS USDA SOIL TYPE BOUNDARIES U(TITLE BLOCK; OWNERS.NAME ADDRESS TM #, PE/RA; NAME, ADDRESS, PHONE# L�DATE OF DRAWING/REVISION . LPL DATUM REFERENCE (.,-.L-�LOCATION OF WATERCOURSES, PONDS LAKES,WETLANDS WITHIN 200' OF P.L. (_L)� PROPOSED FINISH FLOOR AND BASEMENT ELEVATIONS DWELLS & SSDS'S W/IN 200' OF SSTS (��PROPERTY METES & BOUNDS L�L__)EROSION CONTROL FOR HOUSE, WELL & SSTS, EROSION CONTROL NOTE COMMENTS: (REVSHEET)09 /01 /00 TAX MAP #: (CONFIRMED) Y--N (REQUIRED DETAILS ON PLANS CONT'D) U )HOUSE SEWER -' /V FT. 4 "0'; TYPE PIPE CAST IRON NO BENDS; MAX BENDS 450 W /CLEANOUT RENEWALS (SITE NOTE (NO CHANGE) FILL SYSTEMS - ' HORIZONTAL; PAST TRENCH SLOPES 3:1 TO GRADE ILL SPECS/ FILL NOTES 1 -5 U FILL PROFILE & DIMENSIONS (_ )FILL IN EXPANSION AREA FLL GREATER THAN 2 FEET YPLARALLEL AY BARRIER L CERTIFICATION NOTE PTH GAUGES L. ON PLAN FOR R O.B., UNCLASSIFIED & IMPERVIOUS ARATION DISTANCE FROM TOE OF SLOPE TRENTRENCH PROVIDED 60FT MAX. TO CONTOURS 100% EXPANSION PROVIDED DETAIL/DUST FREE CRUSHED STONE OR WASHED GRAVEL L__)(_JGEOTEXTILE COVER SEPARATION DISTANCES ON PLAN - FROM SSTS I10' TO P.L. DRIVEWAY, LARGE TREES, TOP OF FILL 20' TO FOUNDATION WALLS 100' TO WELL, 200'1N DLOD, 150' TO PITS 100' TO STREAM, WATERCOURSE, LAKE (inc. espan) L-)50'TO CATCH BASIN, 35' STORMDRAIN, PIPED WATER (,,n4_- �10' TO WATER LINE (pits .2 0 -) X50' INTERMITTENT DRAINAGE COURSE (! Imo_ )200'/500' RESERVOIR, ETC. _ 150' GALLEY SYSTEMS L6L _)10' MIN TO LEDGE OUTCROP SEPTIC TANK (_5'C_)10' FROM FOUNDATION; 50' TO WELL WELL (DIMENSIONS TO PROPERTY LINES �� LOCATION OF SERVICE CONNECTION MIN 15' TO PROPERTY LINE SLOPE L LOPE IN SSTS AREA 520 %) L_)REGRADED TO 15 %, IF REQUIRED DOSE/PUMP SYSTEMS L�(�PUMP NOTES DOSE 75% OF PIPE VOLUME/DOSE VOLUME NOTED DETAIL FOR FORCE MAIN, (PIPE TYPE, ETC.) PIT AND D -BOX SHOWN & DETAILED (_)(_)1 DAY STORAGE ABOVE ALARM CURTAIN DRAIN J:�7= DPIPES, 5' BOto CDS = >5 -1 %) 100 % - <1% to CD DISCHARGE /100' with 182 cons day discharge (__)L__)10' MIN to NON - PERFORATED PIPE �'' •..M of �i%wrrl�, Department of Environmental Protection August 2, 2005 Harry W. Nichols Jr., P.E. Patterson Park, Suite 106 2050 Route 22 Brewster, NY 10509 Re: Van Cleef Est. lot 37 SSTS Cornwall Hill Road Patterson, New York East Branch Reservoir DEP Log # 2002 -MB- 1006 -SS.1 Dear Mr. Nichols: This letter is to inform you that your application to engage in the above referenced regulated activity pursuant to the "Rules and Regulations for the Protection from Contamination, Degradation and Pollution of the New York City Water Supply and Its Sources" (Regulations) was approved on July 25, 2005. The Department reserves the right io modify, suspend or revoke this approval based on the grounds set.forth in Section 18 -26 of the Regulations: The activity proposed in your application only applies to the terms of this approval and is subject to the Regulations cited above. Failure to comply with the conditions of the approval may be the cause for suspension of this approval and initiation of an enforcement action. Should modification, suspension or revocation of an approval be necessary, the Department will notify the regulated party, via certified mail or personal service prior to modifying, suspending or revoking this approval. The notice will state the alleged facts or conduct which appear to warrant the intended action and explain the procedures to be followed. Please contact Sissy De to Ossa at (914) 773 - 4416 at least two days prior to start of construction so that an inspection may be scheduled. Sincerely, Margaret O'Con or, P.E. Supervisor Project Review Group xc: Robert Morris, P.E. PCDH (w/Encl) R. Scott Ballard, NYSDEC, 21 South Putt Comers Rd. New Paltz, NY 12561 -1696 (w/Encl) Building Inspector, Town of Patterson (w/Encl.) Roger Sokol, P.E., NYSDOH Joseph Reilly, Reilly Construction, Inc. 2140 Route 22, Brewster, NY 10509 Terri - Ann Hahn, LADA , P.C. DEPART MFti New York City DEW Department of . ENTALPROt Environmental Protection SUBSURFACE SEWAGE TREATMENT SYSTEM DETERMINATION Pursuant to the authority granted under: Article 11 of the New York State Public Health Law; Rules and Regulations For The Protection From Contamination, Degradation and Pollution Of The New York City Water Supply and Its Sources, 15 RCNY Section 18 -39 (or Chapter 18); and 10 NYCRR Appendix 75 -A Wastewater Treatment. Standards - Individual Household Systems. New York City Department of Environmental. Protection makes the following determinations with respect to the sewage disposal.system(s) plan described below: Name of Project: Van Cleef Estates Lot # 37 — SSTSs Location: Cornwall Hill Road Tax Map# 13.07 -1 -71 (T) Patterson Owner: Joseph Reilly, Reilly Construction Address: 2140 Route 22 Brewster, New York 10509 Drainage Basin: East Branch Reservoir Type of Sewage Treatment Systems and General Description: Subsurface Sewage Treatment System for a three (3) - bedroom residence. The system consists of a 1000 - gallon septic tank and 500 linear feet of absorption trench and is designed to treat 600 gallons per day sewage effluent, and a pump chamber. An Aerobic Treatment Unit DF 60 (600 gpd) and, an Ultraviolet Disinfection Unit have been added to the proposed SSTS. Additional area exists for 100% replacement of the absorption area. The systems shall be installed in accordance with the plans described in Appendix A, prepared by Harry Nichols, P.E., and the Engineering Report dated February 5, 2005, prepared by LADA, P. C. Dates of Site Inspections and Soils Tests" Deep Hole Tests - October 29, 1996 Percolation Tests - November 21, 1996 (XX) Approved ( ) Denied Conditions of Approval: 1. Where fill will be placed on the subsurface treatment system area, trees shall be cut at ground level. The area shall then be plowed perpendicular to the ground slope to a depth of 8 inches. The fill shall be placed on the perimeter of the site and pushed into place in such a manner as to minimize soil compaction. . 2. Prior to the commencement of any construction requiring a building permit, the applicant must provide at least 48 hours actual notice to the NYCDEP engineer or his representative making this determination. 3. The facility shall be constructed and completed in accordance with the engineering report, plans submitted, specifications provided, which form the basis of this approval, and in accordance with the conditions of this determination. 4. This approval shall expire and thereafter be null and void unless construction is completed within two (2) years of the date of issuance. or within any extended ' period of time approved by NYCDEP upon good cause shown. 5. The applicant will provide "as built" plans to NYCDEP, certified by the engineer. 6. When installed the system must be operated and maintained in accordance with NYCDEP Regulations and all other applicable regulations and/or standards. 7. In the event that the material submitted is inaccurate or misleading, this approval is not valid and construction of the SSTS is in violation of NYCDEP Regulations. 8. This determination constitutes approval only of the physical design of the septic system for proposed installation and operation on a watershed of the New York City Water Supply. An approval of the septic system design does not affect any existing property rights, title, or interest, including without limitation, any public or private restrictions upon the use of the land. Therefore this determination shall not be considered to be a grant or waiver of any property right. The sewage disposal system shall be constructed in conformity with the data and plans as approved or commented upon. Any change in the system must be approved in advance of construction by this Department and any other agencies with regulatory authority, including but not limited to county and state department of health. 10. The system shall receive only the domestic sewage from the structures shown on the plans. The nature and quantity of flow from the structures shall not be changed without prior approval of this Department and the Department of Health. 11. All parts of this system are to be operated and maintained properly. In no case is sewage or sludge to be exposed or any other unsanitary or unsafe condition to be created because of the use of this system. Guidance on standards is found in the Waste Treatment Handbook issued by the New York State Department of Health under New York State Code of Rules and Regulations (10 NYCRR Part 75). 12. Whenever sludge and scum shall so accumulate in any septic tank so as to occupy together at any point more than one -fourth of the distance between the bottom and the flow line, the tank shall be cleaned. 1.3. Whenever-sludge and scum are removed from any septic or settling tank or any paq.of the.system it shall be done iii such a manner as to cause no nuisance, and the material shall be disposed of in accordance with all applicable regulations. 14. This approval shall not be construed to invalidate any rule or regulation enforceable by local authority having jurisdiction. 15. This approval and all conditions of the approval are binding on the owner of the property. Buyer hereby acknowledge, covenants, warrants and represents-that he /she shall install and maintain any and all erosion controls, and septic facilities on the premises in accordance with the plans approved by the New York City Department of Environmental Protection on July 25, 2005. 16. Buyer hereby covenants, warrants and represents that any lease, mortgage, subdivision, or other transfer of the Premises, or any interest therein shall be subject to the restrictive covenants contained herein pertaining to the installation and maintenance of erosion control, and septic facilities. Any deed, mortgage or other instrumental of conveyance shall specifically refer to the attached plans and shall specifically state that the interest thereby conveyed is subject to covenants and restrictions contained herein. 17. Buyer's obligation to install and maintain any and all erosion controls, and septic facilities on the premises in accordance the attached plans shall be, shall run with the land, and shall be binding on Buyer's heirs, successors and assigns. 0 e Date: July 25, 2005 Determination made by: Margaret O'Conn , P.E. Supervisor Engineering Review Group Recommended for Approval: Sissy De La Ossa Assistant Civil Engineer Engineering Review Group This determination letter must be maintained by the applicant and be readily available for inspection at the construction site. e APPENDIX A Plan Dated Last Revised Proposed SSTS November 6, 2002 June 29, 2005 PUTNAM COUNTY .DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES LETTER OF AUTHORIZATION Property off LL� Cry ��U�I AN Located at 414 Ga F-+"' \"1 .A1-L 41 LL T/V pAITIgH Tax Map # 0- } _D Ar Block Lot -7 Subdivision of V"�t4 6-L.65r�- 15-6'1_ATf� Subdivision Lot # '?'-7 Filed Map # 2 -7-7 I Gentlemen: This letter is to authorize ( b I4-0L' j Date Filed i2 44/% a duly licensed Professional Engineer ) or Registered Architect to apply for the required wastewater treatment and/or water supply permit(s) to serve the above -noted property in accordance with the standards, rules or regulations as promulgated by the Public Health Director of the Putnam County Health Department, and to sign all necessary papers on my behalf in connection with this matter and to supervise the construction of said wastewater tretment and/or water supply systems in conformity with the provisions of Article 145 and/or 147 of the Education Law, the Public Health Law; and the Putnarn:,County Sanitary Gade. Countersigned: Mailing Addres State Zip o�p� Very truly yours, Signed: alll� (Own of Property) Mailing Address: 22 &_5 w 'bt-Ep-, State NY Zip Osp Telephone: � � �1 4 0o� Telephone: Form LA -97 f June 28, 2005 Putnam County Health Department One Geneva Road Brewster, New York 10509 Aft: Robert Morris, P.E. Harry W. Nichols Jr., P.E. Patterson Park - Suite 106 2050 Route 22 Brewster, NY 10509 Tel: (845) 2794003 Fax: (845) 2794567 Email: hnengineer@aol.com Re: Individual SSTS — Van Cleef Estates, Lot # 37 Cornwall Hill Road Town of Patterson T.M. 13.07 -1 -71 Dear Mr. Morris: Enclosed are the following: 1. Five (5) prints of SS -37, "Proposed SSTS," dated 6/27/05. 2. "Construction Permit for Sewage Disposal System," dated 6/27/05. 3. "Well Permit Application," dated 6/27/05. 4. "Letter of Authorization." 5.. Two (2) copies of Residence Floor Plan(s), for "Bedroom Count Only." 6. Review Fee in the amount of $400.00. We would appreciate your review, approval and issuance of the Construction Permit at your earliest convenience. Very tr ly yours, Harry W. Ni ols Jr. HWN:jmm:jm 02- 095.37june times the trench width beyond the sidewall of the trench. After fill pad cot tcriel, titers mwt be 5 feet of additional —1—MM pervious it with the final 2 feet being b pervioas soil with a one (1) vertical m three (5) larn aital slope. The too of the dope shall extend 7. the virgin sail d m 12 inches deep and 24 inches wide. Topwil shall be applied in accordance- . with Appendix 75 -A, Section 75 -A9 (1,441). Site modification activities inwlving placement of fill are to be conducted during relatively dry periods to minimise soil smearing and aeessiw wit compaction. The required depth of fill within the sewage oesnmem Y."" Brea is I fees which Ipproxirnaua to aJ90 cubic yards. Fill shall be sun of bmk gavel suitable for wage absorption, be free of fins or other unsuitable material eM dug have an in- Platt percolation nine st least equal to m faster than the natural underlying soil after the required mobilization period. The Design Prof ..ional shall perfona a minimum of two (2) percolation tests in the fill after stabiliution is achieved. Fall suitable for sewage absorption should contain no mote than 5 percent and preferably no more then 2 percrnt fines by weight. Fines ere clay and silt particles she, pass a #200 ..siex. No more than to percent by weight of the fill material shnuld pas.00100 sieve. PIN I9HGD r l'AOTED N19ARO KPILL NOTES M rAGTEO NO _ p •`\�7�T 0 � � VITAVL.[% TEKIAL ENO'TE "I) Tes:PT qT HeRl�, UN°iUITADLE MATEKIAL. I-t, ENG0UN-iEREt2 IN Trtr'WoH OTTOM, UNOrw -CUT TO OerTH 06.1r-LMINev VY 501L5 eNCGWre61z- NO K- erLAGG WITH GOMFAG-iGO STANOARD ON -5,1TG MATCI�IAL O NITHIN ter" Or- 1-0TTOM OF Fire. A " GOMrAGTEO 5AN19 DCOt91N& TO fie SMOOTH BO rR101Z TO I f I rl%.INhTALLAiION. ALLOY) POK Firr. DELL eeN175. P(NIhH OMFAGTEO °JANE DAGKPIL.L. TO q-A00VI✓ THE PIre OM rL ETF TI�GNGH DAGKFII.L NITH GOMrAGTol7 9TAN17AI-19 N -51TI; MATC KIAL- N)"1 U'E�'� WITH IOK6r- MAIN I STALLPT IONS -SCALE: I °; C -O" - Y^— T -0- 8 / 0 b e �ti �N CORN KnP� Ef N.Y.S•DGG ��77WETLAND t d%� 2L EDGE OP .NYe P5r- � WETLANDS P O`� _nit o \00, ��-� � LINtT aF loo YEAx V F)_oov PL-AI" Y6�5-cb 1 I wo jg-ll' • /el (ay HtH . 11GE N Z -z LORETTA MOLINARI R.N., M.S.N. Public Health Director DEPARTMENT OF HEALTH 1 Geneva Road, . Brewster, New York 10509 ROBERT J. BONDI County Executive Environmental Health (845) 278 - 6130 Fax (845) 278 - 7921 Nursing Services (845) 278 - 655.8 WIC (845) 278 - 6678 Fax (845) 278 - 6085 Early Intervention/Preschool (845) 278 - 6014 Fax (845) 278 - 6648 OFFICIAL NOTICE OF PERMIT SUSPENSION CERTIFIED RETURN RECEIPT REQUESTED December 17, 2003 Reilly Construction 155 East Main Street Brewster, NY 10509 Re: Suspension of Permit: Reilly Construction Comw.aU Hill.Road,_Lot #37: - TM 13=(T) Pattergor 71 Dear Sir: Please be advised that the December.l 5, 2003 for the.above.regarded -proj ect has been suspended by this Department.for the.-reasons noted below: - -. -.- - New York City Departm�eriti, ='of. 'Env-ir.& mental . Protectitn -'. -has notified this -Department that -The proposed house and SSTS may be within the New York State Department of Environmental Conservation 100 foot buffer zone. The suspension of the permit will remain in effect until these issues have been satisfactorily addressed. Furthermore, pursuant to Article III, Section 3, paragraph d, of the Putnam County Sanitary Code, whenever inspection indicates construction to be otherwise than in accordance with the permit all work shall cease upon written notice served upon any person connected with or, working in said system. Please be advised that appropriate steps must be taken immediately to resolve these issues. Should you have any questions or care to discuss this matter, please contact me at (845) 278 -6130 ext. 2166. RM:tn cc: BI (T) Patterson Sissy De La Ossa, NYCDEP Harry Nichols, P.E. V my yo s, Robert Morris, P.E. Senior Public Health Engineer LORETTA MOLINARI R.N., M.S.N. Public Health Director DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 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 OFFICIAL REQUEST FOR STOP -WORK ORDER ROBERT J. BONDI County Executive December 17, 2003 Paul'Piazza Building Inspector . Town of Patterson P.O. Box 470 ,._ Patterson,NY_:._12563 Re: Stop -Work Order Request: Reilly Construction Cornwall Hill Road, Lot #37 (T) Patterson, TM# 13.07 -1 -71 Dear Mr. Piazza. The Permit P -2 -03 for the above regarded project has been suspended by this Department for the reasons noted below: 1. New York City Department of Environmental Protection has notified this Department that The proposed house and SSTS may be within the New York State Department of Environmental Conservation 100 foot buffer zone. It is respectfully requested that a Stop -Work Order be issued until these items have been satisfactorily resolved. Thank you, in advance, for your cooperation in this matter. Should you have any questions or care to discuss this matter, please contact me at (845) 278 -6130 ext. 2166. Ve 71 ly your VL_� Robert Morris, P.E. Senior Public Health Engineer RM:tn [ 'Id JU 11VMWl0QC3MU nli vi 1UJ ""vii - - -' - - - -- - -- -- -- . ; •CcI1r�i;rP i%l.:t�t tiYC DEP/BWS Operation and Engineering Division FAX r: 914- 773 -0343 TCan3CUc to F KK:` D�lzver To:e�a S'x o jest: I v 0 V 0 Y.�n. Fax Cover Sheet Dare: �2,— �l� -ya3 Phone: 4.tq -- 743--�� Wmber of aces: (IrtcludirtR Cover Sheet) y ' P «iih [his crinsmission, letie Call: �c inv robl.irs P l0'd VV:6 HE Zl 380 y .S 1:r U JV 11•IJWIUVUJV 1111V 1VJ WV19111U-- JWVI'1 YVVL VLV! JV V' 1Ji vV VV a-V LVV- Vr Department of Environmental Protection 40 Cdwnhus Avenue Whet. NewYork 1 85 I= Bureau of Water Supply MkIN191 A. Principe, PhA: Do" eammissioner Tel (914) 742 -2001 December 11, 2003 To : Distribution Re: Van Cleef Subdivision. Lot 37 484 Cornwall Hill Rd- Patterson, NY DEP Log # 12752 To whom it may concern: This letter is to inform you that a Notice of Violation to the above referenced project has been served. The New York City Department of Environmental Protection issued the approval of the Septic System, and the Stormwater Pollution Prevention Plan based on plans that show a DEC wetland limits mistaken. Since the NY'SDEC informed us about the correct wetland boundary, a. new review of these plans show-,us the septic field and the house ( in construction) are located within 100 feet of the required buffer; a variance may be required for the approval. Thank you for you cooperation in this matter. If there are any questions, contact me at 914- 773 -4416. rax (VIM 110 0 Iva Sincerely, 4 64A. Sissy De La Ossa Assistant Civil Engineer . Project Review Group Distribution. yQ�an oto�4y E\ wwv.o c.gpaj�ep i OLP•NFL? I ZO -d Joseph Reilly Melissa Siegal, NYCDEP Legal Robert Morris, P.E. PCHD John Dunn, NYS Health Deparment R. Scott Ballard, N'YSDEC- New Paltz Office Jannine McColgan, NYCDEP Joseph Ziminsky, NYCDEP Brian b'Amico, NYCDEP VV :6 EOOZ Zl 080 O >V 11YJWllJVUJV 1111 YI IVJ WVI Y.LI IU - JWVIY YL.VL VLV �VV IJi VV VV lUJ LVV6+ vY ../Jv CITY OF NEW YORK DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE OF VIOLATION TO: Joseph Reilly 2140 Route 22 Brewster, NY 10509 Re: Van Cleef Subdivision. Lot 37 484 Cornwall Hill Rd. Patterson, NY PLEASE TAKE NOTICE THAT: DATE: December 11, 2003 Pursuant to Section 1 100 et se . of the New York State Public Health Law, Title 10, part 128 of the New York Codes, Rules and Regulations CN YCRR), and Title 15, Chapter 18 of the Rules of the City of New York ("RCNY'), the New 'York City Department of Eu'vironmental protection ( "NYCDEP') is authorized to inspect the sources of the drinking water supply of the City of New York and determine whether any conduct within its watershed constitutes or threatens to constitute a temporary or permanent source or act of contamination of the water supply. Upon investigation based on your application submitted to the NYSDEC to obtain a permit for construction within 100 feet of a DEC Wetland, it has, been, determined that there is reasonable cause to believe that you have violated the following s6cdon(s) of 10 NYCRR Part 128 and 15 RCNY Chapter 18 (copies of the violated sections are*attached): 10 NYCRR § 128 -2.1; 15 RCNY § 18 -21: 10 NYCRR § 128 - 3.1;.15 RCNY § 18 -31. 10 NYCRR § 128 -3.2; 15 RCNY § 18 -32: 10 NYCRR § 128 -3.3; 15 RCNY § 18 -33: 10 NYCRR § 128 -3.4; 15 RCNY § 18 -34: 10 NYCRR § 128 - 3.5;15 RCNY § 18 -35: 10 NYCRR § 128- 3.6 ;15 RCNY § 18 -36: 10 NYCRR § 128 -3.7; 15 RCNY § 18 -37: X 10 NYCRR § 128 - 3.8;15 RCNY § 18 -38: X_ 10 NYCRR § 128 - 3.9;15 RCNY § 18 -39: 10 NYCRR § 128 -3.10; 15 RCNY § 18-40: 10 NYCRR § 128 -3.11; 15 RCNY" § 18 -41: 10 NYCRR § 128 - 3.12;15 RCNY § 18-42: 10 NYCRR § 128 -3.13; 15 RCNY § 18-43: 10 NYCRR § 128 -3:14; 15 RCNY § 18 -44: 00 'd W6 OOOZ Z l' 380 Contamination from a Regulated Activity Pathogenic Materials Hazardous Substances and Hazardous Wastes Radioactive Materials Petroleum Products Human Excreta Wastewater Treatment Plants Sewerage Systems, Service Connections, and Discharges to Sewerage Systems Subsurface Sewage Treatment Systems Stormwater Pollution Prevention Plans and Impervious Surfaces Miscellaneous Point Sources Solid Waste Agricultural Activities Pesticides Fertilizers y -.y -. • lit 1. .VU! -- - -- - JYYVI 1 10 NYCRR § 128 - 3.15;15 RCNY" § 1845 _ Other. _ 10 NYCRR § 128 -2.7; 15 RCNY § 18 -27 Activity Description of Violation(s): YL.VL VLI.. ✓V' 'J1 GV -VW 1V-! C- ULII:- GY -J>V Snow Disposal and Storage and Use of Winter Highway Maintenance Materials Violation involves Noncomplying Regulated • The absorption field of the referenced lot is within of 100' to a watercourse. This is prohibited by section 18 -38 (a)(5). • Construction of a house within the limiting distance of 100' from a watercourse is prohibited without an approved individual residential storrawater permit, as defined in the section 18 -39 (e)(ii)- The house on the referenced Iot is within the limited distance. The above violation was observed on the 11 h day of December, 2003. YOU ARE HEREBY ORDERED IMMEDIATELY TO CEASE AND DESIST FROM VIOLATING THE RULES AND REGULATIONS CITED ABOVE. failure to comply within. five (5) days of the date of this Notice with the Rules and Regulations listed above shall entitle the City: (A,) pursuant to public Health Law § 1102(3)(b), to maintain an action against you for the recovery of penalties incurred by your violation(s) and for an injunction restraining you from violating these Rules and Regulations or continuing a nuisance, and/or (B) .pursuant to Public Health Law § 1102(3)(a), to summarily enforce compliance with the Mules and Regulations listed above and to summarily abate or remove the cause of the violations) of such Rules and Regulations or the nuisance resulting from such violation(s). You must contact Sissy De La Ossa, at (914)773 -4416, within five (5) days of the date of this Notice to discuss resolution of your violation(s). I swear under penalty of perjury that this above information is correct. Sissy De La Ossa Assistant Civil Engineer tr0'd 00:6 HE Zl 080 n PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES CONSTRUCTION PERMIT , �.� ,. TREATMENT SYSTEM PERMIT #a��3 11 �� oL Located at G �t-I� �iit,l� �-p�D (G�-h 6�1 Town or Village PATmp-soH Subdivision nameVA14 f-15;99% Subd. Lot # 51 Date Subdivision Approved igiq Tax Map i� ail Block Lot Renewal Revision Owner /Applicant Name P+i uj t0H s1 PUj 1rjH Date of Previous Approval Mailing Address 155 1✓ ftAlf I \ MH 6JV-V Amount of Fee Enclosed t /,bcQ °C3 Zip i Asp° Building Type Lot Area 1, � = No. of Bedrooms 1) Design Flow GPD X004 Fill Section Only Depth Volume PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage System to consist of O QO gallon septic tank and TP-6-iu k Other Requirements: ��' js� 5 m (1\ , I ff I-L To be constructed by r6 o Address Water Supply: Public Supply From Address or: Private Supply Drilled by 37D Address 50"1 NO$ d J` I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatment s, s1 tem described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. i1 Signed: P.E. R.A. Date 11 ) 009- Address k0 �/ � w� ®tJ (0 500\ License # APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the sewage treatmen stem has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified wh con idered ne essary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit Ap roved ischarge of domestic sanitary sew a a nly. By: Title: Date: a 3 White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy . Design Professional Form CP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL please print or type PCHD Permit # Well Location: Street Address: Town/Village Tax Grid # C0'W-MVA4, NI L W . PATTER - 50H Map It, 91 Block t Lot(s) 1 Well Owner: Name: Address: F-04 Cod -t5 UL'11p0 10-- Efts rl MRAH 'GfAEE� KL- TEP - Pi 10501 Use of Well: Residential Public Supply Air /Cond/Heat Pump Irrigation 1- primary Business Farm Test/Monitoring Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought 15i-- gpm # People Served M'S Est. of Daily Usage 60o gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling _ New Supply (new dwelling) Deepen Existing Well Detailed Reason for Drilling Well Type Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No Is well located in a realty subdivision? ...................................... ............................... Yes X No Name of subdivision ANN eUV£F EAJI'Al -MI) Lot No. _ Water Well Contractor: SD Address: Is Public Water Supply available to site? .................................. ............................... Yes No Name of Public Water Supply: '' Town/Village Distance to property from nearest water main: -� Proposed well location & sources of contamina:=provided on separate ee p it I Date: Applicant Signature: V PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above, is granted under provisions of Article 10 of the Putnam County Sanitary Code and Subpart 5 -2 of Part 5 of the New York State Sanitary Code and provided that within thirty (30) days of the completion of water well construction, the applicant or their designated representative shall: 1) Pump the well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED. FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. y revision or alteration of the approved plan requires a new permit. Well to be constructed by a wate wel driller ified by Putnam County. ' Date of Issue 3 IJ 1-43, Permit I J �7p� ffic' Date of Expiration J_ Title: Permit is Non- Transfe ab e White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 BRUCE R. FOLEY Public Health Director DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 LORETTA MOLINARI R.N., M.S.N. Associate 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 Harry Nichols, P. E. Patterson Park Suite 106 2050 Route 22 Brewster, NY 10509 Re: Proposed SSTS: Reilly Construction Cornwall Hill Road, Lot #37 (T) Patterson, TM# 13.07 -1 -71 Dear Mr. Nichols: February 24, 2003 Review of plans and other supporting documents submitted at this time relative to the above - regarded project has been completed. Comments are offered as follows: 1. SSTS is to show a minimum of 1 foot of fill over the entire SSTS. The first trench does not indicate a foot of fill is being provided. The construction of this sewage disposal system may be subject to local wetlands regulations. You should contact local wetlands officials in this regard. Upon receipt of a submission, revised to reflect the above comments, this application will be considered further. Very truly yours, Robert Morris, P.E. Senior Public Health Engineer �R�1 BRUCE R. FOLEY Public Health Director DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 LORETTA MOLINARI R.N., M.S.N. Associate 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 Harry Nichols, P. E. Patterson Park Suite 106 2050 Route 22 Brewster, NY 10509 Re: Proposed SSTS: Reilly Construction Cornwall Hill Road, Lot #37 (T) Patterson, TM# 13.07 -1 -71 Dear Mr. Nichols: February 7, 2003 Review of plans and other supporting documents submitted at this time relative to the above - regarded project has been completed. Comments are offered as follows: 1. D -Box and force main must be located a minimum of 20 feet from the property line. 2. Show gutter /footing drain discharge pipe. 4. The construction of this sewage disposal system may be subject to local wetlands regulations. You should contact local wetlands officials in this regard. Upon receipt of a submission, revised to reflect the above comments, . this application will be considered further. Very truly yours, Robert Morris, P.E. Senior Public Health Engineer f i= U -[u 4JIMM OVOMU nlrvi IU-) wvl`LU 10 - =wvlV bdbL-tiLd-SVti Ill WFId February 21, 2003 Robert Morris, P-E' Putnam Co. Health Dept. 4 Geneva Road Brewster, NY 10509 Re: Van Cleef Estates. Lot 37 Cornwall Hill Road Patterson, Putnam East Branch Reservoir DEP Log # 12752 (Joint Review) Dear Mr. Morris: y I, S I, NI IS Lbbd -i:8 -833 • i This letter is to inform you that the New York City Departmeni of Environmental Protection (Department) has determined that the above - referenced application is complete. In addition, the Department has no objection to the approval of the above- referenced regulated activity. This, determination is based on the review of submitted documents including the plan titled "Proposed SSTS for Van Cleef Subd. Lot 37 ", dated 11/6/02 and last revised 02/13/03. The applicant must contact Sissy De La Ossa of my staff at (914) 773- 4416 at least 2 days prior to the start of construction of the SSTS so that a Department representative may inspect and monitor the installation. Sincerely, '01-1� C92-a"�� Danny Shedlo, P.E. Project Manager Engineering Design & Review xc: James Covey, P.E,, NYSDOH y'�Iy949i1:��uy:;l1�}x��•'�. "'•• •tf'I'b •'� 20 'd 92:9T - 20, TZ qa3 +- 2 - 2Z2-bT6: x2J 9NI�133NI9N3 d3Q SAN I• u Ju �+ �JrvJUVUJaa r •J.+ i+ +u,� r .�+ +v J • , . VL VLi... .7 V V 1 Operation and Engineering Division FAX #: 914- 773 -0343 Cover Sheet Date: (5Z ^ 2! ! -- o '3 R '�t.'.e.. "�....r� _.+,:_ mot•. •e. :.i :..;,.,< <:r,'{Y 'w'• +`t'.�i`" +,'•t.. ...�: +a '• •.. �. .• '• ..tips i;'. �< 'fi>:�q:':..,,` +'�W +i.�•••i�i•. •,S '. ._�.: ; t0 •d S£: 91 £0, IL qa3 £b£0- £LZ -bT6: xpj 9NRB3NI9N3 d3Q TkN ••_._ .__ �.____.... February 13, 2003 Department of Health 1 Geneva Road Brewster, NY 10509 Att: Mr. Robert Morris, P.E. Re: Proposed SSTS: Reilly Construction Cornwall Hill Road, Lot #37 (T) Patterson, TM# 13.07 -1 -71 Dear Mr. Morris: In reference to your letter dated February 7, 2003, please note the following: 1. D.-Box and force main are now shown a minimum of 10 feet from the property line. 2. Gutter/footing drain discharge pipe is now shown. 3. One (1) foot of fill minimum is now provided over the entire SSTS. If you should have any questions, please call. Very truly yours, H ' W. Nich , is Jr., P.E. c.-HWN:gav -' G02- 095.37 �3 LL- 43 . —� .� �vv • ��• era .y •VVl.. V r✓ V - I V I + VY✓Y '' JJ l ti r December 20, 2002 -MU aww,nw er /u0P bu Simroe O'Conwr/De La Ossa File Robert Morns, P.E Putnam Co. Health Dept. 4 Geneva Road Brewster, NY 10509 Re: Van CIeef Estates Subdivision. Lot 37. SSTS Cornwall Hill Road Patterson- Putnam East Branch. Reservoir DEP Lag ## 12752 (Joint Review) Dear Mr. Morris: Please note, the following comments regarding the system design: L System components must beat least 10' from property line, 2. Toe of slope of fill must be at least 10' from property line. 3. Show roof and footing drain.. , lk - If you have any questions regarding this matter, y may contact me at (914) 773 -4416. Sincerely, Sissy De La Ossa Assistant Civil Engineer Engineering Design & Review xc: James Covey, P.E., NYSDOH Z0'd 0Z:8f �0, b qa3 �7 0- 2ZZ -VT6:x J 9NM33NI9N3 d3a DAN BRUCE R. FOLEY Public Health Director DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 LORETTA MOLINARI R.N., M.S.N. Associate 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 December 16, 2002 Harry Nichols, P.E. Patterson Park Suite 106 2050 Route 22 Brewster, NY 10509 RE: Reilly Construction Route 311 & Cornwall Hill Roads, Lot #37 (T) Patterson, TM# 13.07 -1 -71 Reservoir Basin Dear Mr. Nichols: The Putnam County Department of Health (Department) has determined that the above referenced application, including fee, and received by this Department on November 13, 2002 is complete. The Department will notify you by January 10; 2003 of its determination. ❑ The Project has been delegated to the Putnam County Health Department for . review pursuant to the guidelines set forth in the Watershed Agreement. N Joint review with the NYCDEP will commence pursuant to the guidelines set forth in the Watershed Agreement. If the Department- fails to notify you within the above referenced time frame, you may notify the Department of its failure by certified mail, return receipt requested. The notice should be sent to my attention at the above address. This notice must include your name, the location of the project, the office with which you filed the application originally, and a statement that a decision is sought in accordance with section 18 -23 (d) (6) of the NYC Dept. of Environmental Protection Watershed Rules. and Regulations. If the Department fails to notify you within 10 days of the receipt of the notice, your application will be deemed complete, subject to standard terms and conditions as set forth in the regulations. Please be advised that projects within the NYC Watershed may also require Department of Environmental Protection review and approval of other aspects of a proj ect, such as stormwater plans 1 Letter to: Harry Nichols, P.E. - December 16, 2002 -2- or the creation of impervious surfaces, and the project applicant should contact the Department of Environmental Protection regarding such activities to see if Department of Environmental Protection review and approval is required. If you have any questions regarding this matter, please call me at (845) 278 -6130 ext. 2166. RM:tn Very u hy Robert Morris, PE Senior Public Health Engineer PUTNAM COUNTY. DEPARTMENT OF HEALTH ...... DIVISION OF ENVIRONMENTAL HEALTH,SER-VICES1 APPLICATION FOR.'APPROVAL OF PLANS FOR A WASTEWATER TREATMENT- 'SYSTE I- NAme and address ofaL)Dlicant: V_61�q 01 2 Name of project: 3. Location TN: 4. Design Professional: VOW W I OMOU �N t'6 5 6.- Drainage. Basin:* Address: 20 44­ PIT I?, - 7. Type of-Project:, Food Private/Residential Service Apartments ..,Institutional Office' Building Realty Subdivision,-.... Commercial Mobile, Home Park Other (spqQify) 8. Is this project subject t o I- State Environmental Quality Review (SEQk)? Type Status (check one)........ * ............................................. Type -1 - Exempt Type II -* ­-Urilist'ed­'' 9. Is a Draft Environmental Im act Statement (DEIS) rquired? .., ........ 'p 10. Has s. OEIS been comp feted and found acceptable by Lead Agency? ........... 1. Name of Lead Agency 12 Is this 'project irt an area under the control of local planning, zoning, or other officials, ordinances? ........................................... ........................................... 13. If so, have plans been submitted to such authorities? .................................... 4'. Has preliniihariyapptoval been. granted such authorities? 00 Date, granted: 15. Type of -Sewage Treatment System Discharge ................. surface water groundwater' 16. If surface water discharge, what is the stream class designation? ..................... 17. Waters index number (surface) ....................... i ................................ 18, Is project located near a public- water supply system? ...................................... N.O. 19. if yes, name of water supply rJ Distance. to wa-Mr. supply! .20. Is project site near a public sewage collection or treatment system? �J 21, Name of sewage system N Distance to;s"ewag . e I system` 4A 22.. -Date test holes observed 23. Name of Health Inspector boutr, m 2-4 Project design flow (gallons per day) ...................................................... ....... . 25. Is State Pollutant Discharge Elimination System (SPDES) Permit requir­e`d?.*."­. 2( Has SPDES Application been submitted to local DEC office? ......................... ri N Form-K-97 z 27. Is any portion of this project located within a designated Town or State wetland? rG7..._. 28. Wetlands ID Number ........................................................... ............................... . iJD 29. Is Wetlands Permit required? .............................:................. .................... .......... _ Has application been made to Town or Local DEC office? . .....:......................... N A 30. Does project require a DEC Stream Disturbance Permit? .......................... I....... N0 31. Is or was project site used for agricultural activity involving application of - pesticides to orchards or other crops, solid or hazardous waste disposal, landfilling;- sludge application or industrial activity? ............................ Yes/No N� -32. Is project. located. *ithin 1,000 feet:of existing or abandoned landfill, hazardous waste site, salt stockpile; landfill, sludge disposal site or any N0 other potentially known source of contamination? ............................... Yes/No, DESCRIBE: 33. Is there a local master plan on file with the Town or Village? ......................... 110 34. Are community water and/or sewer facilities planned to be developed within .15 years in or adjacent to project site? ................................ ............................... OP 35. Are any sewage treatment areas in excess of 15% slope? . ............................... �p 36. Tax Map ID Number... ......................... I ............................ Map Block I Lot 37. Approved plans .are .to be returned -to .., .. Applicant �_ Design Professional NOTE: All applications for review and approval of a new SSTS to be located within the NYC Watershed shall be sent to the Department, and need not be sent in duplicate to the DEP, although the project may require DEP approval of the SSTS prior to final approval by the Department. Projects within the watershed may also require DEP review and approval of other aspects of a project, such as stormwater plans..or the creation of impervious surfaces, and the project applicant should obtain the appropriate forms for such activities from DEP and submit those forms to DEP for review and approval. N _ If the application is signed by a person other than the applicant shown in Item l.,the applica%n txiltz t �; be accompanied by a Letter of Authorization (Form LA -97). Failure to comply with thisovson: r may be grounds for the rejection of any submission.,__. -; L �c I hereby affirm, under penalty of perjury, that information provided on this form is`?rue ; ` i to the best of my knowledge and belief. False statements made herein are punishable asv -� a Class .A misdemeanor pursuant to Sectlop P10.45 of the Penal Law. SIGNATURES & OFFICIAL TITLES: Mailing Address: �P- EtJ67n_ Harry W. Nichols Jr., P.E. Patterson Park, Suite 106 2050 Route 22 Brewster, NY 10509 Telephone (845) 2794000 Fax (845) 2794567 November 6, 2002 Putnam County Health Department One Geneva Road Brewster, New York 10509 Att: Robert Morris, P.E. Senior Public Health Engineer Re: - Individual SSTS - Van Cleef Estates, Lot # 37 Cornwall Hill Road Town of Patterson Dear Mr. Morris: Enclosed are the following: 1. Five (5) prints of SS -5, "Proposed SSTS," dated 11/6/02. 2. "Short EAF," dated 11/6/02. 3. "Application for Approval of Plans for a Wastewater Disposal System." 4. "Construction Permit for Sewage Disposal System," dated 11/6/02. 5. "Well Permit Application," dated 11/6/02. 6. "Design Data Sheet." 7. "Letter of Authorization." 8. Two (2) copies of Residence Floor Plan(s), for "Bedroom Count Only." 9. Review Fee in the amount of $300.00. We would appreciate your review, approval and issuance of the construction Permit at your earliest convenience. Very truly yours, Harry W. chols Jr., P.E. HWN:JM -jmm 02 -095.00 Harry W. Nichols Jr., P.E. Patterson Park, Suite 106 2050 Route 22 Brewster, NY 10509 ((545) 279 -4003, Fax 279 -4567 CONSULTING SITE ENGINEERS JOB No. 02- - ®1,5 SHEET No. J OF z COMPUTED BY _DATE 10110V CHECKED BY �� DATE (�lo - __....... - - -_– ____W TRI3uTl0lit (3oX.__ll .V.L`P�Z.._. ... -- - -.. -- -- - - - - -- —..... _ ........ . - - - -- ----- - -.... -- - -- - -- STAmc - - - - - -- - -- a • p 1 PL — _--- - - - -b! r= I -r-r i iv Gs �1 U1v -f�L- nt7TP_l1'�= _1 G_r_hE ETC vac., Vr- _ - -- - - -- 5��--- T'v�_i��L1_LY_��_N.T..._FP1 - - -- -- -- - - -- -- - -. _.— - -- -- - - ..._.....- - -- - -- -- - - - - -- - -- - - -- - - .......... - - - - -- _ - - -TD N-- �`C�4Zl�_i���?rD.- _ n Harry W. Nichols Jr., P.E. Patterson Park, Suite 106 2050 Route 22 Brewster, NY 10509 (815) 279 -4003, Fax 279 -4567 CONSULTING SITE ENGINEERS JOB No. 02-055 SHEET No. 2 OF Zz COMPUTED BY JM _DATE 1117102 - CHECKED BY DATE dP S s-TEM f/aGumE 1 - - -- - - - - -- �� -��F Su,e�?��?�l�tiL•L' �! �� . C-,�. 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I a ■ smog.... i - mks* 0 memo no a wassawy mamom Ifigin- an IN 1 ME FS-101 fiigaq 201904.....10 a ■ ■ 101"Mmumm :n"18114000100 a 11129 offil Mom rN wil !.a a. 1 NOUN ' 0 '" ' '* 0 1 - 1 118m,mul a 1 00 mom in Mal will 11111 !'a ii.1111.9011111 110 0110118082 0 a b "MMIMMINOMMI on 1111mm log 1 8061,24MMIlum: son ■ one ... HIS Moog one me wassommin mammann 0 ammossunimmum NNEMENNEWERHE mmuslummus"I 1111swISICISSugum 010HEM0111 11:11us- 0 01:1111111118181 ggu 11:1111111111111h.ill a IN H Inum sommumsommuffil SiSUSSM11111110. 0 L 0 20 40 sp bU 10 BU lUU lzu 14U 1 1 20 30 CAPACITY 11985 Goulds Pumps, Inc. 160 180 PM 40 ml/hr GOULDS PUMPS, INC. SENECA FALLS NIM YOM 0148 Effective July, 1985 n u 5 aeWd� -1 Pumn! " BF and "BHP Models rv= "B" Models 38E k p �{�:� �. � . 1 •! ,}'• .y. �" ai •j.�*. � 5. ± ? 'a "+3 H� 7(.•t a Ts tin. �a'e ..•s ✓ �'v u�! t k.� -�' .��`�'SY ?. 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' ti- Goulds K 0 1 0 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES LETTER OF AUTHORIZATION RE: Property of F-F,Il -L4 com 6�N W 0�i _ ...._._ ... :. .Located at '1-1 � � I•t, 41 LL T/V Tax Map # Q� Block Lot Subdivision of VP�la C,LE�F 5�� t%6 Subdivision Lot # Filed Map # Date Filed..-. Gentlemen: This letter is to authorize �V PAW V-1 O i G AOL. 6 ; a duly licensed Professional Engineer ' or Registered Architect to apply for the. required :.: wastewater treatment and/or water supply permit(s) to serve the above -noted property :in:accordance with the standards, rules or regulations as promulgated by the Public Health Director of.the Putnam County Health Department, and to sign all necessary papers on my behalf in connecti6n' witl . -this matter-and to supervise the construction of said wastewater tretment and/or water supply systems in conformity with the provisions. of Article 145 and/or. 147 of the Education.Law, the Public_ Health Law, and the Putnam County Sanitary Code. NEWp0 5��• `NBC Very truly yours, C.ountersigne Signed: a./ P.E., R.A., # n (0 er of Property) N 56 24 Mailing Address Mailing Address: BV60 5 State Zip�� Telephone: w5 - 4, State N p'S Zip Telephone: Form LA -97 i PUTNAM COUNTY; DEPARTMENT- OF-HEALTH----.---...-:--.-.-,.- DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner PLFOL—L`� Address lb"S 6 K\�kH Located at (Street) C4�Kk� �kwol solqnv. Tax' Map 1'"I Block Lot (indicate nearest cross street) Municipality Watershed EN1-1 SOIL PERCOLATION TEST DATA Date of Pre- soaking O'Lblc\� Date of Percolation Test NOTES: 1. Tests to be repeated at same death until aDproximately equal Dercolation rates are obtained at each percolation test hole. (i.e. s I min. for 1-30 min/inch, :5 2 min for 31-60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD-97 .... .. .... .... ep 00 e w YA qT ::. rom. oulk y 'T T. 0 nc es 1/4 2 3 14,11 -7 5 2. 3 4 5. 3 4 NOTES: 1. Tests to be repeated at same death until aDproximately equal Dercolation rates are obtained at each percolation test hole. (i.e. s I min. for 1-30 min/inch, :5 2 min for 31-60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD-97 Design Professional Name: WftW W, WMAOW JV Q� Address: x.050 `QIr 'L'L ff-f�W /pTP— r-� o0\ Signature:- Design Professional's Seal w No. 56124.�a ----------- oAR0FESS1��'�4 _. TEST PIT DATA -DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES DEPTH HOLE N0. I HOLE N0. HOLE N0. G.L. - 0.5' f' 1.5' M� ls� -. Lo NA\ 2.0' 2.5' 3.0' 4.0' `Q�� �, rQ : � -T, {c CD 6.0' _.._._......_ .. _ ° . 6.5' 7.5' nt Design Professional Name: WftW W, WMAOW JV Q� Address: x.050 `QIr 'L'L ff-f�W /pTP— r-� o0\ Signature:- Design Professional's Seal w No. 56124.�a ----------- oAR0FESS1��'�4 _. =, 14..16 -4 (9195) —Text 12 , w R PROJECT I.D. NUMBER 617.20 Appendix C ' State Environmental Quality Review P SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only -- PROJECT; INFORMATION (To be completed by Applicant or Project sponsor) :SEAR' ";�,. I .. APPLICANT /SPONSOR , ) 1L1—`r C.OHTI Rwuls 2. PROJECT NAME ! 3;.PROJECT LOCATION.:. i PAT 6oH P\J�IJf�M Municipality County PRECISE LOCATION (Street address. and road Intersections, prominent landmarks, etc., or provide map) l 5 ,IS PROPOSED ACTION:,, New 0 Expansion 0 Mod Ificatlonlalteration DESCRIBE PROJECT BRIEFLY: . PNiOUNT OF LAND. AFF CTED: j !ritial!y' acres Ultimately 1 acres _ PROPOSED ACTION COMPLY WITH EXISTING ZONING OR-OTHER EXISTING LAND USE RESTRICTIONS? Ye, s ;'. 0 No If No, describe briefly i . V.' WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? $I' i i� Resldent!ai El Industrial 0 Commercial . 0 Agriculture ❑ Park/Forest /Open space ❑ Other Doscribe ` T,7 DgES,ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL,' ,• '' ?'STATE OR LOCAL) ?.:...''`" ..; O:Yes %wo If yes, list agency(s) and permit/approvals , !.K i.,;•. =;;_DOES ANY ASPECT,OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? n'Yes . 9aNe ,` .• If yes, list agency name and permit/approval r '12.-AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? ! ❑ Yes &No . I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE I ,:Appilcantlsponsojnn e Dat �'Signature: u! If the ac ion is In the Coastal Area, and you are a state agency, complete the . Coastal Assessment Form before proceeding with this assessment OVER 1 e-1 r• M4 z dtomgrzater than is td mari�t .p Ihme mtw 8 t big iwend i wit K fh,ll wend 111w the . conducttd dining ampection. I rennddnn N.Y S. D G• WETLAND 2 L \p ravel suiuble fm �7 , I shall here m in• _ _. bP - ying soil dlu the � minimurtt of two . � 1 tm wd prefaably O s tn.t pass a 0700 P., a 0100 sievr_ ' _ , �•a :L EDGE OF NYaDEC. ��- 1 W�71 -ANDS I? D �� �4'�'ar CCCC' LINIf of loo YFeR O f OP NIgHGI� GP -is17E �\ / � � � FLoo� PLAII -t � �•� J — -p F 9 i� /• es q�y a• W EXPANSION AREA ` eo -- - - - - -- - -- A6 91 'WIN• A., 4�5cWNc -LM IlT -/ �� ya NGOUNTEIZEI� IN'fRGNGN ,� TP -1 48 4dEXPAN510N ARE?• / _ .�„ �✓� M INEI7 ell 9oIL9 t;NGINI%EI� _d - ,,. ' ^ �� w `\N 17AIZ17 ON -91T� MAT<••KIAL 30' -I L.F. A" Teg-A 1 5' � ,• i / � •'w p -�IG�= ;n �—� ,•• e 1 �l% 9MOOTHEO (RIOIZ TO J •A5t.18 2'd roata�MA�.I_ Mw. l� ,L` N 11750722 - -- y72 3/a' - n 150.00 � W w - ADOV� YHA PIPG. - N 11° 15 00 W - ti(�Ib' 90 2 w - HGOMPAG(�179YANOAI�1� - -- 9.16' 'NI°J' %p¢'yJ-51.11 N f7' 22 ITW- •4.1.f t - - N i'/• 34' r•�fi'w - _ � � � � k IN INSTALLATIONS CORNWALL HALL, ROAD I \��— ��'R.4,&4 t a� -�vrot i vrov)-cac M4 F3-c,724-00196/00001 DEC PERMIT NUMBER FACILITY /PROGRAM NUMBER(s) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION a Am PERMIT Under the Environmental Conservation Law (ECL) TYPE OF PERMIT (Check All Applicable Boxes) ® New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate ]Protection Article 15, Title 5: of Waters F]Water Article 15, Title 15: Supply Article 15, Title 15: Water Transport Article 15, Title 15: Long Island Wells F1Article 15, Title 27: Wild, Scenic &Recreational Rivers 6NYCRR 608: - I FX Water Quality Certification F-1 Article 17, Titles 7, 8: SPDES Reilly Construction, Inc. 845 278 -4059 F-1 Article 19: CONTACT PERSON FOR PERMITTED WORK Air Pollution Control F-1 Article Title 27: La Land Reclamation NAME AND ADDRESS OF PROJECT/FACILITY' ..- "' ... • .,....._ .•.....I -- .......... .... . ................_..._.:..v ..............,.. - ._ .., -. _ ._ ._..... . — ... .... Mined Fx--]Article 24: Freshwater Wetlands F-7 Other NYTM COORDINATES Article 25:, Tidal Wetlands Patterson Freshwater Wetland DP -22 E: 615.5 N: 4596.2 Article 27, Title 7; 6NYCRR 360: Solid Waste Management Construction of a single family house, paved driveway, well, and septic system with aerobic treatment, ultraviolet disinfection and pump chamber within the adjacent area of Freshwater Wetland DP -22 in accordance with the plans EFFECTIVE DATE January V, 2005 EXPIRATION DATE December 31, 2007 F-1 Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management Reilly Construction, Inc. 845 278 -4059 F-1 Article 34: CONTACT PERSON FOR PERMITTED WORK Coastal Erosion Management F-1 Article 36: NAME AND ADDRESS OF PROJECT/FACILITY' ..- "' ... • .,....._ .•.....I -- .......... .... . ................_..._.:..v ..............,.. - ._ .., -. _ ._ ._..... . — ... .... Floodplain Management FArticles 1, 3, 17 19 27, 37; 6NYCRR 380: Radiation 6onlrol F-7 Other PERMIT ISSUED TO TELEPHONE NUMBER Reilly Construction, Inc. 845 278 -4059 ADDRESS OF PERMITTEE .2140 Route 22, Brewster, NY 10509 - CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Joseph Reilly, President -Reilly Construction,. Inc. 914 403 -4593 NAME AND ADDRESS OF PROJECT/FACILITY' ..- "' ... • .,....._ .•.....I -- .......... .... . ................_..._.:..v ..............,.. - ._ .., -. _ ._ ._..... . — ... .... Reilly property - east side of Cornwall Hill Road, 1,000 feet south of NYS Route 311. LOCATION OF PROJECT /FACILITY ' COUNTY TOWN WATERCOURSE/WETLAND NO. Class I) NYTM COORDINATES Putnam Patterson Freshwater Wetland DP -22 E: 615.5 N: 4596.2 DESCRIPTION OF AMORRED ACTIMY Construction of a single family house, paved driveway, well, and septic system with aerobic treatment, ultraviolet disinfection and pump chamber within the adjacent area of Freshwater Wetland DP -22 in accordance with the plans and narrative referenced in Special Condition No. 1 and as conditioned in this permit. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified and any Special Conditions included as part of this permit. DEPUTY PERMIT. ADMINISTRATOR " _. . ADDRESS _.. _.. ... _ Alexandeff. Ciesluki Jr. 21 South Putt Corners Rd.,, New Paltz NY. 12561. AUTHO ZE SIGNATURE; Date Page 1 of 5 ReillyConstruction195 pmt(SB6)eh NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ( "DEC ") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights -of -way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights_ This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an .authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71 -0301 and SAPA401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for.inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30. days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 3 21 South Putt Corners Road, New Paltz, NY, 12561, (845) 256 -3054 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT 3- 3724 - 00196/00001 PAGE 2 OF 5 NUMBER T I ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24,25,34,36 AND 6NYCRR PART 608 If future operations by the State of New York require an ateration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein. authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep'holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure orfill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95 -217) provided that all of the conditions listed herein are met. 9. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. c Su�ved plans were prepared by _ 'ti % --eft- SPECIAL CONDITIONS ♦ The enclosed permit sign must be conspicuously posted in a publicly accessible location at the project site. It must be visible and protected from the elements at all times. ♦ The permittee shall require that any contractor, project engineer, or other person responsible for the overall supervision of this project reads, understands and complies with this permit, including all special conditions to prevent environmental degradation. ♦ For Article 15, Protection of Waters and Article 24, Freshwater Wetlands permits, the permittee or an authorized representative shall notify the Department by mailing the attached form at least 48 hours prior to the commencement of any portion of the project authorized herein. Continued on next page... DEC PERMIT NUMBER 3- 3724 - 00196/00001 PROGRAWFACILITY NUMBER .:1Forms\aoaae.frm PAGE 3OF5 Ah 95- 20- 6F(7/87 )-25CR3 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS For Article 24 & 6NYCRR 608: (Freshwater Wetlands & Water Quality Certification) 1. Work shall be conducted in accordance with the following plans and narrative prepared by Harry W. Nichols, Jr., P.E., dated November 6, 2002 with revisions through December 23, 2004, unless otherwise noted: A. Proposed SSTS plan (1 sheet). B. Proposed Use of Property, Sheet 3, last revised December 21, 2004 (2 sheet). C. Survey of Property Prepared For Lot No. 37, prepared by Terry Bergendorff Collins, L.S., dated April 11, 2003; with revisions through August 7, 2003 (1 sheet). D. Undated sketch plan entitled "Driveway Section" (1 sheet). E. Narrative contained in correspondence from Reilly Construction, Inc., dated September 2, 2003 (2 pages). 2. The Deed for this property shall be revised to contain the following notice: "For as long as any portion of the property described in this deed is subject to regulation under. Article 24 (the Freshwater Wetlands Act) of the Environmental Conservation Law of the State of New York (ECL), there shall be no construction, grading, filling, excavating, clearing or other regulated activity as defined by Article 24 of the Environmental Conservation Law on this property in the wetland or its 100 foot adjacent area without having first secured the necessary permission and permit required pursuant to the above noted Article 24 from the NYS Department of Environmental Conservation. This restriction shall. bind the Grantee's, their successors and assigns and shall be expressly set forth in all subsequent deeds to this property ". The permittee must submit a copy of the revised deed to the Regional Permit Administrator in the New Paltz Office within 60 days after the issuance date of this permit to document compliance with this condition. 3. No disturbance to Freshwater Wetland DP -22 is authorized under this permit. 4. The permittee shall obtain and comply with all other required approvals, including final approval of the septic disposal system and water supply system by the Putnam County Health Department and New York City Department of Environmental Protection. 5. Prior to the start of work, the permiftee shall install securely anchored silt fencing as shown on.approved plans referenced in Special Condition No. 1. These erosion control devices shall be maintained until all disturbed land is fully vegetated to prevent any silt or sediment from entering the freshwater wetland or its adjacent area. Silt fencing and any accumulated silt or sediment shall be completely removed for disposal at an appropriate upland site. DEC PERMIT NUMBER 3- 3724 - 00196/00001 FACILITY ID NUMBER PROGRAM NUMBER Page 4 of 5 F 95- 2U- 6F(7157)-25CK3 NEW YUKK5IAJhUEPAKIMENIUF SPECIAL CONDITIONS For Article 24 & 6NYCRR 608: (Freshwater Wetlands & Water Quality Certification) 6. The permittee shall employ measures sufficient to prevent contamination of the freshwater wetland by sediment, fuels, concrete leachate or any other pollutants associated with construction or construction procedures. 7. All fill material utilized for this project shall consist of uncontaminated earthen materials only. Acceptable fill materials include gravel, rock, overburden, topsoil and similar natural mineral resources. 8. All excavated and fill materials shall be contained by hay bale or silt fence enclosures to prevent erosion or sedimentation into Freshwater Wetland DP -22. 9. All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass seed and mulched with hay or straw within one week of final grading. Mulch shall be maintained until a suitable vegetative cover is established. 10. If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. STATE ENVIRONMENTAL QUALITY REVIEW Under the State Environmental Quality Review Act (SEQR), this project has been determined to be a Type 11 Action and therefore is not subject to further procedures under this law. Distribution: H. Nichols, P.E. T. Bergendorff Collins, LLC S. DeLaOssa /M. O'Connor - NYCDEP (Valhalla) T. Hahn - LADA, PC. ACOE, NY District IP„u ;-iFm Cou ity7:H altt. Dept. DEC PERMIT NUMBER 3- 3724 - 00196/00001 FACILITY ID NUMBER PROGRAM NUMBER Page 5 of 5 z rcrrr• lvi 5;7;: V C. January 24, 2005 Terri -Ann P. Hahn LADA, P.C. 104 West Street Simsbury, CT 06070 Re: Van Cleef Estates, Lot 37- VARIANCE 454 Cornwall Hill Road Patterson, NY East Branch Reservoir. DEP Log # 2002 -MB- 1006 -VA.1 Dear Ms. Hahn: This letter is to inform you that your application for a variance from the requirements of Sections 18- 38(a)(5) and 18- 39(a)(5)(ii)(a) of the "Rules and Regulations for the Protection from Contamination, Degradation, and Pollution of the New York City Water Supply and Its Sources" (Watershed Regulations) was approved on January 24, 2005. Your application related specifically to a variance from Section 18- 38(a)(5), for which the New York City Department of Environmental Protection (NYCDEP or Department) requires the addition of an Aerobic Treatment Unit and an UV Disinfection Unit to perform the maximum treatment available to the septic effluent before its discharge to the absorption field. The variance from 'section 18- 39(a)(5)(ii)(a) requires the planting of a permanent buffer to minimize the impact of post - construction runoff to the wetland. As set forth in the accompanying determination, your application satisfies the requirements for variances from the Watershed Regulations. We note that this determination applies only to the variance and is not an approval of the SSTS itself. The Department will issue an approval for the SSTS once it has received the determination countersigned by the applicant or an authorized representative. to indicate acceptance of the applicable conditions. If you have any questions regarding this determination, please contact Sissy de La Ossa at (914) 773 -4416. Since David B. Tweedy Acting Commissioner New York City Department of Environmental Protection xc: Patterson Building Department Robert Morris Putnam County DOH James Covey, P.E. = NYSDOH Melissa Siegel - NYCDEP Legal Affairs Sandy Jackson - NYCDEP Legal Affairs Hilary Meltzer - NYC Law Department NYCDEP: Ed Polese, P.E., Joe Maggio, P.E., Margaret O'Connor, P.E., Sissy De La Ossa, File *CITY OF /Aq,r'\ New York City 5 OW i� !� � Department of Environmental Protection �`+kF/Y1.11 Pam -' VARIANCE DETERMINATION Pursuant to the authority granted under: Article 11 of the New York State Public Health Law; Rules and Regulations for the Protection From Contamination, Degradation and Pollution of The New York City Water Supply and Its Sources (Watershed Regulations), 15 RCNY Chapter 18, 10 NYCRR Part 128, New York City Department of Environmental Protection (NYCDEP or Department) makes the following determination with respect to the application for approval of the variance. described below: Name of Project: Van Cleef Estates, Lot #37 Location: 454 Cornwall Hill R, (T) Patterson, NY Tax Map # 13.07 —1 -.7 1. Owner: Joseph Reilly, Reilly Construction Address: 2140 Route 22 Brewster, New York 10509 Drainage Basin: East Branch Reservoir General Description: The applicant proposes to construct and use an on -site sewage treatment system (SSTS) to treat human and household wastes from a three- bedroom house. The SSTS will consist of a 1000- gallon septic tank and 500 linear feet of absorption trench and is designed to treat 600 gallons per day of sewage effluent. Additional area exists for 100% replacement. Section 18 -38 of the Watershed Regulations sets forth the requirements for siting, constructing. and operating SSTSs in the Watershed. Among other things, Section 18- 38(a)(5.) incorporates, by reference, the requirements of Appendix 75 -A.and any more stringent standards enacted by a local government or agency. Appendix 75 -A states that the minimum separation distance from a septic absorption field to a wetland is 100 feet. In the area proposed, the separation distance from the septic to a Department of Environmental Conservation (DEC) Wetland is 60 feet. An Aerobic Treatment Unit and an Ultraviolet Disinfection Unit have been added to the proposed SSTS to provide the maximum treatment available to the septic effluent before it is discharged to the absorption field. A quarterly maintenance agreement for these units has been required to ensure good performance of these units over the life of the system. The proposed SSTS also includes one foot of fill to increase the separation from the bottom of the M trenches to groundwater. In addition, in order to mitigate the impacts of the new impervious surface, which requires a variance from Section 18- 39(a)(5)(ii)(a) (and could not be built without the variance for the SSTS), the applicant has proposed to install a permanent planted buffer and a driveway filler strip to minimize any post - construction increase in pollutant loading. The applicant also proposes to incorporate erosion and sedimentation control measures during construction. Dates of Site Inspections and Soil Tests: Deep Hole Tests - October 29, 1996 Percolation Tests - November 21, 1996 VARIANCE DETERMINATION Variance from 15 RCNY Section_ s 18- 38(a)(5) and 18- 39(a)(5)(ii)(a), regarding a minimum distance to a wetland of 100 feet. ( XX) Approved ( ) Denied Reasons supporting this Determination: The applicant meets all the criteria set forth in the Watershed Regulations for the granting of variances. In particular, as evidenced on the plan entitled "Proposed SSTS prepared for Reilly. Construction" prepared by Harry W. Nichols Jr., P.E., and dated November 6, 2004, with the latest revision dated December 23, 2004: The applicant has demonstrated that the variance requested is the minimum necessary to allow development of the lot (see Section 18- 61(a)(1)(ii)). Given the nature of the site, the proposed SSTS is located in the most favorable area in terms of slope, size and setbacks to existing features, specifically the DEC wetland boundary. Similarly; the proposed individual residence has been located as far as possible from the wetland boundary. 2. The applicant has demonstrated adequate mitigation measures as required by Section 18- 61(a)(1)(iii). Specifically, to mitigate the potential impacts associated with the SSTS itself, the applicant has proposed to incorporate an Aerobic Treatment Unit and an Ultraviolet Disinfection Unit as secondary treatment to treat the septic tank effluent before it is discharged to the septic field. The applicant has also. proposed to provide erosion control measures during construction and to install a permanent planted buffer and driveway filler strip to minimize post - development pollutant loading and to mitigate the impacts of the new impervious surface allowed by this variance. 3. The applicant has demonstrated that compliance with the provisions of the Watershed Regulations from which the variance is sought would create a substantial hardship due to site conditions or limitations (see Section 18 -61 (a)(1)(iv)). In particular, the owner bought the site before the new DEC wetland boundaries were delineated and because of the nature of the site, the applicant cannot develop the lot at all without the requested variance. For the reasons stated herein, the Department approves the variance sought in connection with the proposed septic system construction, subject to the following conditions: 1. Prior to the commencement of any construction requiring a building permit, the applicant must provide at least 48 hours actual notice to the NYCDEP engineer, or his representative making this determination. 2. This approval shall expire and thereafter be null and void unless construction is completed within two (2) years of the date of issuance or within any extended period of time approved in writing by NYCDEP. 3. NYCDEP must inspect the system after installation. 4. Quarterly reports detailing the system's performance must be submitted to the NYCDEP engineer assigned to this project during the first two years of use. Additional monitoring and submittals may be required if the reports submitted indicate that the system is not being operated and maintained properly. Please confirm your acceptance of the terms for this Variance Determination by countersigning below and returning the countersigned Determination to the Department (Attention: Margaret O'Connor, P.E. at NYCDEP, 465 Columbus Avenue, Valhalla, NY 105 95) within fifteen (15) days of the date hereof. Once the Department receives this countersigned Determination, the Department will issue the SSTS Approval Determination. Determination made by: /L✓0 P Date: January 24, 2005 David B. Tweedy Acting Commissioner New York'City Department of Environmental Protection AGREED AND ACCEPTED THIS M. day of , 2005 T 'd d0 1N3WidUd30 AlNnoo WdNind:3WtwN S26L- 8L2- Sb8:X31 Sb :ZT 03M S002-2-ddW C„r oFr4r r FAX COVER. 1JHEE 1 ,New York City. DE 1 1 Department of Environmental Protection f ,er Bureau of Water Supply. Engineering,Dh4sion fNTAL red 465 Columbus Ave., Valhalla,. NY 10595 Fax No. (914) 773 -0343 . Number of pages: _ (including cover sheet) If there are any problems, please call our office at SEND TO FAX NO DELWER T0: ✓Y ps Id 6 TODA.Y'S'DATE: Q Q -- O S ]FROM: DESCR2TION: \tot This facsimile contains COIVEIL7EN77AL 11VFORMATTON, which may also be LEGAyLZY PRIYIL.EGED. It is intended only for use oil the a essee; s) maned ab e. 1 you Lre neither the intended recipient of this facsimile nor the employee or agent responsible for delivering it to the intended recipient, yan are hereby notified that disseminating or copying this facsimile is prohibited. I fyou hcn�e receitied this facsimile in error, please notify this office by telephone and returr the original to the ad*ess ser forth above by the United State Postal Service. Thank yon l0'd LS:II 5002 -8LL- V l6:x8A 2 'd d0 1N314idUd30 AiNnoa WdNind :3WHN T26L- 812 -Sb8 :131 9b :2i 03M 5002-2 -61JW `Ze �•��• � March 2,;2005 of Wewrrl . Department of Terri -Ann P. Hahn Environmental LADA, P.C. Protection 104 West Street Simsbury, CT 06070 Re: Van beef Est. lot 37 SSTS Cornwall. Hill• Road . Patterson, .New,.'Y'ork Emily Lloyd East Branch Reservoir Commissioner 'DRP Log # 2002 -M>3- 1006- 'V'A.1 Tel. (7 18) 595 -6561 Fax (718) 595.357 Dear Ms. Hahn'. This letter is to inforni you that your application ta,engage in the above referenced regulated .activity .pursuant. to the "Rules. and Regulations for the' Protection from Contamination, Degradation and Pollution of the. New York City Water Supply and Its Sources " .(Regulations) was approved• on_March 2, 2005. The Department Bureau of water supply 1;eserves the right to modify, suspend or revoke this approval based the grounds Michael A. Principe, Ph.D. set-forth in Section 1$ -26 of the.Regulations. Deputy Commissioner Tel (914) 742,2001 The activity proposed in your application only applies to the terms of this Fax (914) 741 -034a approval and is subject to the Regulations cited above. Failure to comply with the 465 columous Avenue conditions of the approval may be the cause for suspension of this approval and New York initiation of an enforcement action. Should modification, suspension or revocation 10595-1 1Q595 -1336 of an approval be necessary, the Department will notify the regulated party, via certified mail or personal service prior to modifying, suspending or revoking this approval. The notice will state the alleged facts or conduct which appear to warrant the intended action and explain the procedures to be followed. Please contact Sissy' De La Ossa at (914) 773 - 4416 at least t-vo days prior to start of construction so that an inspection may be.scheduled. Sincerely, Margaret O'Connor, P.F. Supervisor MY OEPA RT, r Project Review Group J ,�yNENTAL PQ� Nww.n�,su� /eoo , ZO'd L9 : t l HE Z -1eW - OCO -CLL -V t6 : xeA 2 'd d0 1N3W121dd30 1,1N100 WdNifld :3WUN T26Z- 812 -Sb8 :X31 5b:2T 03M S002 -2 -NUW £0'd xc: Robert Morris, P.E_ PCDI4 (w/Encl) R. Scott Ballard, 'N YSDEC, 21 South Putt Comers Rd. New Paltz, N-' 12561 -1696 (w/Encl) Building Inspector, Town of Patterson (w/Encl.) John M. Dunn, P.E., NYSDOH Joseph Reilly, Reilly Construction, Inc. 21401tnute 22, Brewster, NY 10509 Larry Nichols, P.E. L9:11 5002 Z JE :xe b 'd d0 1N3W1add30 AiNnoo WbNind : 3WU.H T26,L- 8L2- SV8 :_131 9b:2Z 03M 9002 -2-ddW O0-ty DEPggr New York City • Depa muent of... PpNMfMAL ¢� nvbi:r�cr merit .1 Protection SUBSURFACE SEWAGE TREATMENT SYSTEM DETERMINATION Pursuant to the authority .granted.under: Article 11 of the Nec' York.State Public Health Law; holes and Regulations For The Protection prom Contarnimatio% Degradation and Pollution Of The New'York City Water Supply and Its Sources, 15 RCNY Section 18 -39 (or Chapter' 18);:.and. 10 NYCRR Appendix 75 -A Wastewater Treatment Standards- Individual Household Systems. New York City Department of Environmental Protection makes the following determinations with respect to the sewage disposal syatem(s) plan described below: Name of Project: Van Cleef Estates Lot # 37 — SSTSs Location:. Cornwall Hill Road Tax Map # 13.07 -1 -71 (T) Patterson. Owner: Joseph Reilly, Reilly Construction Address: 2140 Route 22 Brewster, New York 10509 Drainage Basin: East. Branch -Reservoir Type of Sewage Treatment Systems and General Description: Subsurface Sewage Treatment System for a three (3) - bedroom residence. The system consists of a 1000 - gallon septic tank and 500 linear feet of absorption trench and is designed to treat 600 gallons per day sewage effluent, and a pump chamber. An Aerobic Treatment Unit DF 60 (600 gpd) and, an Ultraviolet Disinfection Unit have been added to the proposed SSTS. Additional area exists for 100% replacement of the absorption area. The systems shall be installed in accordance with the: plans described in Appendix A, prepared by Harry Nichols, p0'd LS:II 500Z Z JeW £tr£0- £LL -trl6 xe� S 'd d0 1N3WiaUd30 AiNnM WdNind:3Wt+N 9b:2T 03M S002- 2-ddW P.E., and the Engineering Report dated February 5, 2005, prepared by LADA, P.C. Dates of Site Inspections and Soils Tests:. Deep Hole Tests - October 29, 1996 Percolation Tests - November 21, 1996 (X) Approved ( .)..Denied Conditions of Approval: 1, Where fill will be placed on the subsurface:treattpent system area, trees.shall.be cut at ground level. The area shall then be plowed perpendicular to the ground slope to a depth of .$ inches. The fill shall be placed, on the perimeter of the. site and pushed into place in such .a manner as to,mui i-=' a soil compaction. I Prior to the eommencenleiit -of any construction requiring a building permit, the applicant most provide at.least 48 hours,, .actual notice to the NYCDEP engineer or his representative making this determination: 3. The facility shall be constructed, and completed in accordance with the engineering report, plans submitted, specifications provided, which form the basis of this approval, and in accordance with the. conditions .of this determination., 4. This approval shall expire, and thereafter be null and void unless construction'. is completed within. two (2). years of the date of issuance or within any extended period of time approved: by NYCDEP upon .good cause shown. 5. The applicant will ,provide "as built" plans to NYCDEP, certified by the engineer. 6. When installed the system must be operated and maintained in accordance with NYCDEP Regulations and all other applicable regulations and/or standards. 7. In the event that. the material submitted is inaccurate or misleading, this approval is not valid and construction of the SSTS is in violation of NYCDEP Regulations. 8. This determination constitutes approval only of the physical design of the septic system for prop sed'installation and operation on a watershed of the New York City Water Supply. An approval of the septic system design does not affect any existing property rights, title, or interest, including without limitation, any public or private restrictions upon the use of the land. Wherefore this determination shall not be considered to be a grant or waiver of any property right. 90 'd 89 Ll SUUZ Z 1.e�1 „QUO'- ELL- l6:xe� 9 d d0 iN3W1ddd30 1,1Nnop. WUNind :3WUN ti26L- eL2 -SbB X31 Lb:2T Q3M S002-2-6UW 9. The sewage disposal system shall be constructed in conformity with the data,and plans as approved or commented upon. Any change in the system must be approved in advance of construction by.this Department and any' other agencies. with regulatory authority, including but not limited to county and state.deparomexit of health, 10. The system shall receive only.the domestic -sewage fiom the structures shown.on. . the plans. The nature and quantity of flow fronthe structures shall not be, changed without prior approval of this Department and the Department of Health. 11. All parts of this system are to be operated and maintained properly. In no case is sewage or sludge, to, be exrposed or any other unsanitary or unsafe condition to•be created because of the Use of this system. Guidance on standards is found in the Waste Treatment. Handbook.issued by the New York State Department of Health under New York State Code of.Rules and'Regulations (10 NYCRR Part 75). 12. Whenever sludge and scum shall so accumulate in,at y septic tank, so as•to occupy together at any,point more than one-fourth of the distance between the bottom and the flow line, the tank shall be cleaned. 13. Whenever sludge and_ scum are removed from any:septicor settling tank or ariy part of the system it shall be done in such a manner as to cause no nuisance, and the material shall be disposed of in a.ccordarice with all'applicable regulations. 14. This approval.shall not be construed to invalidate any rule.pr regulation enforceable by local authority having jurisdiction.. . 15. This approval and. all conditions of the approval are binding on the owner. of the property. Buyer . hereby acknowledge, covenants, warrants and represents that he /she shall install and maintain any and all .erosion controls, and septic facilities on the premises in accordance with the plans approved by the New York City Department of Environmental. _Protection on March 2, 2005. 16. Buyer hereby covenants, ,warrants and represents that any.lease, mortgage, subdivision, or other transfer of the Premises, or any .interest therein shall be subject to the restrictive covenants contained herein pertaining to the installation and rnainteziance of erosion control, arid septic facilities. Any deed, mortgage or other instrumental of conveyance shall specifically refer to the attached plans and shall. specifically state that the interest thereby conveyed is subject to covenants and restrictions contained herein., 17. Buyer's obligation to install and maintain any and all erosion controls, and septic facilities on the premises in accordance the attached plans shall be, shall run with the land, and. shall be binding on Buyer's heirs, successors and assigns. 90'd 99 11 5002 Z ae14. �b�0- £LL- trl6:xe� L 'd . 30 1N3WidW30 A1Nnoo WUNind : 3WUH Date: March 21 2005 S 86L- BL2-St�8 :131 Lb :zZ ❑3M S008 -2-6UW Determination made by: Recommended for Approval: Margaret O'Connor, P.E. . Sissy De La Ossa Supervisor Assistant Civil Engineer Engineering Review Group Engineering Review Group, This determination letter must be maintained by the applicant and be readily available for inspection at the construction site. LO'd 99:II 5002 Z j6W :;p00- OLL- kl6:xe� ax:9" t,00Z `EZ �2quzow( j PasInag IsIB- ZOOZ `9 32q[MAON POW ar 2 2005 11:59 P.08 S. ,SS posodoid ulga MAR -2 -2005 WED 12:47 TEL:845- 278 -7921 NAME:PUTNAM COUNTY DEPARTMENT OF P. 8 'y l l'F} - �/►drN''J ° J -`j� -ij � �� i� I �'t�� of O - O �:. p _ Tr (�fi3 7��_ - -- •. 61 oG a�G`H8'�T .. ni { • Q { I I I �I . �• k I I I i i, jxf; � 1 t .. I I I I I• I; •' �i � I i, I tt s I• ? 1. �' I ft a k3 'I PF o �7 IItaI �! IT "t — I� i�� TT 3 r r, -o Department of Environmental Protection Emily Lloyd Commissioner Tel. (718) 595 -6565 Fax (718) 595 -3557 Bureau of Water Supply Michael A. Principe, Ph.D. Deputy Commissioner March 2, 2005 Ferri -Ann P. Hahn LADA, P.C. 104 West Street Simsbury, CT 06070 Re: Van Cleef Est. lot 37 SSTS Cornwall Hill Road Patterson, New York East Branch Reservoir DEP Log # 2002 -MB- 1006 -VA.1 Dear Ms. Hahn: This letter is to inform you that your application to engage in the above referenced regulated activity pursuant to the "Rules and Regulations for the Protection from Contamination, Degradation and Pollution of the New York City Water Supply and Its Sources" (Regulations) was approved on March 2, 2005. The Department reserves the right to modify, suspend or revoke this approval based on the grounds set forth in Section 18 -26 of the Regulations. Tel (914) 742 -2001 The activity proposed in your application only applies to the terms of this Fax (9114) 741 -0348 approval and is subject to the Regulations cited above. Failure to comply with the 465 Columbus Avenue conditions of the approval may be the cause for suspension of this approval and Valhalla, New York 10595 -1336 initiation of an enforcement action. Should modification , suspension or revocation of an approval be necessary, the Department will notify the regulated parry, via certified mail or personal service prior to modifying, suspending or revoking this approval. The notice will state the alleged facts or conduct which appear to warrant the intended action and explain the procedures to be followed. Please contact Sissy De La Ossa at (914) 773 - 4416 at least two days prior to start of construction so that an inspection may be scheduled. 0 CITY DEPART i A I I 40A'MENTALPit www.nvc.gov/.!e 0718) 0EP-NELP Sincerely, i Margaret O'Connor, P.E. Supervisor Project Review Group xc: Robert Morris, P.E. PCDH (w /Encl) R. Scott Ballard, NYSDEC, 21 South Putt Corners Rd. New Paltz, NY 12561 -1696 (w/Encl) Building Inspector, Town of Patterson (w /Encl.) John M. Dunn, P.E., NYSDOH Joseph Reilly, Reilly Construction, Inc. 2140 Route 22, Brewster, NY 10509 Harry Nichols, P.E. g C�1Y �EPgRT v/—� �FtiT New York City 0 DEP Department of FNTALPROt Environmental Protection SUBSURFACE SEWAGE TREATMENT SYSTEM DETERMINATION Pursuant to the authority granted under: Article 11 of the New York State Public Health Law; Rules and Regulations For The Protection From Contamination, Degradation and Pollution Of The New York City Water Supply and Its Sources, 15 RCNY Section 18 -39 (or Chapter 18); and 10 NYCRR Appendix 75 -A Wastewater Treatment Standards - Individual Household Systems. New York City Department of, Environmental. Protection makes the following determinations with respect to the sewage disposal system(s)-plan described below: Name of Project: Van Cleef Estates Lot # 37 — SSTSs Location: Cornwall Hill Road Tax Map # 13.07 -1 -71 (T) Patterson Owner: Joseph Reilly, Reilly Construction Address: 2140 Route 22 Brewster, New York 10509 Drainage Basin: East Branch Reservoir Type of Sewage Treatment Systems and General Description: Subsurface Sewage Treatment System for a three (3) - bedroom residence. The system consists of a 1000 - gallon septic tank and 500 linear feet of absorption trench and is designed to treat 600 gallons per day sewage effluent, and a pump chamber. An Aerobic Treatment Unit DF 60 (600 gpd) and, an Ultraviolet Disinfection Unit have been added to the proposed SSTS. Additional area exists for 100% replacement of the absorption area. The systems shall be installed in accordance with the plans described in Appendix A, prepared by Harry Nichols, P.E., and the Engineering Report dated February 5, 2005, prepared by LADA, P.C. Dates of Site Inspections and Soils Tests: Deep Hole Tests - October 29, 1996 Percolation Tests - November 21, 1996 ( XX ) Approved ( ) Denied Conditions of Approval: Where fill will be placed on the subsurface treatment system area, trees shall be cut at ground level. The area shall then be plowed perpendicular to the ground slope to a depth of 8 inches. The fill shall be placed on the perimeter of the site and pushed into place in such a manner as to minimize soil compaction. 2. Prior to the commencement of any construction requiring a building permit, the applicant must provide at least 48 hours actual notice to the NYCDEP engineer or his representative making this determination. 3. The facility shall be constructed and completed in accordance with the engineering report, plans submitted, specifications provided, which form the basis of this approval, and in accordance with the conditions of this determination. 4. This approval shall expire and thereafter be null and void unless construction is completed within two (2) years of the date of issuance or within any extended period of time approved by NYCDEP upon good cause shown. 5. The applicant will provide "as built" plans to NYCDEP, certified by the engineer. 6. When installed the system must be operated and maintained in accordance with NYCDEP Regulations and all other applicable regulations and/or standards. 7. In the event that the material submitted is inaccurate or misleading, this approval is not valid and construction of the SSTS is in violation of NYCDEP Regulations. 8. This determination constitutes approval only of the physical design of the septic system for proposed installation and operation on a watershed of the New York City Water Supply. An approval of the septic system design does not affect any existing property rights, title, or interest, including without limitation, any public or private restrictions upon the use of the land. Therefore this determination shall not be considered to be a grant or waiver of any property right. 9. The sewage disposal system shall be constructed in conformity with the data and plans as approved or commented upon. Any change in the system must be approved in advance of construction by this Department and any other agencies with regulatory authority, including but not limited to county and state department of health. 10. The system shall receive only the domestic sewage from the structures shown on the plans. The nature and quantity of flow from the structures shall not be changed without prior approval of this Department and the Department of Health. 11. All parts of this system are to be operated and maintained properly. In no case is sewage or sludge to be exposed or any other unsanitary or unsafe condition to be created because of the use of this system. Guidance on standards is found in the Waste Treatment Handbook issued by the New York State Department of Health under New York State Code of Rules and Regulations (10 NYCRR Part 75). 12. Whenever sludge and scum shall so accumulate in any septic tank so as to occupy together at any point more than one- fourth of the distance between the bottom and the flow line, the tank shall be cleaned. 13. Whenever sludge and scum are removed from any septic or settling tank or any part of the system it shall be done in such a manner as to cause no nuisance, and the material shall be disposed of in accordance with all applicable regulations. 14. This approval shall not be construed to invalidate any rule or regulation enforceable by local authority having jurisdiction. 15. This approval and all conditions of the approval are binding on the owner of the .property. Buyer hereby acknowledge, covenants, warrants and represents that he /she shall install and maintain any and all erosion controls, and septic facilities on the premises in accordance with the plans approved by the New York City Department of Environmental Protection on March 2, 2005. 16. Buyer hereby covenants, warrants and represents that any lease, mortgage, subdivision, or other transfer of the Premises, or any interest therein shall be subject to the restrictive covenants contained herein pertaining to the installation and maintenance of erosion control, and septic facilities. Any deed, mortgage or other instrumental of conveyance shall specifically refer to the attached plans and shall specifically state that the interest thereby conveyed is subject to covenants and restrictions contained herein. 17. Buyer's obligation to install and maintain any and all erosion controls, and septic facilities on the premises in accordance the attached plans shall be, shall run with the land, and shall be binding on Buyer's heirs, successors and assigns. Date: March 2, 2005 Determination made by: Recommended for Approval: 61 Margaret O'Connor, P.E. Supervisor Engineering Review Group Sissy De La Ossa Assistant Civil Engineer Engineering Review Group This determination letter must be maintained by the applicant and be readily available for inspection at the construction site. APPENDIX A Plan Dated Last Revised Proposed SSTS November 6, 2002 December 23, 2004 DESCRIPTION OF DELTA WHITEWATERRO HOME AEROBIC TREATMENT UNIT The Delta Whitewater0 Horne Aerobic Treatment Units contain a conical clarifier supported inside the main tank. The space between the clarifier and the main tank wall is the aeration zone in which the raw influent is mixed with the plant's biology (MLSS) where it rapidly decomposes the impurities. The MLSS, is hydraulically displaced into the clarifier from the bottom. Inside the clarifier, the clear treated water separates from the MLSS where clear water rises to the top and exits the treatment plant through the effluent pipe. The sludge residue in the clarifier settles back out through the bottom and is re -mixed in the aeration zone. Multiple PVC air drop lines are placed along the main tank wall in the aeration zone. Air from the compressor is injected at a minimum rate of 2,100 cubic feet per pound of biological oxygen demand (BOD) in the raw wastewater. The entire unit is suitable for burial with only the inspection ports, compressor and alarm panel above ground. The units are manufactured in sizes between 400 and 1,500 gallons per day and can be furnished in either fiberglass or concrete versions. All Delta DF series plants are NSF International tested and approved to conform to ANSI /NSF standard #40, Class 1 effluent requirements. V of W P v E OVPp1Y BORE P aECE FEB 5 2p05 N OF ENP\ p1v�S�0 PLNPk.` J ('11 1 t '.) J A 0 ET ffi�iNK 6 AIR OUTLET ROTARY V Inle Note: See dimension sheet for number of air drops Alternate Access Port Section A -A * HIGH LEVEL FLOAT NOT REQUIRED WHEN USING CP22 SERIES CONTROL PANELS WASTEWATER TREATMENT UNITS MODEL DFXX -M Delta Environmental Products, Inc. DWN BY: DATE: SCALE: DWG. NO.: B.LANDR N.T.S. CRT601 P.O. Box 969 Denham Springs, LA 70727 Y, PROCESS DESCRIPTION The Delta Environmental Products, Inc. Whitewater® Home Aerobic Treatment Unit utilizes the activated sludge and extended aeration methods of biological waste reduction. The activated sludge process is a continuous flow biological treatment process characterized by a suspension of aerobic microorganism maintained in a relatively homogeneous state by the mixing and turbulence induced by aeration. The microorganisms oxidize organic impurities in the raw influent wastewater to carbon dioxide and water in the presence of dissolved oxygen produced by the plant's compressor. Extended aeration ,is a modified version of the activated sludge process whereby the waste is maintained under long term aeration of typically 24 hours or more. This process produces the minimum amount of sludge and can handle widely varying hydraulic and biological flows. The operating mixed liquor suspended solids (MLSS) in the aeration zone of the unit rises to a relatively high level of 5,000 to 8,000 mg 11 (parts per million). Under these conditions, the organisms are starved and forced to undergo partial auto - oxidation. Volatile compounds are partially driven off during aeration and metals are . partially removed and accumulate in the sludge. The sludge is periodically removed from the units. The extended aeration process is probably the most stable and easily operated of all the aerobic processes. A properly operating plant will not produce the. "rotten -egg" odor that is common with septic tank systems. Such systems also produce much cleaner effluent with total removal efficiencies of 96% to 97% of the impurities in the original wastewater. A WORD ABOUT YOUR DELTA AEROBIC WASTEWATER TREATMENT SYSTEM AND HOW IT WORKS The Whitewater0 Aerobic Wastewater Treatment System that you have purchased produces a high quality water suitable for various disposal methods. It is used to enhance your on -site wastewater disposal system. You can be proud that in purchasing your Whiewater® System with a minimum amount of maintenance, you can directly contribute to a cleaner, safer environment. All wastewater treatment systems of this type work by using the bacteria that nature has provided. By pumping air into the system, the bacteria grow and thrive in much larger amounts than would occur naturally. The over population of bacteria speeds.up the process of breaking down domestic wastewater, making it safe for release into the environment. This entire process takes place within the walls of your specially designed, self - contained Whiewater® Treatment System. Your Whitewater0 System is made up of an outer mixing chamber and center settling chamber. Raw unsettled domestic wastewater enters directly into the mixing chamber. Mixing is accomplished by air passing from the air pump to the air drop -lines located around the outer wall of the mixing chamber. The design is such that solids remain in suspension with a general flow pattern up the outer plant wall, then down the outside of the settling chamber when the air pump is on. This flow pattern allows a quiet condition in the settling chamber. The mixed liquid enters the hopper- shaped settling chamber at the bottom and travels upward toward the discharge pipe. The quiet condition allows solids to settle down and re- enter the mixing chamber. The result of this process is a clear, odorless discharge, which meets or exceeds state water quality standards. By following the few simple steps that you find in this manual, your Whiewater® System will provide you with years of service and the knowledge that you are doing your part to protect our ground water, lakes, rivers, and streams. Whitewater® is a registered trademark of Delta Environmental Products, Inc. THE FOLLOWING SHOULD NOT BE USED OR DISPOSED INTO THE SYSTEM • Greases, Fats and Oils — Pesticides, Herbicides, or any other toxins. • Garbage disposal should be used sparingly. Dispose of food waste, grease, etc., in the solid waste bin. Food waste represents additional loading the Aerobic Treatment Plant would have to digest, increasing pump out intervals. • Paints, household chemicals — automobile fluids — do not discard mop water into the system. • Non - Biodegradable items such as cigarette butts, disposable diapers, feminine hygiene products, condoms, hair, coffee grounds, rags, paper towels, bandages,'etc. • Wash loads must be spread out over the week. Once a week multiple loads or half loads are not recommended. • Citrus products, oranges, lemons, grapefruit, etc. • Additives for septic systems — they do no more harm than good. • Hydraulic overload due to excessive water from other sources. • Home Brewery Waste — Strong Medicines, Antibiotics. Anti - Bacteria Soaps should be avoided. • Strong disinfectants or bleaches. Laundry products such as: Lysol, Pine -Sol, Tidy Bowl, or discharge from water softeners, Drano. • Recommended detergents are: powdered, low- sudsing, low phosphates and biodegradable, washing soda ingredients such as Gain, Arm & Hammer, Fresh Start, and Dash Bright. Fabric softener dryer sheets are recommended. • Recommended cleaning products are: Non - chlorine, biodegradable and non -toxic such as Ivory & Sunlight dish washing liquids, Cascade & Sunlight powdered dishwasher detergents, Comet & Biz powdered cleaners, baking soda. SYSTEMS REQUIRING PUMP OUTS DUE TO THE ABOVE VIOLATIONS ARE NOT COVERED BY THE WARRANTY. SPECIFICATIONS FOR DELTA ENVIRONMENTAL PRODUCTS, INC WHITEWATER® HOME AEROBIC TREATMENT UNIT MEETING ANSI /NSF INTERNATIONAL STANDARD 40, CLASS 1 GENERAL SPECIFICATIONS The treatment plant described by these specifications is a Delta Environmental Products, Inc. Model The plant shall essentially consist of a fiberglass aeration tank, air diffusion system with blower assembly, and inner circular type conical clarifier. Additional features and accessories areas shown on the Delta Environmental job drawing or drawings and as hereinafter specified and described. Plant shall be ANSI NSF International, Standard 40, Class 1 approved. OPERATING CONDITIONS The treatment system shall be capable of treating gallons per day average daily flow (ADF) of domestic raw sewage waste with an organic loading of ;— pounds of BOD5. A minimum of 2100 cubic feet of aeration capacity shall be provided for each pound of BOD5. . CONSTRUCTION Fiberglass Construction The treatment plant's main tank shall be constructed of % inch minimum thickness fiberglass. The tank shall be molded of fiberglass reinforced polyester resin manufactured by the lay -up and spray technique to assure that the interior Pretreatment Tank (Optional) A pretreatment tank shall be provided as shown on the plans to receive the incoming flow. The inlet tank shall be designed to collect large incoming solids. This shall be accomplished by extending the inlet pipe downward below the trash floatable zone and above the settling zone. The discharge pipe shall also_, be extended downward so as to draw pretreated sewage from the median zone, keeping both floatable and settle -able solids out of the aeration tank. J Aeration Tank The aeration tank shall be sized to provide a minimum of 24 hour hydraulic detention time at the average daily flow (ADF). Tank design shall be such as to provide efficient mixing and aeration, and to maintain hydraulic velocities sufficient to prevent deposition of solids. Air Diffusion System Air diffusion drop pipes of 3/4" inch schedule 40 PVC pipe shall supply air to diffusers. Each pipe shall be slotted for proper air diffusion and designed for non - clogging. Clarifier The clarifier shall be designed so as to provide optimum liquid -solid separation and shall be sized to provide eight hours hydraulic detention at the ADF rate. The clarifier shall be installed inside the main tank. Chlorinator (Optional) An in -line chlorinator shall be included in the treatment system to achieve disinfection by chlorination of the final effluent. The effluent from the treatment . ` plant shall gravity flow through a Delta tablet type chlorinator. Aeration Blower Provide one aeration blower system with sufficient capacity to furnish the treatment plant air requirements. The blower(s) shall be capable of delivering 2,100 cubic feet per pound of BOD5 influent at required discharge pressure. Electrical Controls An electrical control panel shall be furnished with each compressor that will protect the compressor from overload and failure to start. Included in the panel shall be a pressure switch alarm system that will sound an alarm upon loss of air supply as well as a high water alarm. System shall be ANSI /NSF International certified utilizing UL rated components in an indoor /outdoor NEMA 3R painted steel enclosure. J Pi in All necessary piping and valves inside the plant shall be PVC and be provided by the manufacturer. At the exterior wall of the plant, as shown on the plans, the manufacturer shall provide properly sized inlet and outlet connections. The manufacturer shall not be responsible for piping or valves outside the plant. Contractor or owner shall be responsible for necessary piping and valves between all systems. Workmanship and Experience All workmanship and materials shall be of the highest quality. The waste treatment plant shall be the product of an experienced manufacturer actively engaged in manufacturing and research and development of sewage treatment facilities. NSF International test documents shall be available upon request of the Engineer. j LADA, Land Planners W January 3, 2005 R C M I r9- - 1, D" Development Consulting, Landscape Architects, Environmental Impact Statements, Planning, Erosion Control Specialists, Visual Impact Analysis, Environmental & Recreation Design Ms. Sissy Delaossa NYCDEP 465 Columbus Avenue Valhalla, NY 10595 -1336 Re: ATU Unit Sizing 454 Cornwall Hill Road Patterson, NY Dear Ms. Delaossa: Attached please find the revised ATU sizing determination (Sheet #4) as per our discussions on December 29, 2004. This version increases the size of the ATU from a DF -50 unit (500 gals) to a DF -60 unit (600 gals). This submission should complete the requirements of NYCDEP. If you have any questions, please let me know. Sincerely, Terri -Ann P. Hahn TPH/mf c: Scott Ballard Harry Nichols Tom Biglin K1My Documents on K\Smith Fann\Sissy Delaossa Itr ATU Unit 1- 3- 05.wpd 104 West Street, Simsbury, CT 06070 • (860) 651 -4971 • Fax (860) 651 -6153 2050 Route 22 (Suite 106) • Brewster, NY 10509 • (845) 278 -7424 E -Mai I: ladapc@snet.net I. A 6 AIR OUTLET LINEAR TOTANK :OUITLET — IR ROTARY 4' Intel Note: See dimension sheet for number of air drops Alternate Access Port Section A -A IIIGH LEVEL FLOAT NOT REQUIRED Wl irN t ISIN(7 CP22 SERIES CONTROI. PANEIS I !'O-E) WAS`l EWATER 'TREATMENT UNITS MODEL DFXX -M Delta Environmental Products, inc :. DWN BY: UAl'I ?,: SCALL: DWG. NO,: P.O. Box 969 Denham S' rings. LA 70727 L3.1-ANDRY OG /19 /u N.T.S. CRT601 T ATU Sizing Requirements Revised 12/29/04 as per NYCDEP 'i i ATU Sizing Requirements Assume 3 bedrooms with 4 people: 4 people x 100 gpd/person = 400 gpd .17 pounds BOD /persons day x 4 persons = 0.68 pounds BOD /day Use DF -50 500 gpd/1.25 BOD treatment capacity According to NYCDEP - Use DF -60 600 gpd. Y—AMy Documents on Mcilfy Lot - Penerson\ATU Sizing Requirements 1.3 -05.wpd SIZING EXAMPLES Design flow for residential domestic sewage is normally considered to be 100 gallons per capita per day containing 0.17 pounds of BOD. Some states require sizing based on number of bedrooms and some based on number of people. Check with local and /or state agencies to find out what the actual requirements are. The following examples are reasonable methods for plant sizing: Example 1 Select a treatment plant for a four bedroom house with five persons. .17 pounds BOD /persons day X five persons =.85 pounds BOD /day. A 500 -GPD plant can treat 1.25 pounds BOD /day (see chart). Therefore use a 500 GPD plant. Example 2 Select a treatment plant for a six bedroom house with four persons. A treatment plant for this house should be designed for expansion of the household to seven persons. Two in one bedroom and one in each of the other five bedrooms. ➢ Seven persons X 100 GPD /person = 700 GPD. ? .17 pounds BOD /persons per day X seven persons = 1.19 pounds BOD /day. > . A 750 GPD plant can treat 1.88 pounds BOD /day. Therefore use a 750 GPD plant. Example 3 Select a treatment plant for a two bedroom house with three people. Three persons X 100 GPD /person = 300 GPD. ➢ .17 pounds BOD /person, day X three persons = .51 pounds BOD /day. A 400 GPD plant can treat 1.0 pounds BOD /day. Therefore use a 400 GPD plant. The above are examples of normal domestic sewage plant sizing. Influent from various sources can be converted into equivalent per capita flow for selection of the appropriate size treatment plant. j CHART 1 Treatment Plants — Sizes /Capacities Units I.D.* Obs /day) Size (GPD) BOD Treatment Capacity DF- 40 400 1.00 DF- 50 500 1.25 DF- 60 600 1.50 DF- 75 750 1.88 DF -100 1,000 2.50 DF -150 1,500 3.75 *For all fiberglass construction add suffix FF *For concrete with fiberglass clarifier add suffix CA LA DA 7 Ps GO t 1 Development Consulting, Landscape Architects, Environmental Impact Statements, Planning Land Planners Erosion Control Specialists, Visual Impact Analysis, Environmental & Recreation Design November 18, 2004 Ms. Margaret O'Connor NYCDEP 465 Columbus Ave. Valhalla, NY 10595 RE: Van Cleef Estates, Lot 37 - Variance 454 Cornwall Hill Road Patterson, NY DEP Log #2002 -MB- 1006 -VA.1 Dear Ms. O'Connor, Based on my conversation with Sissy Delaossa on November 11, 2004, it is my understanding that NYCDEP will not accept a chlorination / dechlorination method to be used for disinfection at this site. We have, therefore, revised the plans (Sheet 3 and SSTS Plan) to show an underground UV system. This system will require an equalization tank as shown on the SSTS plan. Manufacture cut sheets are also attached. Hopefully, this will address all of NYCDEP's concerns and a variance can be issued. If you have any questions, please let me know. Sincerely, Terri -Ann P. Hahn Attachments C. Tom Biglin Joe Reilly Harry Nichols K\My Documents on MReilly Lot - Patterson \Oconnor letter 1 I -I M4.wpd 104 West Street, Simsbury, CT 06070 - (860) 651 -4971 - Fax (860) 651 -6153 2050 Route 22 (Suite 106) - Brewster, NY 10509 - (845) 278 -7424 E -Mai I: ladapc @snet.net 11/06/04 SAT 06 :45 FAX 780 731 2405 SALCOR INC SG GROUNC TREATMENT PLANT EFFLU ENT SECTION) \-UV LAMP QUARTZ TUBE TEFLON COVER SUPPORT FRAME AND GASKET SALCOR UV DISINFECTION UNIT OVABLE CAP DISINFECTION SUB - ASSEMBLY ICAL JUNCTION ITH INDICATORS LARM CONTACTS HANDLE FOR REMOVAL- SUPPORT FRAME AND GASKET 1ISMECTED FFLUENT 1V LAMP 1 IUARTZ TUBE 'EFLON COVE NOTE: NOT ALL DIMEMION5 TO SCA18 ,S 11/06/04 SAT 08:45 FAI 760 731 2405 SALCOR INC SG X1007 Saicor uV Disinfection: Unit � Junction Box; connection for 120VAC or 12 VDC line and external alarm 4 � 3/4 NPT nipple � g 37 (Adjustable at �j � i installation) 30 3" Pipe connector 1----4" Pipe connector NO'c: NOT ALL DIMEN$1ONS f0 SCALE A- 11/06/04 SAT 08:44 FAX 760 731 2405 SALCOR INC SG 11002 Phone: 760 -731 -0745 Fax: 760 -731 -2405 Email: jscruver@aol.eom P O Box 1090 Fallbrook, CA 92088 -1090 SA 1w COR INC SALCOR 3G WASTE WATER. ULTRAVIOLET DISLNFECTION UNIT 1. DESCRIPTION The Saleor Model..-3G ultraviolet disinfection unit, patents issued and pending, was specifically developed for disinfecting the effluent of small aerobic treatment plants. It is able to reduce fecal coliform bacterial levels well below the most stringent US treatment standards, ev n when the upstream upset treatment plant is operating in a mild coniti on. Most small aerobic treatment plants are installed so that their discharge piping is below grade. The 3G disinfection chamber disebtly couples to the aerobic plant discharge pipe and is permanently installed below grade. figures 1 and 2 shows the design details of the Salcor 3G unit. The ultraviolet light source for disinfection is mounted in a sub - assembly which can be inserted or removed through the top of th.e riser pipe for periodic servicing. The light source is mounted in the center of an anodized aluminum frame which divides the disinfection chamber in half.. The frame seals against the inner surface of the disinfection chamber to prevent flow bypass. When fully inserted, the disinfection sub - assembly is properly located by two pins mounted near the top of the disinfection chamber. It causes the wastewater entering one side of the unit to flow vertically downward, to make a 180 degree turn, and then to flow vertically upward and out the other side of the unit. This well -def ned flow path is designed to give the proper fluid exposure time and no short circuiting. 1 11/06/04 SAT 08:44 FAI 760 791 2405 SALCOR INC . SG The ultraviolet light source is surrounded by a clear fused quartz tube to control lamp surface temperature. A clear Teflon film covers the quartz tube to minimize surface fouling. This design feature incorporates the beneficial attributes of both quartz and Teflon. When the disinfection chamber is filled with water, the ultraviolet light source can operate continuously, whether or not water is flowing. Continuous operation within a lamp surface temperature range of 105 -120 deg. F. provides optimum ultraviolet light output and long lamp lifetime. The Model 3G alarm relay circuit triggers an external alarm to warn the user when the UV lamp is not properly operating. Electronic components in the circuit sense changes in the UV lamp which correlate with the germicidal ultraviolet output. A normally closed relay actuates electrical current in an alarm circuit upon failure, or incipient failure of the UV lamp. The alarm relay circuit has been designed to be compatible with a wide variety of alarms used on upstream aerobic treatment plants, and is compatible with either 120 VAC or DC power. The disinfection sub - assembly is water tight throughout its length, which extends approximately one foot above grade. This protects the electrical connections against a fluid backup which could cause the wastewater effluent level to rise to the maximum height of the upstream trcatment plant, Two versions of the Model 3G are available: 12 Volt DC; and 120 Volt AC. In the DC version, a DC power convertor is mounted inside the home, and low voltage wires are run from the home to the electrical junction box on the UV Unit. A DC power supply then energizes to the UV lamp. In the 120 VAC version, AC power (120 Volt 50/60 Hz ) is fed to the electrical junction box and a high frequency AC power supply then energizes the W lamp. A green LED indicator, located on the outside of the electrical junction box, glows when the UV lamp is producing ultraviolet germicidal light at a safe level. It ceases to glow when the Iight output falls below a safe level. IJ la 009 Z 11/06/04 SAT 08:44 FAZ 760 791 2405 SALCOR INC SG 2004 2. SPECIFICATIONS AND PERFORIVLANCE Maximum flow through the unit is rated at 3 gpm (4320gpd) with the following effluent conditions; Suspended Solids —less than 30.-mg/liter BOD (5 days) - less than 30 mg/liter Under the above conditions, the fecal �61iforrn reduction by the SaIcor 3G unit exceeds 3 -lobs, or 99.9 %, at the end of UV lamp life (two years of continuous operation). Aerobic treatment plants for individual homes ar e typically s ized f o r 400 - 1500 gpd. They are designed to produce effluent of the following quality: Suspended Solids—less than 10 mg /liter 130D (5 day) -less than 10 mg/liter Fecal coliform counts in the home aerobic treatment effluent typically range froze 800- 20,000 per 100 ml. The Model 3G ultraviolet unit is well over designed to disinfect the effluent from home aerobic treatment units. There ire rya 'Ib6f e effects from aver erasing Elie effluent to genicidal 'ultraviolet light, because ultraviolet disinfection does not form byproducts in contrast to chlorination and other chemical disinfection methods. The Model 3G ultraviolet disinfection units have been installed in conjunction with home aerobic treatment units manufactured by Biornicrobics, Consolidated (Multiflow and Nyadic), Norweco, Delta Environmental (Whitewater), Jet and Clearstream and others. The units have also successfully operated in conjunction with recirculating sand and synthetic media filters, by Orenco Inc. and others. 3. BENEFITS The Salcor 3G ultraviolet unit is easily installed (usually iu less than 30 minutes) and it operates with minimum attention. Because of the anti - fouling properties of Teflon, periodic cleaning is virtually eliminated. Annual inspection and cleaning is recommended and the W lamp is replaced every two years. ..4: 11/08/04 SAT 08:45 F.41 780 731 2405 SALCOR INC sc X1005 Ultraviolet disinfection does not cause byproduct formation, in contrast to chlorination. 4. CLUSTERMULTIPLE RESIDENCE POTENTLAL y Several 3G units may be connected in series and/or parallel to achieve a higher flow capacity. Salcor Inc. also manufactures larger wastewater disinfection units with capacities up to 16 million gallons per day. 5. INSTALLATIONS Salcor Inc. was incorporated in 1978, 'and it has 25 years of experience in ultraviolet disinfection of water and wastewater. Dr. James E. Cruver, President of Salcor Inc., pioneered the.. use of Teflon in ultraviolet disinfection. Wastewater disinfection systems, ranging in size from 500 gal /day up to 16 million gal/day have been installed using Salcor technology. The Model 3G was introduced in the spring of 1997. It has been a successful product and several thousand units have been installed throughout the United States and Canada, Dr. Cruver is a member of a task force which is developing a NSF Standard for W disinfection of on -site wastewater effluent. 6. THIRD PARTY TFSOG The Model 3G Unit has successfully performed in several third -party tests. One test, in Rhode Island, showed a geometric mean fecal coliform count less than 50 per 100 m/ over 18 months of operation with no maintenance. Another 10 month tagt'%ith no maintenance in Paway, CA yielded a mean fecal coliform count less than 10 per I00ml. Data are available upon request. t V } Salcor'Ina. P O Box 1090, Fallbrook, CA 92088 -1090 Phone: 760- 731 -0745 Fax: 760 -731 -2405 INSTALLATION NOTES AC Version Model 3G UV Unit 1. The AC Ballast is mounted on the PVC lamp handle with electrical ties. The ties are intentionally loose so that the ballast can be adjusted to correspond to the 3/4 -inch PVC nipple entrance to the electrical junction box. 2. When the 4 -inch riser pipe and PVC handle are cut for a specific job, the PVC handle should be cut so that the top of it is even with the 3/4 -inch pipe nipple. 1. The UV lamp and cord are mounted in the disinfection sub - assembly as in the instructions. It is important that the lamp be fully inserted into the quartz tube. 4. All connections are made in the electrical junction box. After insertion of the disinfection sub- assembly into the chamber, the female two-pin connector on the lamp cord and the four -pin connector on the ballast are fed through the pipe nipple into the electrical box, They are then mated with the male two -pin, and four -pin connectors. 5. Input AC Power Input 120 volt (50 or 60 hertz) AC power leads are connected to the two side -by- side vacant positions on the terminal strip inside the electrical box. Polarity is not important. The input wires can be fed through electrical conduit as stated in the DC version instructions. It is recommended that the electrical box be grounded, and there is a threaded hole in the box for that purpose. 4. LED Indicator A green LED in the side wall of the electrical box indicates that the UV lamp is operating satisfactory. 5. The UV Unit is equipped with a patented long -life lamp that should be changed every two years. &ALCOR INC. P.O. Box 1090 FsDmok, CA MMS -1090 741: (784) 731-0743 P= (TM 73t -2445 AM w 01piwo r I. Firs-, unpack the taut myl; chec* for any damagm in shi7piM- Zhe`re are 9 sub- assznhl.i.es that =m= a the w system, which are: I. W a;„fectl . chmTbez - 3" ABS pipe sob- assembly with a double tee. 2. Ext -wsion rise: - 4" ABS pipe with 3/4" ;W nipple mid 4" cap. 3. F.1ect=ical bax 4. 3.2 VX. prover m;;ply 6. Di g4- nfecti= assembly aj6 � alumdm n fraII�� quartz sle-eve 7. m 1" haxu a for di.,infeotfors assm;1bl y. S. W % - packed insj de PVC hamMe. 9 . Zarp cable + f; ter optic probe FZpart aa_v damge i�aediate? y Mom will be sacs additional itmw mmde to install the DV systett that are mt f =m ahed with the system. Icy are: 1. ABS aamsit 2. 18-gau a arise 3. Ele, cal tudui.t - 3/4" e1e=t=. Cal bCX 4. Mlltlmeter 5. 8ili= s: sealant 61, Tee= type 7. Lwpropyl - uhbi_ng} Alcztzcl a. GIYCM=LM. tr Treatment Plant I Pfiuent A 1/ Wel"focUon SuO�Aesemf>ir Roteaed 90' •�� Ronovabte Cap Fiber OpUe Probe -a "— Electrteal Junetlon Da= With Indicators Po rConnactor UP to 2!' SaeUon A-A LrV Camp, Quartz Tube. it Teflon Carer 1 r_ Support Frame and Gasket A A �a Disintectaaf Effluent Ultraviolet Unit Design Details Handle for removal Support Frame and Gasket Quartz Tube W Lamp - 2 - II. Piping - Disinfection Chamber The disinfection chamber consists of a 3" ABS vertical section 18" long, which extends downward from a double tee. TWO side ports on the double tee connect the chamber to the effluent pipe, from the home sewage treatment system. A riser section extends 14 inches above the double tee. Since the effluent pipe is usually 4" sch 40, two 3 -4" expander sections should be bonded with ABS cement to the double tee side ports. A hole should be dug deep enough to mount the disinfection vertical and attach the side ports to the home treatment plant effluent pipe. At the ton of the UV disinfection chamber is a 3 -4" ABS expander fitting. To this, is attached a 4 -inch ABS riser pipe. , The riser pipe supplied is two -feet .long and it has a 3/4" PVC nipple on the upper end. This riser pipe should be cut so that.one foot extends above grade as a minittnan. An egual distance should be. cut off the PVC handle for the W disinfection assembly, which fits inside the riser pipe. After cutting, the riser pipe should be bonded into the 3 -4"- expander fitting at the top of the W disinfection chamber with ABS cema*lt. The UV disinfection chamber should be bonded into the effluent piping. It is iuportant that the chamber be vertical.. III. Electrical. The UV system operates on 12 Volt DC power. The 2 -amp DC power convertor should be mounted inside the home. It plugs into a standard 110 - 120 VAC outlet. The two wire DC convertor outlets should be joined to two 18 AWG stranded wires (not fi=nished), which are run fracn 'i - 3 - the hcare to the W disinfecd- on system through underground conduit to the electrical box on the above ground portion of the 4 -inch ABS riser pine. The,electrical box is mounted to the riser by screwing it onto the 3/4" PVC nipple. Either silicone sealant or Teflon tape should be used to waterproof the connection. The electrical box should be mounted so that the 3/4 -inch conduit connection faces downward. Inside the electrical box is the 12 VDc ballast for lame operation. A te=ninal strio is rounted on the lower left side of the box. The two wires, which have been run through the conduit f-an the house should be connected to the upper tAc terminals. Polarity is very important. The too terminal is positive and the terminal imrediately below is negative. The positive lead of the 12 VDC pc7*r-r CO' is marked with black electrical tape... The 18 AM extension wires should be color coded either black ( +) and white ( -) or red ( +) and white ( -) . The polarity should be checked with a m?ltimetr before inserting the 18 gauge wires into the terminal stzi U . At ti^ls point, the elects_' cal installation may be checked by plugging in the power sumly and observing a green LID on the left side of the elect -rical box. After checking, the power supply should be disconnected, pending, con-pletion of IV. IV. Disinfection Sub - assembly and W Lamm Hook -= To install. the W lamp into the disirfecti.on sub-assembly,-plug the square 4 -pin connector on one end of the lamp cable + fiber optic probe into the W lamp. Try to not touch the quartz lama envelope. If it should be touched, rerove any fingerprints or mudges with Isopropyl (rubbing) Alcohol and a lint free cloth. 4 - Then, feed the cable through the PVC handle: and insert the lamp into the quartz sheath in the disirffection sub - assembly so that it extends all the way to the bottom. Next, screw the handle onto the PVC nipple,on top of the disinfection sub - assembly. Next, insert the assembly into the ABS disinfection chamber. The assembly seals • against the chamber walls with two EDPM ribber gaskets. lb lesson friction when inserting, we re=m)end that the seal be lubricated either with water or glycerine (available at any drug store) . Do not use silicone or any petroleum based oils or greases! When fully inserted, the disinfection sub -- assembly is properly located by two PVC pins mounted near the top of the disinfection chamber. Proper location can be dete=Lined by feel, in that the disinfection . sub - assembly -cannot be rotated in the chamber when it is properly mounted on the pins. Then, the lamp cable and fiber optic probe should be fed through the 3%4" PVC nipple into the electrical box. The lamp cable is connected to the ballast by mating the 4 -pin connector male and female plugs. The finer optic probe is inserted into the small jewel located on the left side of the electrical box just above the power indicator LID. Next, the parer supply should be re- connected. A faint blue light in the fiber optic jewel indicats that the W lamp is operating. Finally, the 4 -inch ABS cap should be placed over the 4 -inch ABS riser pipe and the cover .plats should be mounted on the. elect--ical box. The unit is now operational. r ' - 5 - V. Servicing It is re--=yended that the disinfection stab- assembly be removed and checked every six months. The W lamp should be replaced every year. 0 f Service/ Maintenance Contract Units to be maintained: 1) Aerobic Treatment Unit Model DF -60 (600 gpd) Delta Environmental Products, Inc. 2) Salcor UV Disinfection Unit Salcor Model 3G Salcor, Inc. Contractor /Service Provider: A \i-4 �M-Aiav% C044-6� oS Phone:S^ ' Z�y 00c-)l Fax: _��~ - Z�� ` as05 Owner: l' p�1tiS VVCk llAA..-. 454 Cornwall Hill Road Patterson, NY Phone: S"1 �J 2 7 g " q osl Fax: - / , . Revised as per NYCDEP requirements - January 4, 2005 Aerobic Treatment Unit (A� (Contd.) This contract is for maintenance services to be provided as described below. Failure to maintain the units in accordance with the required schedule may result in violation of NYCDEP and NYSDEC approvals for the property. 1. Aerobic Treatment Unit (ATU) Contractor's Responsibilities a. Certification of all maintenance completed in accordance with manufacturer requirements should be submitted to homeowner within 5 days of visit. b. Respond to emergency service calls within 24 hours. C. Clean air filter on air pump every 3 months in accordance with all manufacturers requirements. DO NOT USE OIL OR OTHER SOLVENTS! d. Every 3 months, inspect and adjust if necessary, the unit's mechanical and. electrical components. Inspect effluent color, turbidity, and odor. Take a sample from the aeration tank and perform a 30 minute solids settle ability test.. Break up any sludge in clarifier. e. Notify homeowner in writing the results of the 3 month or emergency service especially if any service can not be completed at the time of first visit at the time of the visit. f. If based on the solids settle ability test, the solid content exceeds 60% of the total volume after settling, the ATU should be pumped out. The method of pumping out should be as follows: • Remove any floating solids by skimming. • The air pump must be operating to keep solids in suspension. • Pump out 2/3 of the tank volume with suction pipe opening being placed at the tank bottom • After pump -out process is complete, fill the tank with fresh water to normal operating level. • Reset and restart the ATU according to manufacturers requirements. -2- !' Aerobic Treatment Unit (ATUD (Contd.) Homeowner Responsibilities a. Contractor shall be allowed access to complete necessary maintenance listed above. b. The homeowner must not dispose of any of the products listed on Schedule A. C. Check the unit alarm system daily. Check the air pump to be sure it is operating. (The unit produces a soft humming noise when operating correctly. Any unusual noise is indication of malfunction.) Contact maintenance service provider immediately if alarm panel or unusual noise or odor. d. Check for ants around the air pump and eliminate. e. Cost of the pumping are not included in the service contract. -3- 2. Salcor UV Disinfection Unit Contractor's Responsibilities a. Certification of all maintenance completed in accordance with manufacturer's requirements shall be submitted to the homeowner within five days of visit. b. Inspect the unit itself and its mechanical and electrical components annually. The Teflon filter should be cleaned annually in accordance with manufacturer's requirements. C. The UV lamp should be inspected every three months and replaced every two years or more often if necessary. Homeowner's Responsibilities a. Check alarm daily. Contact service provider immediately if the alarm is triggered. b. Do not flush grease, animal fats, or other greasy substances down any drains in the house. Agreement Date: Signed: Signed: Signed: Contractor Property Owner Homeowner KAMy Documents on K\RcMy Lot -Patte soMSeMce- Maintenance Coouact wpd -4- } 02/08/2005 10:05 8452790509 ht~ 13 -2005 THU 10;06 AM LADA .Jfl�l- p4 -ao0b 0 O 10 PPf LOA APC PAGE 01/01 8606516153 P, 03 FAX N0. :- ---- -- Jan. a5 2085 10t21AM P2 860ssrsl6a P. 02 2, Y.Dlafibann unit CO�trtt�or'A �eApanefb��� a, Ca lmewon of all maial"Mod aoumploQdd is 499md0 with ms's regWMopts 44 be 14WtW to lhe homeowner wife five days of YWi b, b q W the imat itpoif rmd its rmbx cnl ead aleatrical o mpanta uuwally, Tte Totlo Sher slhoald be olamW s mully in amcdam with WaACW 'a raqu nMdAlg. C. ?he W lisp ahauld be kwpeoW cvay than axathe And ropluad every t" yeas or mm *4m if;aaoomaty, 139meolur's RoapopsIbMtia a< Check am daily. Uvaut semat pm,94ec immedf wy if the alarm 1s uil red, b, Do eat fWb geem m bul ft vc odw gory aabstacaa down ary drapes ip $o house. Ag v=wt Data: S*04: Signed; Biped; HoMp mer IMP!, rar Arllrwn- m o G`r DEPARTMENT OF ENVIRONMENTAL PROTECTION 59 -17 Junction Boulevard Flushing, New York 11373 David B. Tweedy Acting Commissioner Tel. (718) 595 -6576 Fax (718) 595 -3557 dtweedy @dep.nyc.gov yOQK CITY E)16j T�F�l \p. •.'I ,` /R�NMENTAL aP O Ec'iO� www.nyc.gov/ e 1 DIAL Government Information 311 and Services for NYC January 24, 2005 Terri-Ann P. Hahn LADA, P.C. 104 West Street Simsbury, CT 06070 Re: Van Cleef Estates, Lot 37- VARIANCE 454 Cornwall Hill Road Patterson, NY East Branch Reservoir DEP Log # 2002 -MB- 1006 -VA.1 Dear Ms. Hahn: This letter is to inform you that your application for a variance from the requirements of Sections 18- 38(a)(5) and 18- 39(a)(5)(ii)(4) of the "Rules and Regulations for the Protection from Contamination, Degradation, and Pollution of the New York City Water Supply and Its Sources" (Watershed Regulations) was approved on January 24, 2005. Your application related specifically to a variance from Section 18- 38(a)(5), for which the New York City Department of Environmental Protection (NYCDEP or Department) requires the addition, of an Aerobic Treatment Unit and an UV Disinfection Unit to perform the maximum treatment available to the septic effluent before its discharge to the absorption field. The variance from section 18- 39(a)(5)(ii)(a) requires the planting of a permanent buffer to minimize the impact of post - construction runoff to the wetland. As set forth in the accompanying determination, your application satisfies the requirements for variances from the Watershed Regulations. We note that this determination applies only to the variance and is not an approval of the SSTS itself. The Department will issue an approval for the SSTS once it has received the determination countersigned by the applicant or an authorized representative to indicate acceptance of the applicable conditions. If you have any questions regarding this determination, please contact Sissy de La Cissa at (914) 773 -4416. Since David B. Tweedy Acting Commissioner New York City Department of Environmental Protection ■ xc: Patterson Building Department Robert Morris - Putnam County DOH James Covey, P.E. — NYSDOH Melissa Siegel NYCDEP Legal Affairs Sandy Jackson - NYCDEP Legal Affairs Hilary Meltzer - NYC Law Department NYCDEP: Ed Polese, P.E., Joe Maggio, P.E., Margaret O'Connor, P.E., Sissy De La Ossa, File pii ✓, Ctt j -; v 6�4-cc,, s`t b� —N © V- N have (+ e-X ecvf r cp G c� 4�. iv ✓-► �� �v r err New York City Department of Environmental Protection VARIANCE DETERMINATION Pursuant to the authority granted under: Article 11 of the New York State Public Health Law; Rules and Regulations for the Protection From Contamination, Degradation and Pollution of The New York City Water Supply and Its Sources (Watershed Regulations), 15 RCNY Chapter 18, 10 NYCRR Part 128, New York City Department of Environmental Protection (NYCDEP or Department) makes the following determination with respect to the application for approval of the variance described below: Name of Project: Van Cleef Estates, Lot #37 Location: 454 Cornwall Hill R, (T) Patterson, NY Tax Map # 13.07 —1 - 71 Owner: Joseph Reilly, Reilly Construction Address: 2140 Route 22 Brewster, New York 10509 Drainage Basin: East Branch Reservoir General Description: The applicant proposes to construct and use an on -site sewage treatment system (SSTS) to treat human and household wastes from a three- bedroom house. The SSTS will consist of a 1000 - gallon septic tank and 500 linear feet of absorption trench and is designed to treat 600 gallons per day of sewage effluent. Additional area exists for 100% replacement. Section 18 -38 of the Watershed Regulations sets forth the requirements for siting, constructing and operating SSTSs in the Watershed. Among other things, Section 18- 38(a)(5) incorporates, by reference, the requirements of Appendix 75 -A and any more stringent standards enacted by a local government or agency. Appendix 75 -A states that the minimum separation distance from a septic absorption field to a wetland is 100 feet. In the area proposed, the separation distance from the septic to a Department of Environmental Conservation (DEC) Wetland is 60 feet. An Aerobic Treatment Unit and an Ultraviolet Disinfection Unit have been added to the proposed SSTS to provide the maximum treatment available to the septic effluent before it is discharged to the absorption field. A quarterly maintenance agreement for these units has been required to ensure good performance of these units over the life of the system. The proposed SSTS also includes one foot of fill to increase the separation from the bottom of the trenches to groundwater. In addition, in order to mitigate the impacts of the new impervious surface, which requires a variance from Section 18- 39(a)(5)(11)(a) (and could not be built without the variance for the SSTS), the applicant has proposed to install a permanent planted buffer and a driveway filler strip to minimize any post - construction increase in pollutant loading. The applicant also proposes to incorporate erosion and sedimentation control measures during construction. Dates of Site Inspections and Soil Tests: Deep Hole Tests - October 29, 1996 Percolation Tests - November 21, 1996 VARIANCE DETERMINATION Variance from 15 RCNY Sections 18- 38(a)(5) and 18- 39(a)(5)(ii)(a), regarding a minimum distance to a wetland of 100 feet. ( XX ) Approved ( ) Denied Reasons supporting this Determination: The applicant meets all the criteria set forth in the Watershed Regulations for the granting of variances. In particular, as evidenced on the plan entitled "Proposed SSTS prepared for Reilly Construction" prepared by Harry W. Nichols Jr., P.E., and dated November 6, 2004, with the latest revision dated December 23, 2004: The applicant has demonstrated that the variance "requested is the minimum necessary to allow development of the lot (see Section 18- 61(a)(1)(ii)). Given the nature of the site, the proposed SSTS is located in the most favorable area in terms of slope, size and setbacks to existing features, specifically the DEC wetland boundary. Similarly, the proposed individual residence has been located as far as possible from the wetland boundary. 2. The applicant has demonstrated adequate mitigation measures as required by Section 18- 61(a)(1)(iii). Specifically, to mitigate the potential impacts associated with the SSTS itself, the applicant has proposed to incorporate an Aerobic Treatment Unit and an Ultraviolet Disinfection Unit as secondary treatment to treat the septic tank effluent before it is discharged to the septic field. The applicant has also proposed to provide erosion control measures during construction and to install a permanent planted buffer and driveway filler strip to minimize post - development pollutant loading and to mitigate the impacts of the new impervious surface allowed by this variance. The applicant has demonstrated that compliance with the provisions of the Watershed Regulations from which the variance is sought would create a substantial hardship due to site conditions or limitations (see Section 18 -61 (a)(1)(iv)). In particular, the owner bought the site before the new DEC wetland boundaries were delineated and because of the nature of the site, the applicant cannot develop the lot at all without the requested variance. For the reasons stated herein, the Department approves the variance sought in connection with the proposed septic system construction, subject to the following conditions: 1. Prior to the commencement of any construction requiring a_building permit, the applicant must provide at least 48 hours actual notice to the NYCDEP engineer, or his representative making this determination. 2. This approval shall expire and thereafter be null and void unless construction is completed within two (2) years of the date of issuance or within any extended period of time approved in writing by NYCDEP. 3. NYCDEP must inspect the system after installation. 4. Quarterly reports detailing the system's performance must be submitted to the NYCDEP engineer assigned to this project during the first two years of use. Additional monitoring and submittals may be required if the reports submitted indicate that the system is not being operated and maintained properly. Please confirm your acceptance of the terms for this Variance Determination by countersigning below and returning the countersigned Determination to the Department (Attention: Margaret O'Connor, P.E. at NYCDEP, 465 Columbus Avenue, Valhalla, NY 105 95) within fifteen (15) days of the date hereof. Once the Department receives this countersigned Determination, the Department will issue the SSTS Approval Determination. Determination made by: Date: January 24, 2005 David B. Tweedy Acting Commissioner New York City Department of Environmental Protection AGREED AND ACCEPTED THIS .)day of , 2005 By: JAN -05 -2005 11:14 NYS DEC REGION 3 - 20400/90y25c R3 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER _ 3- 3724 - 00196100001 41111INd FACILITY/PROGRAM NUMBER($) PERMIT Under the Environmental Conservation Law (ECL) TYPE OF PERMIT (Chock All Applicable Boxes) 0 New O Renewal 0 MWication D Permit to Conamuet 0 Permit to Operate Article 15, Title 5: Protection of Waters Article 15, Title 15: Water Supply 845 255 3042 P.02i06 EFFECTIVE DATE January _ V , 2005 EXPIRATION DATE December 31, 2007 Article 17, Titles 7,8: F7Article 15, Title 15: El Water Transport CONTACT PERSON FOR PERMITTED WORK Article 15, Title 15: ElArticle Long Island Wells /NAME AND ADDRESS OF PROJECT /FACIUTT Article 15, Title 27: FX-1Article Wild, Scenic & Recreational Rivers F—I •Other 6NYCRR 608: x Water Quality Certification 845 255 3042 P.02i06 EFFECTIVE DATE January _ V , 2005 EXPIRATION DATE December 31, 2007 Article 17, Titles 7,8: Reilly Construction, Inc. SPDES El Article 19: PoAuVon CONTACT PERSON FOR PERMITTED WORK Air Control ElArticle 23, Title 27: /NAME AND ADDRESS OF PROJECT /FACIUTT Mined Land Reclamation FX-1Article 24: F—I •Other Freshwater Wetlands PIYTM COOROrNATE3 Article 25: Patterson Tidal Wetlands E: 616.5 N: 4596.2 Article 27, Title 7: 6NYCRR 360: Construction of a single family house, paved driveway, well, and septic system with aerobic treatment, ultraviolet Solid Waste Management 845 255 3042 P.02i06 EFFECTIVE DATE January _ V , 2005 EXPIRATION DATE December 31, 2007 PERMIT ISSUED TO Article 27, Title 9; 6NYCRR 373: Hazardous Waste Reilly Construction, Inc. Management El Article 34: CONTACT PERSON FOR PERMITTED WORK Coastal Erosion Management El- Article 36: /NAME AND ADDRESS OF PROJECT /FACIUTT i loodplain Management LOCATION OF PROJECT/FACILITY Articles 1, 3,17 19 27, 37; 6NYCRR 380: Radiation 6onirol F—I •Other • PERMIT ISSUED TO TELEPHONE NUMBER Reilly Construction, Inc. 845 2784059 ADDRESS OF PF.RMITTEE 2140 Route 22 Brewster, NY 10509 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER' dose h Reilly, President - Reilly Construction, Inc. 914 403 -4593 /NAME AND ADDRESS OF PROJECT /FACIUTT Reilly property - east side of Cornwall Hill Road, 1,000 feet south of NYS Route 311. LOCATION OF PROJECT/FACILITY COUNTY TOWN WATERCOURSEANETLMID N0, (Class 7"T PIYTM COOROrNATE3 Putnam Patterson Freshwater Wetland DP -22 E: 616.5 N: 4596.2 DESCRIPTION OF ALrMORLZW ACITRTY Construction of a single family house, paved driveway, well, and septic system with aerobic treatment, ultraviolet disinfection and pump chamber within the adjacent area of Freshwater Wetland DP -22 in accordance with the plans and narrative referenced in Special Condition No. 1 and as conditioned in this permit. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified and any Special Conditions included as part of this permit. 'UTY PERMIT AOMINISTRATOR ADDRESS Allexander R Ciesluk, Jr. 21 South Putt Corners Rd., New Paltz NY 12561 RSB At/T►t E SIGNATuRF Date �OS Page 1 of 5 ReillyConstruction196 pmt(SB6)eh JAN -05 -2005 11:14 n �YS� DEC HREGION MINI) Uh tNVIKUNMtN I AL CONSERVATION 845 255 3042 P.03/06 NOTIFICATION OF OTHER PERM17TEE OBLIGATIONS item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the INxtent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights -of -way that may be required to carry out the activities that are authorized by this permit Item D: No Right to Trespass or Interfere with Riparian Rights, This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71 -0301 and SAPA 401(3). _ The permittee shalt provide a person to accompany the Department's representative during an inspection to the permit _Jea when requested by the Department A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations - Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department. requires_ Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 3 21 South Putt Corners Road, New Paltz, NY, 12561, (845) 256 -3054 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit, c) exceeding the scope of the project as described in the permit application: d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. oec PE_ Mrr 3- 3724 - 00196100001 PAGE 2 OF 5 NUMBER --- JAN -05 -2005 11:15 NYS DEC REGION 3 ADDITIONAL GENERAL, CONDITIONS FOR ARTICLES 15 (TITLE 5), 24,25,34,86 AND 6NYCRR PART 608 1. If future operations by the State of New York require an aZeration in the position of the structure orwork herein authorized, or 0, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to thefree navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alterthe structural work, obstructions, or hazards caused thereby without expense to the State, and it, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage, 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S. Army Corps of Engineers, U.S. Coast Guard, New York State Office of General Services or local government which may be required. 845 255 3042 P.04i06 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized, 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 8. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1577 (PL 95 -217) provided that all of the conditions listed herein are met. 8. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Su ap roved plans were prepared by -0-, f -- erg --- — SPECIAL CONDITIONS ♦ The enclosed permit sign must be conspicuously posted in a publicly accessible location at the project site. It must be visible and protected from the elements at all times. ♦ The permittee shall require that any contractor, project engineer, or other person responsible for the overall supervision of this project reads, understands and complies with this permit, including all special conditions to prevent environmental degradation. ♦ For Article 15, Protection of Waters and Article 24, Freshwater Wetlands permits, the permittee or an authorized representative shall notify the Department by mailing the attached form at least 48 hours prior to the commencement of any portion of the project authorized herein. oEC PERMFT NUMBER NUMBER Continued on next page... I { PAGE 3 OF (eh) JAN -05 -2005 11:15 NYS DEC REGION 3 845 255 3042 P.05/06 NEW YORK STATE DEPARTMENT OF EN)IRONMENTAL CONSERVATION SPECIAL CONDITIONS For Article 24 & 6NYCRR 608:-- (Freshwater Wetlands & Water Quality Certification) 1. Work shall be conducted in accordance with the following plans and narrative prepared by Harry W. Nichols, Jr., P.E., dated November 6, 2002 with revisions through December 23, 2004, unless otherwise noted: A. Proposed SSTS plan (1 sheet). B. Proposed Use of Property, Sheet 3, last revised December 21, 2004 (2 sheet). C. Survey of Property Prepared For Lot No. 37, prepared by Terry Bergendorff Collins, L.S., dated April 11, 2003, with revisions through August 7, 2003 (1 sheet). D. Undated sketch plan entitled "Driveway Section" (1 sheet). E. Narrative contained in correspondence from Reilly Construction, Inc., dated September 2, 2003 (2 pages). 2. The Deed for this property shall be revised to contain the following notice: "For as long as any portion of the property described in this deed is subject to regulation under Article 24 (the Freshwater Wetlands Act) of the Environmental Conservation Law of the State of New York (ECL), there shall be no construction, grading, filling, excavating, clearing or other regulated activity as defined by Article 24 of the Environmental Conservation Law on this property in the wetland or its 100 foot adjacent area without having first secured the necessary permission and permit required pursuant to the above noted Article 24 from the NYS Department of Environmental Conservation. This restriction shall bind the Grantee's, their successors and assigns and shall be'expressly set forth in all subsequent deeds to this property ". The permittee must submit a copy of the revised deed to the Regional Permit Administrator in the New Paltz Office within 60 days after the issuance date of this permit to document compliance with this condition. 3. No disturbance to Freshwater Wetland DP -22 is authorized under this permit. 4. The permittee shall obtain and comply with all other required approvals, including final approval of the septic disposal system and water supply system bythe Putnam County Health Department and New York City Department of Environmental Protection. 5. Prior to the start of work, the permittee shall install securely anchored silt fencing as shown on approved plans referenced in Special Condition No_ 1. These erosion control devices shall be maintained until all disturbed land is fully vegetated to prevent any silt or sediment from entering the freshwater wetland or its adjacent area. Silt fencing and any accumulated silt or sediment shall be completely removed for disposal at an appropriate upland site. DEC PERMIT NUMBER 196/00001 FACILITY 1D NUMHEA PROGRAM NUMBER Page 4 of 5 JAN -05 -2005 11:15 NYS-DEC REGION 3 NEW YORK STATE DEPARTMENT OF CONSERVATION SPECIAL CONDITIONS 845 255 3042 For Article 24 & 6NYCRR 608: (Freshwater Wetlands & Water Quality Certification) P. 06/06 M 6. The permittee shall employ measures sufficient to prevent contamination of the freshwater wetland by sediment, fuels, concrete leachate or any other pollutants associated with construction or construction procedures. 7. All fill material utilized for this project shall consist of uncontaminated earthen materials only. Acceptable fill materials include gravel, rock, overburden, topsoil and similar natural mineral resources. 8. All excavated and fill materials shall be contained by hay bale or silt fence enclosures to prevent erosion or sedimentation into Freshwater Wetland DP -22. 9. All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass. seed and mulched with hay or straw within one week of final grading. Mulch shall be maintained until a suitable vegetative cover is established. 10. If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. STATE ENVIRONMENTAL QUALITY REVIEW Under the State Environmental Quality Review Act (SEAR), this project has been determined to be a Type II Action and therefore is not subject to further procedures under this law. Distribution: H. Nichols, P.E. T. Bergendorff Collins, LLC ,S. DeLaOssa /M. O'Connor - NYCDEP (Valhalla) T. Hahn - LADA, PC. ACOE, NY District Putnam County Health Dept. DEC PERMIT NUMBER 96/00001 FACILITY ID NUMI3SR PROGRAM NUMBER Page 5of5 JAN -05 -2005 11:13 NYS DEC REGION 3 845 255 3042 P.01i06 New York State Department of Environmental Conservation 21 South Putt Corners Road, New Palm New York 12561 -1620 'hone: (845) 256 -3000 - FAX: (845) 255 -3042 ite: www.deastate.n .us Erin M. Crotty Commissioner FAX CQVER SHEET l �f 3 re d✓ h 6 3 TO: _ 41,, (G u,r o FAX '4 7? FROM: __.. Q C G 77^ /.S 'q 61 a. DATE: _ _ .. /.�/ Q `f NUMBER OF PAGES (including cover) MESSAGE: tti , 61 -- - - -i- ,d l u. ,d T/ G / r FAX MACHINES: (845) 255 -4659 - Fish & Wildlife, Hudson River, Lands & Forests & Operations (845) 255 -3042 - Regional Director, Environmental Permits, Legal, Public Affairs (845) 255 -0714 - Administration & Real Property (845) 255 -0716 - Air (845) 255 -9249 - Law Enforcement (845) 255 -2987 - Spills Management & Water (845) 255 -3414 - Solid Materials, Hazardous Materials, Pesticide Regulation (845) 255 -4238 - Hazardous Waste Remediation (845) 256 -9219 - Sportsman Education & Wildlife .Fadorm(aEthellehn (845) 255 -3649 - F. Dunwell