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DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 23. -2 -11 BOX 7 X 1111MOVA yQ G1T`IDEP4,?r l S 7-1- r r ORO N � THE CITY OF NEW YORK DEPARTMENT OF ENYIRONMENTAL PROTECTION JOEL A. MIELE, SR., P.E. Commissioner \RDNMENTAL PR�TEC, PHONE (414) 742 -2001 `e FAX (914) 742 -2027 February 27, 1997 John P. Delano, P.E. Badey and Watson Surveying and Engineering, P.C. Route 9 Cold Spring, New York 10516 ,;�20 WILLIAM N. STASIUK, P.E.,Ph.D. Deputy Commissioner Bureau of Water Supply, Quality and Protection Re: Calcagni Proposed Septic Patterson, Putnam County Project Log 3012 East Branch Reservoir Dear Mr, Delano: The New York City Department of Environmental Protection received your letter dated February 24, 1997 concerning the Calcagni Property. A copy of pages 30 -33 of the "Individual Residential Wastewater Treatment Systems Design Handbook" published by the New York State Department of Health is attached to this letter. Please note that this represents the requirements for absorption field systems as is proposed on the Calcagni site. In the first paragraph on page 32 it says, "Trench depth should be as shallow as possible; but not less than 18 inches nor more than 30. inches." The 52 inch design depth does not meet the requirements of this section of the code. Additionally, if the section "A -A" represents the bottom elevation at the drop box then some ends will be less than 18 inches deep. For example trench 2 has the bottom of the drop box at elevation 750, then the bottom of the trench would be at elevation 749.5. Allowing for a maximum allowable drop of 1/16 of an inch per foot over 37 lineal feet, the elevation of the bottom of the trench at the end of the line is 749.3. The ground elevation shown on the plan view is 750. This would leave the depth of the trench at 8.4 inches. 465 Columbus Avenue, Valhalla, New York 10595 -1336 The application may be revised and resubmitted at your convenience. Any questions about this application may addressed to me at the address below or by phone at 914 -742- 2033. Sincerely, G Margaret Lloyd Associate Project Manager xc: Putnam County Department of Health Division of Environmental Health Town of Patterson Planning Board 465 Columbus Avenue, Valhalla, New York 10595 -1336 In LVId ua . h. Res1dentla Wastewater reafmont - = - (Z INTERiALS, ROPER 1Y LINE 15'M)N- MEAN HIGH WATERMARK V -LL IE p 00. n AF Sl ------- A WELL Imm 1 00- MIN. IC, MIN. 20-MIN.,/ DISTRIBUTION BOX HOUSE GARAGE frj SEPTIC TANK LIT. IV, DRIVE' IF WAY�; SM- EXPANSION ABSORRI ION' FIELD - e i—at rl - -Y;2, All! 1996 00, law ma 'k . e York. Stafie Department o f Hea It P' The aggregate shall be covered with a material that prevents soil from entering the aggregate after backfilling, yet must permit air and moisture to pass through. The preferred material for covering the aggregate is a permeable geotextile. A geotextile is extremely strong and does not promptly degrade like untreated building paper, hay or straw. Untreated building paper or a four inch layer of hay or straw is also acceptable for covering aggregate when permeable geotextiles are unavailable. Polyethylene and treated building paper are relatively impervious and shall not be used. Absorption Field Systems General Information An absorption field is a system of narrow trenches partially filled with a bed of washed gravel or crushed stone 3/4 to 1 1/2 inches in diameter (i.e., aggregate) through which a perforated distribution pipe is laid. Two types of absorption field layouts are in common use: a distribution box connected to parallel absorption laterals for slopes not exceeding ten percent and drop manhole or serial absorption systems for slopes up to 15 percent. If a distribution box connected to parallel absorption laterals is used for slopes between ten and 15 percent without use of speed levelers, the first length of non - perforated distribution line leaving the box shall have the same slope for all laterals. Speed leveler devices are recommended for all distribution boxes. Sites with at least one foot of unsaturated permeable soils and slopes not exceeding 20% may be modified by grading (i.e., cut and /or fill) to meet the maximum 15% slope requirement. The proposed absorption area and future expansion area soils shall be stabilized prior to conducting percolation and deep hole tests to determine compliance with all boundary conditions. Ground water monitoring should be performed periodically from March 15 to June 30 following soil stabilization to determine high ground water in fill at modified sites. Before site modification begins, it is recommended that officials of the local municipality having jurisdiction be contacted to determine if plans /permits are needed (e.g., an erosion and sediment control plan or an environmental assessment form). Stabilized soil means the site shall be allowed to settle naturally for a period of at least six months and include at least one freeze -thaw cycle. If the-site to be modified and any fill comprise only permeable granular material (i.e., sand or sandy loam similar to fill material for mound systems with a percolation rate 5 30 minutes per inch), stabilization may be achieved by mechanical compaction in approximately six inch.lifts to the approximate density of the undisturbed underlying granular soil. Excessive compaction of many soils produces impermeable soils rather than the desired usable soils. Appropriate ditches, berms, and drains (i.e., curtain, vertical, underdrains) shall be installed to control surface drainage and ground water in the vicinity .of absorption fields on sloped sites. Sites with existing slopes exceeding 20 percent should not normally be considered for residential development using individual sewage treatment systems. Development following mining represents one exception (i.e., conversion of hillsides, eskers, etc., to relatively level sites). Site modification activities to reduce slope to 15 percent or less should only be conducted during relatively dry periods to minimize soil compaction and smearing. The 15 percent slope limitation for construction of subsurface sewage treatment systems applies.only to the portion of the lot to be used for the proposed absorption facility plus the proposed future expansion, not the entire lot. Site modifications to control ground water, alter slope to 5 15 %, alter drainage or increase separation distances to boundary conditions should be conducted under the supervision of a design professional. Many health department staff have experienced satisfactory absorption facility performance from very carefully constructed absorption trenches in in'situ soil with slopes of > 15 to 20 percent when special conditions are met. Said construction may be considered ` Page 30 in- lieu -of site modification (i.e., S 20 percent slope to 5 15 percent slope) to minimize site disturbance, compaction and erosion provided all of the following conditions are met: (a) The in situ soil exhibits a percolation rate of one to sixty minutes per inch. (b) Design flow is in accord with Table 1. (c) Septic tank sizing is in accord with Table 3. (d) Absorption trench design is in accord with Table 5. (e) Absorption trenches are constructed parallel to contours. (f) Absorption trench bottoms are constructed essentially level. (g) Absorption trenches are constructed 18 to 30 inches below grade. (h) A minimum horizontal separation distance between parallel absorption trenches of 10', 9', 8' or 7' is provided when the minimum vertical separation distance from the bottom of any absorption trench to high ground water, bedrock, or impermeable soil is 2', 3', 4' or 5', respectively. (i) Required separation distances from wastewater system components noted in Table 2 are provided. Site Requirements The minimum distances that absorption fields shall be separated from other facilities are shown in Table 2 and Figure 1. A minimum of four feet of usable soil shall exist above bedrock, impermeable strata, and ground water with a minimum separation of two feet to the lowest part of any trench. Absorption fields shall not be built under driveways, parts of buildings or under above - ground swimming pools or other areas subject to heavy loading. Surface waters shall be diverted from the vicinity of the system. All proposed sites should be evaluated in terms of slope, wetlands, watercourses, rock outcroppings, impermeable strata, percolation and deep hole tests, location of wells in the vicinity, and property boundaries. Desian Criteria The required length of absorption trench is dependent upon the daily flow rate and soil percolation test results which have been confirmed by .site evaluation. Once the daily flow rate and soil percolation test results are known, total absorption field length is determined using Tables 5 and 6. The maximum length of absorption lines used in conjunction with gravity distribution shall be 60 feet. The maximum length of absorption lines used in conjunction with pressure distribution or dosing shall be 100 feet. All absorption lines in a system shall be approximately the same length except for serial distribution and drop manhole distribution. Absorption trenches should not be installed in wet soil to prevent undesirable smearing /compaction of the infiltrative soil surface. Trenches shall be installed parallel to ground contours and as shall w as possible. Trenches need not be perfectly straight but abrupt changes in direction are to be avoided. The sides and bottom of trenches shall be raked prior to placement of aggregate. The ends of all distributor pipes should be capped. Distributor pipe caps are required for systems using pressure distribution or dosing. Page 31 Sewage treatment efficiency is related to the area of the trench bottom and sidewall (known as the wetted perimeter) available for infiltration. A typical gravity absorption trench detail is depicted in Figure 17. At least six inches of aggregate is placed under the distribution line and a minimum of two inches over the distribution line. The slope of the perforated distribution lines shall be 1/16 to 1/32 inch per foot. The aggregate shall be covered with permeable geotextile, untreated building paper, a four inch layer of hay, or a four inch layer of straw to prevent soil from entering the aggregate after backfilling and to provide for passage of moisture and gases. Earth cover above the aggregate shall be between six -and 12 inches to enhance natural aeration and nitrate utilization by plant life. .Trench depth should be as shallow as possible, but not less than 18 inches nor more than 30 inches.' The inverts of distribution lines shall not be deeper than 24 inches below grade. The maximum trench width for design purposes shall be 24 inches and the required length of absorption trench for various flow rates and soil percolation rates for a 24 inches wide trench are depicted in Table 5. Where trenches exceed 24 inches in width, calculations of absorptive area shall be based on a width of 24 inches. Application rates for non - standard design flows, (i.e., trenches less than 24 inches wide) are depicted in Table 6. Dosing or pressure distribution is recommended for all systems as it promotes better treatment of wastewater and system longevity. Adjacent absorption trenches shall be separated by at least four feet of undisturbed soil as depicted'in Figure 19. Individual trenches shall be constructed parallel to ground contours with the trench bottom essentially level. Trenches need not be perfectly straight, but abrupt changes in direction should be avoided. Maintaining a uniform slope for the entire length of each perforated distributor Tine is very difficult when the lines are not installed straight. Construction Construction of .absorption facilities shall not occur when the ground is frozen or the soil moisture content is high. If a fragment of soil from approximately nine inches below the surface can easily be rolled into a ribbon instead of crumbling, the soil moisture content is too high for construction purposes. Obviously, some silt or clay must be present .for a ribbon to be formed. Trench locations and depths should be marked by stakes before trenches are excavated. The natural surface shall not be significantly disturbed. If the site is regraded or similarly disturbed, the soil shall be allowed to stabilize (i.e., settle naturally for a period of at least six months, including at least one freeze -thaw cycle) and new percolation and deep hole tests conducted. Heavy equipment use in the designated absorption system area should be minimized to prevent soil permeability reduction due to compaction plus possible tre :- -; h cave -in and distributor pipe misalignment /breakage. After a final grade check, trench excavation may begin. Trench depth shall be as shallow as possible, but not less than 1.8 inches. Trenches_ shall be excavated to design depth with bottoms practically level. Following excavation, the trench bottoms should be graded by hand. The bottoms of the trenches should be checked by a transit, engineer's level, or carpenter's level to assure that each is practically level. Trench bottoms and sidewalls should be immediately raked after final grading and at least six inches of aggregate placed in the trenches. Gravity distributor pipe shall be carefully installed at a slope of 1/16 to 1/32 inch per foot. Pressure or dosed distributor pipe shall be installed level. Grades shall be determined by an engineer's level, transit or carpenter's level. An easy method of measuring the 1/16 inch per foot slope for distributor pipe is to tape a 1/4 inch block to one end of a straight four foot board. By placing the blocked end with the block facing down on the downstream top of the distributor pipe, a carpenter's level can be used to determine the 1/16 inch per foot slope. A 1/8 inch block similarly used would result in a 1/32 inch per foot slope. Another method used to establish the Page 32 grade of distributor pipe is by batter boards as shown in Figure 20. Aggregate shall be installed in the trenches to a depth of at least two inches above the top of the distributor pipes as depicted in Figure 17. Additional aggregate may be required to bring the top of the aggregate to within six to 12 inches of final grade as shown in Figure 17. After the upper aggregate is placed in the trenches, the geotextile, untreated building paper, hay or straw is to be immediately installed on the aggregate and the trench backfilled with excavated soil. If trenches cannot be immediately backfilled, the trenches should be temporarily covered with an impervious material, such as treated building paper to prevent sidewall collapse and siltation into the aggregate. The earth backfill is to be mounded slightly above the original ground level (Ee., not compacted) to allow for settling. Following settlement, the entire area should be graded without the use of heavy equipment and seeded with grass. Heavy equipment shall not enter the absorption facility area or the proposed expansion area after the subsurface sewage treatment system has been constructed. Gravelless Absorption Systems General Information Gravelless absorption systems are generally proprietary products, which allow septic 'tank /aerobic unit effluent to infiltrate soil in the absence of installed aggregate. These systems were developed where aggregate was not economically available or to increase the soil - infiltrative area in constructed trenches. Wastewater infiltrates soil between aggregate particles in an aggregate filled trench. An aggregate -soil masking phenomenon occurs since wastewater cannot flow through aggregate particles into the soil. Gravelless' absorption products include leaching chambers, galleys, flow diffusers, and. large diameter (i.e., at least eight inches) corrugated and perforated pipe surrounded by a permeable geotextile. Leaching chambers, flow diffusers and galleys provide increased soil infiltration area for trench bottoms. Large diameter corrugated and perforated pipe surrounded by a permeable geotextile provides some increased soil infiltration area for trench sidewalls. The outer corrugations may create soil masking due to soil pressure upon the corrugations. Excavated trenches containing these products are backfilled with soil excavated to form the trenches (i.e., aggregate is not placed around the products). Representative gravelless systems are shown in Figures 21, 22 and 23. These systems are classified as conventional sewage treatment systems with specific site, design, and .construction constraints. Geotextile surrounded corrugated and perforated• pipe must be at least eight i.nches in diameter and the leaching chambers, flow diffusers and galleys must tie at least two feet wide to be equivalent to one linear foot of conventional (24,inches wide) aggregate filled absorption trench. Site Requirements These systems are restricted to sites that have a design percolation rate of one to 45 minutes per inch and a slope not exceeding 15 percent. In addition, the vertical and horizontal separation distances noted in Figures 1 and 17 and Table 2 shall be met. Design. Criteria One linear foot of properly sized gravelless systems shall be equal to one linear foot of conventional (24 inches wide) aggregate filled absorption trench. The local health department Page 33 PHONE (914) 742 -2001 FAX (914) 742 -2027 THE CITY OF NEW YORK DEPARTMENT OF ENVIRONMENTAL PROTECTION JOEL A. MIELE, SR., P.E. Commissioner John P. Delano. P.E. Badey &Watson Surveying & Engineering Route 9 Cold Spring, N.Y. 10516 Dear Mr. Delano: April 18, 1997 WILLIAM N. STASIUK, P.E.,Ph.D. Deputy Commissioner 36 Bureau of Water Supply, Quality and Protection RE: ErnestCalcagni SSDS Patterson, Putnam County East Brach Reservoir Enclosed please find the New York City Department of Environmental Protection's (DEP) SUBSURFACE SEWAGE TREATMENT SYSTEM DETERMINATION for the above referenced property located on McManus Road, in the Town of Patterson, New York. Please contact Margaret Lloyd at 742 -2033 at least 2 days prior to the start of construction of the subsurface sewage treatment system so that we may inspect and monitor the installation. A copy of this determination must be available at the project site during construction. One set of plans bearing our conditioned stamp of acceptance is enclosed. Encl: plans Very truly yours, Edwin Polese, P.E. Chief 465 Columbus Avenue, Valhalla, New York 10595 -1336 xc: Director of Environmental Health Putnam County Department of Health 4 Geneva Road Brewster, New York 10509 Patterson Planning Board Richard Williams, Chairman Town Hall Routes 311 and 164 Patterson, New York 12563 C:\DATA\MISC\CLOSED\CLCGNIDT.WPD I 1 1. SUBSURFACE SEWAGE TREATMENT SYSTEM DETERMINATION Pursuant to the authority granted under: Section 1100 of the Public Health Law; Section 18 -03 of 15 RCNY; and Section 128.1 of 10 NYCRR; and in accordance with the standards of: 10 NYCRR Appendix 75 -A Wastewater Treatment Standards - Individual Household Systems; NYSDEC Design Standards for Wastewater Treatment Works; and NYCDEP Procedures and Practices for the Approval of Septic Systems and Wastewater Treatment Plants. 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: a.k.a.: Location: Owner: Address: Drainage Basin: Ernest Calcagni Lot Number 11 Burdick Glen Subdivision McManus Road; Town of Patterson, New York Ernest Calcagni 20 Kensington Avenue Thornwood, New York 10594 East Branch Reservoir Type of Sewage Treatment System and General Description: A separate sewage treatment system with a 1000 gallon septic tank and 300 lineal feet of absorption trenches. The system must be constructed in accordance with the plan titles Separate Sewage Disposal System for ERNEST CALCAGNI, revised 15 April 1997 prepared by Badey & Watson Surveying and Engineering. Dates of Site Inspections and Soils Test Percolation Tests - 18 May 1995 Deep Hole Tests - 18 May 1995 ( XX ) Approved ( ) Conditionally Disapproved Conditions of Approval: DETERMINATION ( ) Disapproved ( ) Accepted design 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. The project construction must be commenced within two (2) years of the date of the determination. 5. The applicant will.provide''as built" plans to NYCDEP, certified by the engineer, where required or requested. 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, or the owners of the project do not have the legal right to develop or use the property where and as shown on the material submitted to this office, this approval is withdrawn. 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 effect 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 C:\DATA\MISC \CLOSED \CLCGNIDT.WPD 2 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 significant change in the system must be approved in advance of construction by the Department of Health and this Department. 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 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 applicable regulations. 14. This approval shall not be construed to invalidate any rule or regulation enforceable by local_ authority having jurisdiction. 15. All duly enacted rules and regulations for the protection of the water supply shall be complied with Administrative Rules and Regulations for the Protection from contamination to the Public Water Supply of the City of New York adopted under the authority of Section 70, 71 and 73 of the New York State Public Health Law. 16. This system shall be abandoned and a connection made to a public sewer if and when a public sewer is built that is available to this project. 17. Whenever it is determined by this agency that additional replacement or improved sewage treatment facilities are necessary such facilities shall be professionally designed at the expense of the owner or owners of this project. Plans are to be submitted to this agency and the Health department for review and approval, and facilities shall be constructed and maintained at the expense of the owner or owners of this project. C:\DATA\MISC\CLOSED\CLCGNIDT.WPD 18. All material removed from the area of the failing subsurface treatment system shall be hauled and disposed of in accordance with all local, state, and federal laws or regulations, including those of this Department, pertinent thereto. Determination made by: Date: April 18, 1997 Edwin A. Polese, P. E. Chief Engineering Design and Review New York City Department of Environmental Protection Recommended for Approval: Margaret Lloyd _ Associate Project Manager II Engineering Design and Review C:\DATA\MISC\CLOSED\CLCGNIDT.WPD 4 NO EXISTING S.D.A. WITHIN 200' DID.' OFrPROPOSED WELL 3 i -p V 0 0 a r / 154 �S4 / P VIDE DROP BOX AS CLEANOUT I N52 °35 09 E 4" Pv.c. 1,8" PER FT. MIN. PITCH 257.82 PROVIDE 7 LATERALS /�� _ EACH AS NOTED FORA 100 MIIV• TO -- TOTAL OF 300 L.F. OF / I S.D.A, PROPOSED - z \ ABSORPTION TRENCH. 0 y / , 1000 GAL. PRECAST _DRIVE ` A I CONC. SEPTIC TANK. / S Pin` C% 0 \ ` $� 0. . V r M/� TO ST , I ♦I \ FT. MIN. IPITCHR �S� PROPOSED DRILLED WELL o Q ` V S� 6'0-C. (Typ) q C -(n Q F DROP BO fk.4 _ n YP.) 53.0 o v, L V) /00% .��. aF�pgN /O Vv d S\\ N ggFq ♦C 3 @o pOS`c0 ao \S / 9S F . 3C4yG 13 pND ss wEt� � v p `�� � �► _ 12 ' S S O °o �'. 0 N �3 \� s C �' 734��0 00 / \ \��\ ROOF L ADER / TD FOOTING DRAIN w Q �� \\ `\ 3 ) PROVID RuETAL NO SEC IONS PROVIDE IB'� C.Nl.P. ;CONNECT 1 � 4 0 F- 1 I - ��-- \ TO EXISTING 18' C.M.P. �\ `� jl IN ERT Ei E�/. = 741.5 Q1 X � �\ ` c w �--- ��n ound O o Cry 9_1�1_1�1_.............. . . . . . . . . . . . . . . . . . . . . F ft NORTHEAST LABORATORY OF DANBURY 39 Mu,L PLAIN ROAD - DANBVRY, CT 06511 (203) 748 -7903 - FAX (203) 748 -0652 CT Cert: PH -0404 NY Cert: 11471 LABORATORY REPORT -- WATER SUPPLY TESTING REPORT TO: HAROLD HAVILAND KENWOOD ROAD PATTERSON, N.Y. 12563 SAMPLE SITE: SAMPLING POINT: SOURCE: TREATMENT: TEST PERFORMED BACTERIAL: Total Coliform (Bacteria) PHYSICALS: Color Odor Turbidity CHEMISTRY: Nitrite N Nitrate N Alkalinity Hardness Iron Manganese Sodium Lead DATE SAMPLE COLLECTED: 11 /16/99. TIME COLLECTED: 10:30 A.M. COLLECTED BY: H. HAVILAND DATE RECEIVED @ LAB: 11 /17/99 TESTED BY: LAB# 11471 REPORT DATE: 11 /23/99 DUKE, McMANUC ROAD, PATTERSON, N.Y. STORAGE TANK WELL-NEW NONE RESULT: MAXIMUM CONTAMINANT LEVEL 0 per 100 ml 0 per 100 ml 0 15 ND 3 Units 6.25 no designated limit 0.77 NTUs 5 NTUs <0.005 mg/L as N 1 mg/L as N 0.61 mg/L as N 10 mg/L as N 43.0 mg/L no,designated limits 74.0 mg/L no designated limits 0.061 mg/L 0.30 mg/L <0.01 mg/L 0.30 mg/L [Note: Combined Limit for Iron plus Manganese = 0.50 mg/L] 14.4 mg/L 20 mg/L ** 0.002 mg/L" 0.015 * ** ml = milliliter mg/L = milligrams per Liter ND = none detected NTU =Units * *Notification Level ** *Action Level RESULTS BASED ON SAMPLES SUBMITTED: 11/17/99 SAMPLE, AS TESTED ABOVE: OPOTABLE or CINOT POTABLE (PER NEW YORK STATE DEPT. OF HEALTH SERVICES STANDARDS FOR POTABLE WATER) i dR- 1 � Laboratory Director *NORTHEAST LABORATORY, 129 MILL STREET, BERLIN, CT 06037• (860)828 -9787 - FAX (860)829 -1050 TOLL FREE WITHIN CT: 800 - 826 -0105 •OUTSIDE CT: 800 - 654 -1230 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES WELL COMPLETION REPORT Well Location Street Address: 111, Town/Village: - y, Tax Grid # Map Block Lot(s) Well Owner: Name: Address: Use of Well: 1- primary 2- secondary Residential Public Supply Air cond/heat pump Irrigation Business. Farm Test/monitoring Other(specify) Industrial Institutional Standby. Drilling Equipment Rotary Cable percussion . 'Compressed air percussion Other (specify) Well Type Screened Open end casing X Open hole in bedrock Other Casing Details Total length ft. Length below gradeQQ ft. Diameter min. Weight per foot 7-lb /ft. Materials: X Steel Plastic Other Joints: _ Welded _& Threaded _ Other Seal: _ Cement grout Bentonite _ Other Drive shoe: X Yes No Liner: Yes X 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 3i 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 f 1A If yield was tested at different depths during drilling, list: Feet Gallons Per Minute Pump /Storage Tank Information is Pump Typej Capacity A6606 Depth Z!� Model Voltage,2 HP Tank Type4�g/ /, Volume 444' (�-al& Date Well Completed Putnam County Certification No. 067 Date of Re ort Well Driller (signature) NOTE: ExAct location of well with distances to at least two permanot landmarks to be provided on a separo, sneevplan. Well Driller's Name /'%ivy Address: /d/ L& 3111'aoferSoA , Signature: Date: (1 1 all White copy: HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WC -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM Owner:or- Purchaserof Building Tax Map Block Lot ti►11� Constructed by TownNillage Mc_ ,tAA `It45 IZOAD o SUrz-Di C Y_ GU�P4 Location -Street ' Subdivision Name sk DeR-RAfL_ i l Building Type Subdivision Lot # 1 represent that l 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 is has beer% 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 County 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 t of buildi utilizing the system. � � .. Dated: Month ) I Dav ) q Year An I 1 Li& 1L,U --- , k General Contractor (Owner) Signature Corporation Name (if corporation) Address 85( C,14R1wLA,r g-rF' Zootz&� State N Zip 1 21 l 15 Signature: Title: 2Z01� S 0:>3T)k 4 fe-R. I kA- i tom, Corporation Name (if corporation) Address: Voz, A42GWL -L AkX*_kkF_�: State Zip 1 Form GS -97 TOTAL P.01 O 0 N rn co O O n M x W 0 Z U_ 2 a a c� O W O i N O 1 O O Ki N N AS -BUILT RELOCATION -DIMENSIONS 1A 29.5' SEPTIC TANK - IN 1B 34.0'. SEPTIC TANK -'IN 2A 23.0' SEPTIC TANK --OUT 2B 41.0' SEPTIC TANK - OUT 3A j 16.3' PUMP TANK 36 49.4' PUMP TANK 4A 20.8' DISTRIBUTION BOX 46 67.6' DISTRIBUTION BOX 5A 20.7' BEGIN LATERAL 5B 61.8' BEGIN LATERAL 6A 69.0' END LATERAL 66 88.0' END LATERAL 7A 68.5' END LATERAL 7B 86.5' END LATERAL 8A 72.8' END LATERAL 8B 83.6' END LATERAL 9A 73.5' END LATERAL 9B 80.0' END LATERAL IDA 76.1' END LATERAL 10B 77.7' END LATERAL 11A 79.5' END LATERAL 11B 76.4' END LATERAL 12A 36.6' BEGIN LATERAL 12B 34.0' BEGIN LATERAL 13A 31.5' BEGIN LATERAL 13B 39.4' BEGIN LATERAL 14A 27.2' BEGIN LATERAL 14B 44.7' BEGIN LATERAL 15A 23.8' BEGIN LATERAL 15B 50.1' BEGIN LATERAL 16A 21.4' BEGIN LATERAL 16B 55.7' BEGIN LATERAL CW 96.0' WELL DW 131.5' WELL N523509`E O w Z S1 � S1 �, S S1 CF —PRE SEP -4'?fq TANK" . Leader DlsdAwgw 18" Dram 2" PLASTIC FORCEMAIN -- 1,000 GAL. PRECAST CONC. �PU /MP TANK /0"-- Y r� Levotr '82' 6rov ofiwwoy_� \ O Q � h N _ J inn nom• ✓v.7..~ 1NOFX 4 777LE No. TCP 8900 �2J a \�. Po49 N5203509" E (Fire Rbcored/9519J Pin SeJ//99B1_ 2;7,862., \ Pin fomw on range �Y Pin found SJons _2 4 in to rood O.l'S., O.2'E Pm sef _moo /l-_ _ tP� C% O (Pin Recovered /99�I / LOw — — _ - - -- t O Pli� ",covered /9'bJ b / dra/n Rough OH Lblw Pin J m 0 - -- set - -o' �ON / OWsb . %; Ile Jj0 _ ♦�+ y f tn o oo � U O /0� a W ARF_h .R q) F o a yo^ ^d WL- 11'N(3 ; /B "GAJ.P. 0.5'm id o 3\ Q 4 9V - _troh -�� Pin;tound Pin set (/99B) ; N Pin found Streo P1Fi.Rtrcoveied 1998 - , (Pin Recovered /99BJ 549 °OOOO��W 309.95 �`33 \ o Po/e (P(oe hbcovered 1998)' t � C/6)W r Area = /. 020 Acres suRVFY OF PROPERTY PREPARED FA4 Not CAaYR at7 ",998' by BADEY B WATSON, Surwyfng N Eng/neering, P. G GABR /EL L E 8 .JAMES EDGAR DUKE All R/ghts Reserved Unouthadzed dupllcotlon /s a vla/atlon of WP11cab1e S17UA7E IN 1HF laww . TOWN OF .PAT TERsoN 2 Unauthor/zed alteration or odd/tf. to o survey mop prepared by o /� licensed Ion surveyor Is a v/o/aMon of Sec Mon 7209 , Sub - D/Ws /on 2 PUTNAM COUNTY This map was prepared for the exclusive of the New York State Educat/an Low. use of and is cerfified only to : .1 All certlAcotlons ore val/d for this map and copies thereof only ff sold NEW YORK ienss Fnrea nmrF --- -- PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES FINAL SITE INSPECTION Date: ` Inspecte y: , > Street Location, Zq&,2!!2AA1j�,7 -5 ;,,A X2 Owner `� LI& zc Town- Permit # P_#8 8 TM # Subdivision Lot # 1. Sewage System Area a. STS area located as per approved plans ........................... b. Fill section - date of placement 3:1 barrier Lgth. Width Avg.Dpth c. Natural soil dot stripped ................... ............................... d. Stone, brush, etc., greater than 15' from STS :area.......... e. 100' from water course / wetlands ...... ............................... II. Sewage S stem a. Septic tank size 1,00 1, 250 ......... other ................ b. Septic tank installe level ................ ............................... c. 10' minimum from foundation .......... ............................... d. Distribution Box . A out ets at same elevation -water tested ................ U 2. Protected below frost .................. ............................... 3. Minimum 2 ft.Original soil between box & trenches e. Junction Box - properly set ........... ............................... f. Trenches engt required :3,:5,n Length installed 5a2o 2. Distance to watercourse measured 9 6 ' Ft.......... 3. Installed according to plan ............................ 4. Slope of trench l0 acceptable 1/16 - 1/32" /foot............ 5. ft. from property Ii-.- ne - 20 ft.- foundations.......... 6. Depth of trench <30 inches from surface .................. 7. Room allowed for expansion, 100 % ......................... 8. Size of gravel 3/4 - 1 %" diameter clean .................... 9. Depth of gravel in trench 12" minimum ................... 10. Pipe ends capped ........................ ............................... g. Pump or Dosed Systems Size of pump chamber .......... ............................... 2. Overflow tank ............ ............................... 3. Alarm, visual / audio ... ............................... lf� 4. Pump easily accessible, manhole to grade `..... 5. First box baffled ........................... .'............................. 6. Cycle witnessed by H.D.estimated flow /cycle........... III. House/Buildin a. House located per approved plans . ..............................� b. Number of bedrooms .................... ............................... IV. Well a. Well located as per approved plans . ............................... b. Distance from STS area measured _f ........... c. Casing 18" above grade .................. ............................... d. Surface drainage around well acceptable ....................... V. Overall Workmanship a. Boxes properly grouted ................... ............................... b. All pipes partially backfilled ........... ............................... c. All pipes flush with inside of box ... ............................... d. Backfill material contains stones <4" diameter .............. e. Curtain drain & standpipes installed according to plan.. f. Curtain drain outfall protected & dir.to exist watercourse g. Footing drains discharge away from STS area ............... h. Surface water protection adequate . ..............................j v j— i. Erosion control provided ................. ............................... Rev. 6/97 YES NO COMMENTS To E,� Tes -feat o a sham 5c o -- 44geays dui nn-n . _ aC p� X !� aC X �( �G oC A< tA 3 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES" CONSTRUCTION PE + 3- AGE TREATMENT SYSTEM PERMIT # l� Located at McMAt-Lu.S (ZOA Town or Village ?AT' t i -V-50 4 Subdivision name 0U1ZD4C —GLM Subd. Lot # _I Tax Map 2-75 Block 2- Lot k1 Date Subdivision Approved JW. ZA� , Igf3G Renewal evision X Owner /Applicant Name 6A6M ELL(--' C) Ll�- Date of Previous Approval Mailing Address An ib5i eA4z2©t L. 5 @gr- y-L.W 0y- Zip 14 2j Amount of Fee Enclosed 150, coo Building Type §ZE5i DENaIAL Lot Area 1 Ae- No. of Bedrooms Design Flow GPD GOO Fill Section Only Depth Volume PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage System to consist of 1 CX>Q gallon septic tank and SCX�i Lf- = Other Requirements: l.(op 64t ,, a'�U"P EZ RAM P. �IV�US . ALAZM. M— To be constructed by Address Water Supply: Public Supply From Address or: _k_ Private Supply Drilled by 4-YAV- Address RAM-�S0Q I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the aQarate 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: Address R.A. Date 101?4 q License # 0(02SD5 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 whe ZAprov ered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new pe ed discharge of domestic sanitary sewage only. By: Title: /���� Date: 3 White c y - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CP -97 531 All fox rrneF 1 d r,, (DBM AV) m ES 64 rook WOO 12563 E I Pond 164 alnes Corners teinbeck Corners Lak, harl. Mount Ebo Southeasl r HS It f OES Brews o Pond x eman ms 312 311 0-m Om Lak, harl. Mount Ebo Southeasl 11 -12 -1999 4:16PM FROM SUPER - TURBINE SALES 914 769 6756 P. 1 to . PVTNA►M COUNTY DEFAMMNT OF HEALTH 7. 70,74i i 'F` n X. DM8I0N OF ENVIROMMAL HULTH MIMN ICU PCHD Constnxtion Permit P ._ Owner/ApplicwltName u"A TMj1-j._A1oe1cf ;,,Lot Ftm> y_ f'Af 11 � SumvisknNerve {ZDtGL:;�t.�et3 SubdiviLCio�1 F„at K t i Is system fill cospieted? Dak is system caalpZMts ? ?_„_ ttPi bats is syst ms COt mucw as m plm ?,,,,, is wall darilie>I? *S _ _ -- is weU located as pw..feam Are erosion eaatrol asea=n is place? I certify tit tho aystcan(s), as listed, at the AbMv premises bas been; cvmmwted tract I have iaspe W ad vcri8ed thek oompls m In acoo *Mft with ft issl W PM Co>ostracdon pttmk and apprgved Plana ad ttu $=4md% Rules add Rettlations of Ow Panora Cou * Dqxo=w of Health. Do., Ccwfm by: ,.____PE k RA,_,_,_ A 10 Dea3� Profeesioaat Addross $!t0>� � �, j8 -tic. N t ZSo� Q'i PU MP It *Inf r . 11tAM V, ct:~. % t`I n. 6 ,&J*7 STS Cvv�'>�1 -9 t7� ate' �S cst^~ E � �/rt 4 ,;.lc�....� >, r.•.s a, fe j � w: Ko�r..� ...r w..-p 'j2� � l t C? c�►'..: � -. vti3 t .5 c M Iry Mtn Ttt &�. lr+_ RVAJ A- pJou►p i T e 43E i iKE -moo t;`(��+� FOR: O ADAM 4EAifi . i��� s� y9 FormFIR -�1 TOTAL, P.01 7-hen 3e vP App f. 146 r NUV-11 -1t1Jy ld: 42 FROM BADEY 8 WATSON, P.C. TO 2787921 P.01 PUTNAIVI COUNTY DEPARTMENT OF HEALTH DIVISION OF )ENVIIMOANM NT'AL HEALTH SERVICES REMM31 EQA.FIN& INS ECTIO;, For: Fai— - - -- Trenches___)�__,_ PCHD Construction Parwit # Locatod „ (l�c , hcwR &AIP (T) (V) - - -tmm z22Lj Owner /Applicanti�aaae ���� 7fM 'LR1ock 2 I,.ot_ t,�,m, Formed y C� iii% l . _ _Subdivision Name Bc tf 1«tG L Subdivision Lot # Is systcm fill completed? Date Is System complete? Is system coastncted as pes. plans? Is well drilled? Is well located as per pleas? . Aze erosion control mess m in place? I card+ that the system(s), as lasted, at rile above prtmims bas been constructed and I have mhe pe t tn o h leaned PCBD Conm;6on Permit and approved plans and the Standards, Rules and Regulations of the Putnam County Depament of health. Dgte:j 1 V Certified by: PE RA_,___ Desip Professional i� FOR: ® ADAM 40EM Form FIR-99 TOTAL P.01 BADEY & WATSON LETTER of TRANSMITTAL Surveying & Engineering, AC. 3063 Route 9, Cold Spring, New York 10516 914 265 -9217; 737 -3577; 628 -1800 FAX (914) 265 -4428 Date: 27 Oct 1999 File No. 95-111 W.O.# 12956 RE: Revised Proposed SSTS Duke TO: MCMANUS ROAD OFF BULLETT HOLE RD Robert Morris, P.E. Putnam County Department of Health 1 Geneva Road BURDICK GLENN SUBDIVISIO Tax Map 23.00 -02 -11 Permit # P -48 -86 Subd. Lot No. 11 Brewster, NY 10509 Sent via: US MAIL ❑ UPS -NIGHT ❑ MESSENGER W UPS -2 DAY ❑ PICK -UP ❑ UPS -3 DAY ❑ FAX ❑ UPS -GROUN ❑ UPS -COD ❑ We are sending: copies date description of document F-1] 26- Oct -99 I Construction Permit for Sewage Treatment System ❑ Letter of Authorization ® 26- Oct -99 Se crate Sewage Treatment System Sheet 1 of 1 Ol 25- Oct -99 Pump data & info 1 [Application Fee ❑ ❑ REMARKS: Signed: John P. Delano, P.E. Copies to: File 2943 No. Code # Complaintant: Complaint: Directions: Taken By: Referred to: Date: Type on Complaint Form Yes No INFORMATION FOR COMPLAINT FORM (No anonymous complaints) --3 -- ZI- I "All Information MUST Be Complete 5o 00 PUTNAM COUNTY DEPARTMENT 'OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES LETTER OF AUTHORIZATION RE: Property of C A&(ZAfi u-, T--K E Located at M C- II N Uc> 9-oAD T/V ?A,7TM54N Tax Map # 23 Block 2-- Lot l 1 Subdivision of bt V Zk04_ G 1_E-r4 Subdivision Lot # 1 I Filed Map # 2-111 Date Filed 0112-416b Gentlemen: This letter is to authorize ooi-j P - J% ,� o . Q E- a duly licensed Professional Engineer X or Registered Architect to apply for the required wastewater treatment and/or water supply permits) to serve the above - noted property in accordance with the standards, rules or regulations as promulgated by the Public Health Director of the Putnar County Health Department, and to sign all necessary papers on my behalf in connection w �v 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. Very truly your Countersi gn ed: Signed: P.E., # 0LO C.� (owne f Property) Mailing Address B?cDELe4 WAT50tQ. PC,, . Mailing Address: AT'l—, 2- 85(CARJZ0LL - S'r. 2-Mc . C0LP SPfZftJ(? State t j `, Zip lost Q State ht) `� Zip. )12-15 Telephone: q 1A— Zj;-5 —9 2.0 Telephone: 212 — 4 p1— 301-1 Form LA -97 /V Z-r� wj (;-Prv� qpm r<- 9- C I P,- E t 5O GAr L P-2EF, F>ukv\,\P 0 -,,.) o D V\4 E-0 -'S L A<A, (40 &Fro ,,..UUt�� C-�.� G�Gt�II� Eta, 2- ki. 0 /V Z-r� wj (;-Prv� qpm r<- 9- C I P,- E t 5O GAr L P-2EF, F>ukv\,\P 0 -,,.) o D V\4 E-0 -'S L A<A, (40 &Fro 0 U L 0 5 =-` MODEL CANADIAN STANDARD At' 2 PARTS 7 Item No. Description 1. Impeller 2 Casing 3 Mechanical seal 4 Shaft 5 Motor 6 _Bearings — upper and lower 7 Power cable 8 0 -ring 5 8 1 ��!!\����, 4''1C' �63 ,I r ROTATION ' ' . . ' ' ' i ;i_ INNER MODELS MEINN #jar \MMMM s =�!I�Qjs PERQIIANCE RATINGS (gallons per minute) Order No. HP Volts Phase Max. Amp. RPM Solids Wt. (lbs.) ^ +'if +` =' _? " . WE0511H WE0311L ! 115 9.4.' r :.: WE0512H WE0712H WE1012H WE1512H WE0533H WE0733H WE1033H WE1538H WE0312L 230 4.7 ! 3 h Tii fr �s . a'.:. _ 3 ' L WE0311M wE0532H WE0732H WE1032H WE1532H I1 U311M 1/3 115 9.4 1750 56 'iWE _2L WE0312M WE0534H WE0734H WE7034H WE1534H +D31 2M n' 2$0 4.7 F - =:y L.:' '/3 '/2 % . 1 1'/2 ma�1H 11.5 13.0 rR r.. 0;: 1' 750 3500 3500 3500 3500 1:2H ..: 230 6.5 MEMO 3.9 1{ - 3 == 3 3.4 57 69 90 104 128 d' 4:,7 45 60 83 98 122 - ' /z 13.0 60? '. 25 50 76 92 116 i a 38 67 85 109 26 58 78 102 H Q 33 3 ''y t t 15 47 70. 94 .. 36 62 86— 25 52 2 3a :. 17 42 67 �. 2 0 9 '...,..,5.4. 8 32 56 "'( 3500 21 46 12.5 70 11 35. 13.1 '� 20 3 7.0 15 4. 20 1,h 8U " t' 0: 4 — _ 10.6 ;tire in Inches. Do not use for construction pu w : 4.6 F 0, E0712H and WE1012H = 18';1'/ HP =18' �T; izo MODEL: 3885a SIZE: 3'4' SOLIDS nt ' ��!!\����, 4''1C' �63 ,I r ROTATION ' ' . . ' ' ' INNER i- MEINN #jar \MMMM s =�!I�Qjs NOME ► \MMM aks *;b )t',l�y(�i��ktut42� 1 1 MNNI af1uI�JIFL1�a���4�� 1• ! OMEN ONES INN ! 3 h Tii fr �s ■N \MME NOME P:IRFS-44 n' NONE NONE SOME MEMO ��!!\����, 4''1C' �63 ,I r ROTATION P 3 r. E;NMMM��MMMMM i- �MMMMN #jar \MMMM s =�!I�Qjs EE►`MMMMM ► \MMM aks *;b )t',l�y(�i��ktut42� 1 1 EINININMMNINNNN af1uI�JIFL1�a���4�� 1• - r�, ! 3 h Tii fr �s n' P 3 r. Friction Loss EQUIVALENT NUMBER OF FEET STRAIGHT PIPE FOR DIFFERENT FITTINGS Size of Fittings, Inches 1/2 " 3/4" 1" 11/4 1 Y " 2" 2Y2 3" 4" 5" 6" 900 Ell 1.5 2.0 2.7 3.5 4.3 5.5 6.5 8.0 10.0 14.0 15 20 25 450 Ell 0.8 1.0 1.3 1:7 2.0 2.5 3.0 3.8 5.0 6.3 7.1 9.4 12 Long Sweep Ell 1.0 1.4 1.7 2.3 2.7 3.5 4.2 5.2 7.0 9.0 11.0 14.0 Close Return Bend 3.6 5.0 6.0 8.3 10.0 13.0 15.0 18.0 24.0 31.0 37.0 39.0 Tee - Straight Run 1 2 2 3 3 4 5 Tee -Side Inlet or Outlet 3:3 4.5 5.7 7.6 9.0 12.0 14.0 17.0 22.0 27.0 31.0 40.0 Globe Valve Open 17.0 22:0 .27.0 36.0 43.0 55.0 67.0 82.0 110.0 140.0 160.0 220.0 Angle Valve Open 8.4 12.0. 15.0 18.0 22.0 28.0 33.0 42.0 58.0 70.0 83.0 110.0 Gate Valve -Fully Open 0.4 0.5 0.6 0.8 1.0 1.2 1.4 1.7 2.3 2.9 3.5 4.5 Check Valve (Swing) 4 5 7 9 11 13 16 20 26 33 39 1 52 65 Check Valve (Spring) 4 6 8 12 14 19 23 32 43 58 Example: (A) 100 ft. of 2 plastic pipe with one (1) 900 elbow and one (1).swing check valve. 900 elbow - Equivalent to 5.5 ft. of straight pipe Swing Check - Equivalent to 13.0 ft. of straight pipe 100 ft. of pipe - Equivalent to 100.0 ft. of straight pipe 118.5 ft. = Total equivalent pipe Figure friction loss for 118.5 ft. of pipe. (B) Assume flow to be 80 GPM through 2" plastic pipe. 1. Friction loss table shows 11.43 ft. loss per 100 ft. of pipe. 2. In step (A) above we have determined total feet of pipe to be 118.5 ft. 3. Convert 118.5 ft. to percentage. 118.5 =100 = 1.185 4. Multiply 11.43 X 1.185 13.54455 or 13.5 ft. = Total friction loss in this system. Friction Loss PLASTIC PIPE: FRICTION LOSS PER 100 FT. ffig GPM GPH 2" 21h" 3" 4" 6" 8" 10" Ft. Lbs. Ft. Lbs. Ft. Lbs. R. Lbs. Ft. Lbs. R. Lbs. Ft. Lbs. 6 360 .10 .044 8 480 .17 .073 10 600 ;25 .108 .11 .046 15 900 .52 .224 .22 .094 20 1,,200 .86 .375. .36 .158 .13 .056 25 1,500 1.29 .561 .54- .234 .19 .083 30 1,800 1.81 .786 .75 .327 .26 1 .114 35 2,100 2.42 1.05 1.00 .436 .35 .151 .09 .041 40 2,400 3.11 1.35 1.28 .556 .44 .191 .12 .052 45 2,700 3.84 1.67 1.54 .668 .55 .239 .15 .064 50 3,000 - 4.67 -2.03 1.93-- .839 66 .288 -.17 .076 60 31600 6.60 2.87 2.71 1.18 .93 .406 .25 .107 70 4,200 8.83 3.84 3.68,_ 1.59 1.24 .540 .33 .143 80 4,800 11.43 4.97 4.67 2.03 1.58 .687 .41 .180 90 5,400 14.26 6.20 5.82 2.53 1.98 .861 .52 .224 100 6,000 7.11 3.09 2.42 1.05 .63 1 .272 .08 .036 125 7,500 10.83 4.71 3.80 1.65 .95 .415 .13 .055 150 9,000 5.15 2.24 1.33 I .580 .18 .077 . 175 10,500 6.90 3.00 1.78 .774 .23 .1C2 200 12,000 8.90 3.87 2.27 ! .985 .30 .130 250 15,000 i 3.36 1.46 i 45 .195 .12 .051 300 18,000 ! i l 4.85 + 2.1.1 .63 1 .275 .17 .072 350 21,000 i 6.53 2.84 .84 .367 .22 I .095 400 24,000 1.08 .471 ; .28 I .121 500 30,000 1.66 i .720 1 .42 .182 1 .14 1 .059 550 33,000 i 1 1.98 .861 .50 .219 1 .16 ! :071 600 36,000 i i I i i ! 2.35 1 1.02 .59 .258 .19 .083 700 j 42,000 .79 .343 .26 .112 800 i 48,000 1.02 � .443 33 I .143 900 ; 54,000 1.27 554 .41 ; .179 950 5T000 46 j .198 1000 60,000 ! I I 1 i ! 50 j .218 Date Subdivision AR Rr'oved Tee Enclosed so" r5. . 1 P— OOT I At - Armi /-..,C seedom I 9Iz7M APPROVED FOlit CONSTRUC revocable4or cauiwoi'rnaY tae reetalres a nave i'jiir,;Mt. -Am"r Rev. 04 r , Date n o!',H"RhWlll 1041�ulklm► will I* of the Inu- wileiii above the Putnarn RA. an of tw building ,has I been,4n.06rtaken and 1• fth. Any change or'sobwation-6f construction only. b r v ' PTTfNAM COUNTY DEPARTMENT OF HEALTH e RE'V 3 86 lj U Dlvlelon of Environmental Health Services Caemel N Y j1051? EnBlneertd'Provide Permit N I CERTIFICATE OF COMPLIANCE CONSTRUCTION PERMIT FOR E DISPOSAL SYSTEM Permits k x ` xi. /' � s t ° v �� ITt.i�Ou► c a-ax t Located,�ac�C 1"a \nwtl�s t ��e a� , , y - or Xillage ° <' u� � �_ Town v ` y� tat��c �prr�~ sand . Lot � A S • � 3 � " r � 4 Sabdlvlelon Name �� Lo T BI t` Renewal_ ❑ � Revlalon O Owner /AppQceat.Name ,T h ` . a. c r Date of Ptevioae Aproval " PIP Mailing Addreea' pSLxs `� O Town `P z Lot Area q' q' '} Ful Sectlon - �} Banding Type Q itf 1 d add s �° T OWY a Depth volame" K j� Nnmber of Bedrooms Design Flow G /P /D R ®O�'�t^� �+ PCHD Notlficatloa IerRega(l+ced;Whon FW Is completed Separate Sewerage System to consist of �Gellon Septic Tank and 43ai- -T�t ®f Brit{I o7 rTi@%��Sif 4 To be conatractedjI y' `Ts �� '��a{'I�iih1 Address h ` Wapies4il Pabllc Supply From Addrepss ' , J or Private Supply Drilled by e i r Y ! 4 :� k Yy % :.-�. C ,F ,•Ma .'�"frylkY!'Y- Other •Regairemeata � : f'. t -:t... 77 70 s '.. .� t i. M v ,� = .e <^ t ,...fix represent that I amiwholly °and .completely responsttlle for the design a'ntl location of the proposed systems) 1) .that the separate sewage „dttposaltgsystem x. w above descnbotl will be constructed -as shown.on the approved amendment there to and to accortlance with theatangardi rulesan regu a ions o e a u nam £; County Department of rryHealtht an`d tliaYon completion thereof a CerttftCate. di Conrtryction Compltance; sattsta¢tory to ilia Commissionq► pi Healthwtll be subrnttted� to, the Department and a written guarantee will be funtsheG:tlie owner 'his'successors �heiis or assigns by tha budder ;that said - ;builds► wVll'a•. place :n good.operattng °;condtt,on any ps7.t of tsa�d_ sewagedisDOSa6systern , tturing tho;•penod.of two (2j -years Immetliatel`y'followug the date- of,,the ssu ante of the approval otzthe Certificate of Construction Compltance of�the orrgtnal system or any repai►s thereto 2) that thetlrillod "well desciibedabove u will be locatetlas shownton the °ap,prioved plan and that said well will be install =.in �accordence with.'the st arils rul6111 s an ' egu a tons of r'tfie Putndm County Department of Health s. Date M Stgnetl P E R A Address < .� s UcenseaN0 e. ,. 4 ? i cat,, Z• -. • �. APPROeVEO FOR YONSTRUCTION This approval expnes, one year fro the date Issued unless 'construction of the butlGtng has been Lunde. taken and is g revoca,bie for tau or may a amended or motliLaJ when cons, ider' •n scaryby the - o`.mmisstoner Hof. Heal Any cha nge`y Or alteratio n�'of :construction s�F .; repuirei a ermd y_ Quad for disposal of domestic °sa tar swage and %oq' ri ate waf r s y'` lily P Date ey s• ,Title �. x 1 BADEY & WATSON Surv'eying and Engineering, P. C . Route 9 Cold Spring, NY 10516 (914) 265-9217 739-3577 628-1800 FAX (914) 2654428 Ms. Margar t Loyd d Senior Env* 0 Mental Engineer N.Y.C. D.E. 465 Columbus Avenue Valhalla NY 10595-1336 Copies Date No. Description LETTER OF TRANSMITTAL Date: April 16, 1991 Job No: 95-111 Re: Calcagni Sent By: X US Mail ❑ UPS ❑ UPS Overnight 4 4/15/97 SSDS prepared for Ernest Calcagni Remarks: L4 : 111L 1 d bi L6 1, V Signed: John P. Delano, P.E. me 1 V 4 4 1 I JY! ; Copy to: File ki William Hedges, PCDH (Rec'd 3 prints as above via Us ❑ Fed Ex ❑ Messenger ❑ Pick-Up -OF,Iffl 7777"1., 4'i "'a son�& Mc Marius Rbc�k T vie i Glenn Burd 63V Sub& I.At Tax OwmdApYaei No Ernest Cal 'ca ne Date of A 77"24/86 opyd Town .- 870,Warren'Avenue.. Town . Th6rMgd6d .DAte :Subdivision Approved jan, 24 1986 -r'#2111 Fee n closed Q- -R s'l, ddntal' . i Awe 1°020 Ac. '6 Depth volume 06i�-ig P D 600 -P fir 300 LF --a t"-- h d absorption 4000:1 Task and- of 24 wide trench V To W asmili� by alley Excavating Addrim -watw Determined ast 'to Mdkiw, l" Dat® A ULJll Bad te, ' APPROVED FOR )IS W• Rev . '�!�� 10/88 wite RA. Spelriq Me 62505 I the �b . Ujo"n .his `6 •0�0- n* uln'd"ertakin and 15 it. MNith. Any chmi*-4-r alteration of.constmctlon pply only. ---- 954 �SQ� n P VIDE DROP BOX AS CLEANOUT 2 �� O`er FT. MIN. PITCH R 2578, PROVIDE 7 LATERALS /�-- _ /aced on EACH AS NOTED FOR A 1Op • MIN TO TOTAL OF 300 L.F. OF / , S.D.A. PROPOSED 9 DRIVE ' ichoe/ Pr/Ono, /�� ABSORPTION TRENCH. O y 1 1000 GAL. PRECAST q, and located A I CONC. SEPTIC TANK �j --��S July 16, 1996. /p �� �IS 1—�S O M/ O I \ �FT. MIN. PITCH "t be removed. 1 r1(T & / PROPOSED DRILLE ,recr and me � CJ v STR CQ /rte I � rn and Prior to rted earth structron of O N O 5 60.C. (.ryp G misions thereto, to 4.� 4R4 governmental C �(� . O C6 DROP BO f4.$)c'f j YP.) S3.p .s than 5 gpm i W lOp, - .�� Department of u) f eat the V a0 kpgN •C MH, 3pROp 'h services, V d a S �\ Rfq of psfp new )ark State 44tH 13 rarer cast iron C 0 3\ esMT� ASS S WEB end root proof. //be 4 inch ((��••�� -`` _ \ ' )3350. t off Of O o 6 t into me Q C ('t�'� Z - - - -- -�� i away from the �\ ROOF L ADER/ 35 leer of any C 3 �� FOOTING DRAIN regrdated lake, 7341 \O /0 into the O� `O I \ \ \\ `� 3 ;ho"n on Ws Q O I Q V z 1 EX% Ling \ \ I �PROVID ►TAL ND SEC IONS • PROVIDE IN C.IV�.P. ; CONNEC\ ` IN ERT ELE�/. = 741.5 /eeith � � Q H- 1 —r�' TO EXISTING IB C.M.P. I/ be issued. 1 J withstand e/I Q1 X — \� --- -- ��%n ound be the C W per be z e nourished rd grade. S 49 000 00 if W Boday B Watson has been derived / prepared by Q 36 M y24/B6, Mop th approve / B the srovo4 and 200 feet of \ posed wells are em except as II l01PIAM CounrF DZPAnMMT OF MALTH - 4 DbYa� d 1�t�MsrssW 1 SQVIoe�. Caosel. N Y.105 11 M Pngldo Ioalllk:/ a• C1;Y1II1[CAiS OF C011�IIANCS IIi11RUC1tON P1 FOR.$6VYA(O3 DL4lOgAL F,y -48 864 T d D9 SYSTLrdYI ,1• :.: Town of P tterso McManus Road .. . a � . k Burdick - G _ m 23. 11 i<enewd_p 'w� /A tNoe Ern 41' &Toni 9%95,10/96 ,� 870 .Warren Ave. To..o_- Thornwood 10549 Date Subdivision Approved Tan ,� T.4m 1'21.11 O Fee. Enclosed ❑ Am(„mt . umb t 1ypg Residential ,�,�, 1,.'020 -Ac. dot ffPCM : Nober, a[.Be�oo�s 3 ` . De 'Fbw G P D '.600 NoWleadoo Is Be4ahed When FIR l &iim ed sapntesegee de.S�tao b "MM -d 1.000 ei0i,, Sq* Tank �a .300 LF of 241, wide absorption trench • _ To be ge.4.ated Valley Excavating Ar&e,a wncak sr Sn4 ,: Aaalvaa . X. Stivvb D br . Aaa..,.x To be deto mined odw 1 np►esenCtnet 1- ant wholly and completely. responsible for tha-detign and location of the proposed system(s); 1)'that the separate sewage. disposal system abode defgibed• will b0 constlYCted of f110Wn on Me a00rQ4e4 aTQndment ,here to -and in iCCOfdi_nM With the standards, rurosY 'IegU qnf O Mm County Department o1 ""j and•that,on eompN4ion'thereofa :'Certificate of Construeffon Compliance^ satisfactory to the Commitfioner -oC Heatthwill Oe,aibmttte0 to the Dapa"miM and a written - guarantee Will pp furnishad the,owns, his suceassors, heirs or a"gns by the builder, that said bulkier will . pYte in :good dpe►stirle'sOnAitlOn anY Wrt 'of_ raid. sawatga disposal system during the period of two (2) yeas immediately followintl`thedate Of the issu- •qp of fM °appraial_01 'the certificate of construetk,n, Compliance of _the oriyinel system or any repairs thereto; 2) that tne'drilled wall described above - wail N IOCetsb as•tndwn on tM'�aporoeed Plan and that'fakl well will be' Installed in, a , dines standards, rules and rpY aT%ns- of: !. toss Putnam County Department' Of .Health. Date NOV. 12, 1996 .. Siinad < P.E.- RA.- Addr e . Badey..& Watson, P.0 Rt. 9 CO1d S rin License CVO 62505 APPROVED FOR CONSTRUCTION: This approval expires two years from the date. issued unless construction of the building .has been undertaken and is r a"lileo1 .f cause or, may,be,•amanideq or motli(ied whan Considered necessary by. the of Health. Any change or alteration of construction requires a Mw p //er r,/mit. Approved ,or:'diapoaal;of dome4lc sanitary sewage Rev. w ovate- &ter pply Only. �, Date ` v ��. B 10/88 , Title �� II DEPARTMENT OF HEALTH Division of Environmental Health Services 4 Geneva Road, Brewster, New York 10509 (914) 278 -6130 APPLICATION TO CONSTRUCT A WATER WELL PCHD PERMIT # P -48-46 WELL LOCATION Street Address M c Manus Town/Village/City Tax Grid Number -2- WELL OWNER Name Ernest Calca ni, Mailing 870 Warren Address Ave., Thornwood WPrivate O Public USE OF WELL 1 - primary 2 - secondary ® RESIDENTIAL 0 BUSINESS ® INDUSTRIAL. ❑ PUBLIC SUPPLY ❑ AIR /COND /HEAT PUMP 0 FARM 0 TEST /OBSERVATION b INSTITUTIONAL ❑ STAND -BY 0 ABANDONED D OTHER (specify O AMOUNT OF USE YIELD SOUGHT 5 gpm /# 0 REPLACE EXISTING SUPPLY N NEW SUPPLY NEW DWELLING)- PEOPLE SERVED 5 /EST. OF DAILY USAGE gal ❑ TEST/ OBSERVATION GE ADDITIONAL SUPPLY ® DEEPEN EXISTING WELL REASON FOR DRILLING DETAILED REASON FOR DRILLING New well to s=ly spmo sed three bedroom residence WELL TYPE ®DRILLED DRIVEN ®DUG ®GRAVEL 0OTHER IS WELL SITE SUBJECT TO FLOODING? YES ___& _NO IF WELL IS LOCATED IN A REALTY SUBDIVISION, NAME OF SUBDIVISION: Brudick, Glenn Lot No. 11 WATER WELL CONTRACTOR: Name To Be Determined Address: IS PUBLIC WATER SUPPLY AVAILABLE TO SITE: YES X NO NAME OF PUBLIC WATER SUPPLY: 3N %A TOWN /VIL /CITY DISTANCE TO PROPERTY FROM NEAREST WATER MAIN: NSA LOCATION SKETCH & SOURCES OF CONTAMINATION PROVIDED ®ON SEPARATE SHEET Nov. 12, 1996 (date) (signature) PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above is granted under the provisions of 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 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 attached to this permit. 3. Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant shall take appropriate action to assure that any and all water or waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise cont a e s or groundwater. Date of Issuer Date of Expiration 19 Permit Issuing Official Permit is Non - Transferrable White copy: HD File Pink copy: Owner 3/89 Yellow copy: Bldg. Insp. Orange copy: Well Driller 1 BADEY & WATSON Surveying and Engineering, P.C. Route 9 Cold Spring, NY 10516 (914) 265 -9217 739 -3577 628 -1800 FAX (914) 265 -4428 To: Mr. William Hedges Putnam County Department of Health 4 Geneva Road Brewster, NY 10509 Copies Date No. Description LETTER OF TRANSMITTAL Date: November 12, 1996 Job No: 95- 111.11 Re: Proposed SSDS CALCAGNI McManus Road Patterson TM 21-2 -11 PCDH Permit #P -48 -86 Sent By: ❑ US Mail ❑ Fed Ex ❑ UPS ® Messenger ❑ UPS Overnight ❑ Pick -Up 1 11/12/96 Construction Permit for Sewage Disposal System 1 11/12/96 Application to Construct a Water Well 4 11/12/96 1 of 1 SSDS Plan Remarks: Revised to reflect latest local wetland information. Signed: John P. Delano, P.E. Copy to: File C O - - �a" ^a v l 5520 3-5 9 PROVIDE 7 LATERALS EACH AS NOTED FOR A I ed on TOTAL OF 300 L.F. OF - ae/ Pi/dno,. /� Q �' 3?� ABSORPTION TRENCH. 6, Ind /oed /ed 0� F l 16 /996. .� / Q TypC 4 �.p 0. ,e removed ^� M/� TO Al t end the and prior to f earth rtron of `v � ions thereto, U) ,vernmenle/ N \c r\ Nan 5 ypm i W q /00 o e oartment of US A y 41 the JC V O q� p D i0N qRF �C (L a S 4 e fork State r� \ O S er test iron C O root proof D _ S- )e 4 inch Ql� Q 150. (yam J (` dnam 1 � V Q o dl of -I,- O \ N �3 Ito the C C (�� Z s xey from the \ '� v) _ - - - - -- - - --- - - -- - - -- -- feet of eny 3 rd, rater 1 C 734��QQ I •Q � � J the • �� W b A 3 Q I ` 1"Y7 on aiis Z Existing , . \\ Ti be Issued. Ln - Mstand e// ^� C W \� the ' ` Q I/ be Z � �� nourished grade. 5 4900 00 t t W Bodey 9 Watson Yos been derived 6 a o , N .O y P VIDE DROP BOX AS CLEANOUT R 257.82 FT. MIN. PITCH 10O.-MIN, -- - - - - -- TO S,D,A, PROPOSED 7 — - -- ? DRIVE 1000 GAL. PRECAST — — I CONC. SEPTIC TANK / S - - -- C.I.P. 4 1/4" PER T. MIN. PITCH PROPOSED DRILLED 1 � OJT 0 G4 RgGF ROP BO 6 \P) \ I /��� Fire �G /NI BSMTgS D \460 18 I CJJm.P. ; Cl ING 18 C.M.P. WET�Pt —ROOF, LEADER/ FOOTING DRAIN -AL NO SEC IONr ELEY = 741.5 4- -- - -- - - -- DEPARTMENT OF ENVIRONMENTAL PROTECTION e EXECUTIVE OFFICES -1.��� 59 -17 JUNCTION BLVD., 19TH FLOOR, CORONA, NEW YORK 11368 -5107 JOEL A. MIELE, SR., P.E., COMMISSIONER itVewrrk (718) 595 -6565 December 5, 1996 John P. Delano, P.E. Badey and Watson Surveying and Engineering, P.C. Route 9 Cold Spring, New York 10516 Re: E. Calcagni Proposed Septic Patterson, Putnam County Project Log 3012 East Branch Reservoir Dear Mr. Delano: The New York City Department of Environmental Protection (DEP) has received and reviewed a copy of the drawing titled Separate Sewage Disposal System for Ernest Calcagni last revised November 12, 1996. The following comments are based on the materials received. 1. The New York City Department of Environmental Protection should be added to notes 2, 19 and 21 on the plan. 2. Note 10 says, "No sewage disposal system shall be placed within 35 feet of any storm drain pipe or 100 feet of any lake, pond, water course or wet area." The plan shows that both the primary and reserve sewage treatment areas will be placed less than 100 feet from a local wetland boundary. 3. Note 21 says, " The separate sewage disposal system hereon is designed 0 to 5 minutes per inch." This note must be revised to read 1 to 5 minutes per inch. 4. Trenches are shown perpendicular to the slope on the plan. This is not acceptable. Trenches for a sewage treatment area must be parallel to the contours. 5. A complete application must be submitted before final approval will be considered. The State Environmental Quality Review Act must be complied with by submitting either a completed short environmental assessment form or a copy of an existing SEQRA determination. Three copies of the final design plan are also required. Additionally, a copy of the determination from the Town Planning Board should be submitted. All other required data has been received. 6. Under New York State Health code DEP requires a minimum of 100 feet separation between a sewage absorption area and a New York State wetland. The wetland shown on the plan is not a state designated wetland, therefore DEP cannot enforce the 100 foot setback requirement.. However, it is recommended that a sewage treatment system absorption area not be placed within 100 feet of a wetland in order to provide treatment of sewage effluent in the aerated layers of the soil prior to discharge to surrounding waters. Thank you for you submission. The review of this project will continue when the requested information has been received. Any .questions concerning this review may be addressed to by phone at 742 -2033 or by mail 465 Columbus Avenue, Valhalla, New York 10595. Sincerely, Margaret Lloyd Senior Environmental Engineer cc: Richard Williams, Chairman Town of Patterson Planning Board William Hedges Putnam County Department of Health Environmental Health Division DEPARTMENT OF HEALTH Division of Environmental Health Services 4 Geneva Road, Brewster, New York 10509 (914) 278 -6130 APPLICATION TO CONSTRUCT A WATER WELL PCHD PERMIT WELL LOCATION Street Address Town/Village/City Tax Grid Number N\ AwVs i20,A.o o"o = Z3, Z-11 WELL OWNER Name - C.A Mailing Address 0 ►Z JL �N�DQ Private Public USE OF WELL 1 - primary 2- secondary 'RESIDENTIAL D BUSINESS D INDUSTRIAL O PUBLIC SUPPLY p AIR /COND /HEAT PUMP 0 FARM 0 TEST /OBSERVATION b INSTITUTIONAL 0 STAND -BY D ABANDONED 0 OTHER (specify O AMOUNT OF USE YIELD SOUGHT 5 gpm /# PEOPLE SERVED S /EST. OF DAILY USAGE Y00gal ❑ REPLACE EXISTING SUPPLY ❑ TEST /OBSERVATION M ADDITIONAL SUPPLY STEW SUPPLY NEW DWELLING D DEEPEN EXISTING WELL REASON FOR DRILLING DETAILED REASON FOR DRILLING T &or2ysr=►7 "Mi2E.5 t3c%01Loc:)c\ i2.CSi��A�G� WELL TYPE j -DRILLED DRIVEN DDUG OGRAVEL 0 OTHER IS WELL SITE SUBJECT TO FLOODING? YES V NO IF WELL IS LOCATED IN A REALTY SUBDIVISION, NAME OF SUBDIVISION: 16 V 2LDIG EW Lot No. 11 WATER WELL CONTRACTOR: Name `�� C��t2N►�Ntp Address: IS PUBLIC WATER SUPPLY AVAILABLE TO SITE: YES )< NO NAME OF PUBLIC WATER SUPPLY: TOWN /VIL /CITY DISTANCE TO PROPERTY FROM NEAREST WATER MAIN: �J LOCATION SKETCH & SOURCES OF CONTAMINATION PROVIDED 17ON SEPARATE SHEET _"TyL-Y 1119 (date) 67 (signature) PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above is granted under the provisions of Subpart 5 -2 of Part 5 of the New York State Sanitary Code, and provided that within thirtT (30) days of the completion of water well construction, the applicant 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 attached to this permit. 3. Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant shall take appropriate action to assure that any and all water or waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise co face or groundwater. Date of Issue: ?� 19 %6 Date of Expiration 19 Permit Issuing Official Permit is Non - Transferrable White copy: HD File Pink copy: Owner 3/89 Yellow copy: Bldg. Insp. Orange copy: Well Driller / F � ��� (j /` // �� - / /// F' BADEY & WATSON Surveying and Engineering, P.C. Route 9 Cold Spring, NY 10516 (914) 265 -9217 739 -3577 628 -1800 FAX (914) 265 -4428 To: William Hedges Putnam County Department of Health 4 Geneva Road Brewster New York, 10509 Copies Date No. Description LETTER OF TRANSMITTAL Date: July 18, 1996 Job No: 95 -111 Re: Ernest Calcagni Sent By: ❑ US Mail ❑ UPS ❑ UPS Overnight 1 7/18/96 Revised SSDS Permit Application 1 7/18/96 Revised Well Permit Application 3 7/18/96 Revised SSDS Plan Remarks: Signed: Kurt Schollmeyer, P.E. Copy to: ❑ Fed Ex ® Messenger ❑ Pick -Up DEPARTMENT OF HEALTH Division of Environmental Health Services 4 Geneva Road, Brewster, New .York 10509 (914) 278 -6130 APPLICATION TO CONSTRUCT A WATER WELL PCHD PERMIT #P -48 -86 WELL LOCATION Street Address Town/Village/City Tax Grid .Number Mc Manus Road Town of Pattersgg 23. - 2 - 11 Name Mailing Address dPrivate WELL OWNER Ernest Calca ni, 870 Warren Ave. Thornwood NY O Public USE OF WELL ® RESIDENTIAL O PUBLIC SUPPLY Q AIR /COND /HEAT PUMP ❑ ABANDONED 1 - primary O BUSINESS O FARM O TEST /OBSERVATION O OTHER .(specify 2- secondary 0 INDUSTRIAL O INSTITUTIONAL O STAND -BY O AMOUNT OF USE YIELD SOUGHT 5 gpm /# PEOPLE SERVED 5 /EST. OF DAILY USAGE 500 Sal REASON FOR 0 REPLACE EXISTING SUPPLY ❑ TEST /OBSERVATION M ADDITIONAL SUPPLY DRILLING M NEW SUPPLY NEW DWELLING 13 DEEPEN EXISTING WELL DETAILED New well to supply oroposed three bedroom ,_resf3ence.;.- REASON FOR DRILLING WELL TYPE []X DRILLED DRIVEN 13DUG []GRAVEL. 0OTHER IS WELL SITE SUBJECT TO FLOODING? YES X NO IF WELL IS LOCATED IN A REALTY SUBDIVISION, NAME OF SUBDIVISION: Burdick Glenn Lot No. 11 WATER WELL CONTRACTOR: Name To be determined Address': - -- - �a PUBLIC WATER SUPPLY AVAILABLE TO SITE: YES X NO NAME OF PUBLIC WATER SUPPLY: N/A TOWN /VIL /CITY DISTANCE TO PROPERTY FROM NEAREST WATER MAIN: N/A LOCATION SKETCH & SOURCES OF CONTAMINATION PROVIDED X� ON SEPARATE SHEET 5/19/95 date) (signature) PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above is granted under the provisions of 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 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 attached to this permit. 3. Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant shall take appropriate action to assure that any and all water or waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise col to surface or groundwater. e of Issue: 19� Date of Expiration 19_ Permit Issuing Official " Permit is Non - Transferrable White copy: HD File Pink copy: Owner 3/89 Yellow copy: Bldg. Insp. Orange copy: Well Driller BADEY & WATSON Surveying and. Engineering, P.C. Route 9 Cold Spring, NY 10516 (914) 265 -9217 739 -3577 628 -1800 FAX (914) 265 -4428 TO: Putnam County Department of Health 4 Geneva Road Brewster, NY 10509 Copies Date No. Description 1 8/18/95 SSDS Permit 3 8/18/95 SSDS Plan We are sending you: Attached Via: Hand Deliver These are transmitted: For approval Remarks: Copy to: LETTER OF TRANSMITTAL ' Date: August 25, 1995 Job No. 95- 111.11 Attention: Mr.. William Hedges Re: Ernest Calcagni SSDS Permit Mc Manus Rd. Town of Patterson TM# 23.2 -211 Signed: Kurt Schollmeyer, P.E. i''v'DQ` M .=N= DEp2�F2R1iNT• OF. i DiJTsicm OF HEALTH'SEEtVICIS SHEET 1 DESIGN aba SHFE?- S(JES[-tP;(_E S"J��^lE DISPJSnL SYSZ2 F1ZZ M. p -4,q PC D ne-r Ernest Cal gac nj , 870 W_ arrp,Alte. r Thnrsood MY - -••- lA. a i at (S Lr eL t) McManus Road Sec_. 21- Block 2 I.o t lL_ ( �ndi cite n=om est cross stzeet.) MUnici-relity Town of Patters— Wate_rshe& NyC SOIL• PERC OL,)=CN1 TEST az,U_r, REQ(lT-RED TO BE Sua.fITI".c.D WTI1q APPIJC Q1NS Ante 'of P're- Scakj_ff 9-1a -95 Date of. Percolation Test 5 -18 -95 HOLE I it* CLO_-'C T bE �F_RCM *A=ECF1 PERCiJLUMN Run - - -- Elar)s:. DepCh to Rate~ E?"cm 1'iuter LGVel No TL-.- Ground. Surface. In Inches Soil Rate Start. -Stop ldin. SLal -L Stoo 77rpp . In . Min/In Drop Inches _ Inches Inches A i 7:54 -8.06 1 25 3 - 4- —_ 2 8:06-8-:19 _ 13 _-_22 _?� 3 4 3 8:20-8:33 _- 1�---- - - - - -- 22 - - - - -�$ - - -- - 3-- — - - -- -g - - 8:34-8:48 ___L4-- 22 - - -- 25 5 _- 5 8:50 -9:04 14 - -- ___22 - 25 3 5 1 9_05 -9:19 _ 14 — 22 25 3 _� 5 _ 2 4 .5 t 5 1 nt7i I.. atsts to Sa raDzat�d at s4ma . depth ,unto I a_.pproxi.*nateiy z- Soil rates i. arc•cb.z. __, at each n colatior. test ho.'e_ .?x11 ciatu. tA••he si:�rni llzpth rr�. s�re.�R_: is to ce made �rar, toE� o:_ ih�ln K 14' 2NDIMPTE ..LD I, `:i �'?'riIO-I ?C ?N� L.l �'i TS �1:�U�1i1 L�l1J. 61 -411 `TF' 7' v .� TC i��� ^�i S�^2'r i,FVTi� : i.S S PF TER BAG ENCOURTfa -1 0 11 IivD7 _t•, h -4 _ DF=,) H012 OLSE_RVITIO \S MtbDE BY:BadeV- warGnn: P -C, DES1•GN deQ Ra--4 uscd 0 -7 1, Ln /1 Di 0,0 S -D. Usable : ea P.oti NiO. of %^n'rccros Three Septic Tack Cam -city 1,000 gays 1 PC nc Absorption urea. Provide`? By 300 - D -F. x 24" Width trench Other 1,000 gallon PLC concrgte_Dump tank with —audio---visual alarm _ Na Badey & Watson. S�rve,ing aT Merin P -a Ur e �yddxess US Route _.. __ SEMI, -� CC Cold S rinse, 'NY 1051 H ���� 0• > x . USE ' Y. hiAaT�ck�` T OINMY: ESSO HE PACE x E Soil PJaL-e Approved sq._f Checked by De:tE n. --- - )ZSGRS.D CON OF 50= E1L'rJUJ 71r-z .D 7N :1`:_':5 -E0 =s D 2 Hou 1�3 - -1 _- BORE 'NO iabLi:, .G • L • Topsoil to 6" Tnz c i 1 to 6" T psni l trLh ' _ r ' loam Sandy loaf �10am r' 21 To 34" To 30" To 30" 3' Sand Sand Sand e With _ Few cobbles Some 51 Gravel. " 61 • Few II � 7' Cobbles " 3' End 84" — _Fnd_R.4 End R4" 1G' • ,rl II _21 mi Q 91 411 GW @ 7' - 0" - ..�. 14' 2NDIMPTE ..LD I, `:i �'?'riIO-I ?C ?N� L.l �'i TS �1:�U�1i1 L�l1J. 61 -411 `TF' 7' v .� TC i��� ^�i S�^2'r i,FVTi� : i.S S PF TER BAG ENCOURTfa -1 0 11 IivD7 _t•, h -4 _ DF=,) H012 OLSE_RVITIO \S MtbDE BY:BadeV- warGnn: P -C, DES1•GN deQ Ra--4 uscd 0 -7 1, Ln /1 Di 0,0 S -D. Usable : ea P.oti NiO. of %^n'rccros Three Septic Tack Cam -city 1,000 gays 1 PC nc Absorption urea. Provide`? By 300 - D -F. x 24" Width trench Other 1,000 gallon PLC concrgte_Dump tank with —audio---visual alarm _ Na Badey & Watson. S�rve,ing aT Merin P -a Ur e �yddxess US Route _.. __ SEMI, -� CC Cold S rinse, 'NY 1051 H ���� 0• > x . USE ' Y. hiAaT�ck�` T OINMY: ESSO HE PACE x E Soil PJaL-e Approved sq._f Checked by De:tE n. :IUJ.IUaM CCXJ\LYIY DEPAR-DIF_NT• OF. BZ , TH D:�VfSICN OF -SERVICES SHEET 2 I?. ESIGN RATA SRECT-•SUESUTFACE 55�MILE Di-S 00SP-L SysllnM FEEZ ice. P- . 48-86 Owner Erne--,t- rAlraqni Pd&,e-s,s 870 Warren Ave,.Thgrnwo6_d NY* Lo-a•ted at (st-reeL)-McManna gnarl Sec.. 23.: 2 Lot 11 (_-dicate nearest cross street) n2niciFa-LitY Tosm of Patterson' Watershed NYC S01L PERCOL,-�fnczsl = DATA REQUTERID To BE S1j2bf= wiaH t.ppijakm CxNS Date -of Pre-Sca)CLTI'g r;_1 7=q5 D--"-e of Percolation Test BOLE NLMp CL= TDE PER(n&A=CN PERCOLUION Run Elaose Depth to Sti tar From h'ater L-,_-V*eI No Tines Ground. Sarfa.ce in. inch es Soil Rate Staxt-Stop, Min. Start Stop Drop-- Ifi . M-ir/In Drop Inches Inches inches B 7:56--7o58 2. .22 25 3 --_L7.:58-8 :00 ___2____ 22. 25 3 8:02-8:04 2 22 25 3 4 8:05-8:07 2 2,2 25 3 5 8:09-8:12 3 22 261, 41-, 1. 2 3 4 9:21 -9:24 3 22 25 3 .5 9:25=,9-28 3 22 25 3 9:29-9:32 3 22 25 3 2 5 . . I .lists Ito ba rerxziated* at say pth until apprcx jnr_, � v Eq .1 soil rat. es a r e -ob ta -nin_` a ' e ach D ar co 1 a t i o n -�C h b, I e All 'data to b, SL bTi L L i Lc)j. -L to ire made f-r'o*n 0' Tile. 9/85 166 DET'rd G. L. 11. 21 31 51 61 71 81 9' 101 12' -131 .L 14, PIT 6 CZSC q-PT'-10N OF SO -a\C-CLIME I N T•ST -EOLE-S HOLE 1r0. HOLE NUJ. HOLZ 'Ec. 1N'D!C-kT.0 Lt-:,V= AT Mdlai �DONU?,- i. IS UNTERED lttICATE L'EVa TO M.1011 EWER LEVM RISES PJ7-i:ER BEING DEEP HOLE OBSERVATIONS M)E BY: D'K2: ded So-L'"L Rath Used Min /1" M-op: S.D. Us;able, A.7Lea Prov-L No. Of BedrocaLs Septic TarLI.,, Capacity gates. Type, Absorption Krea Provided By r L.F. x, 24" vaid'u-11, trench oLhar See sheet 91-- NameBadey & Watson, Surveying & Engineering, PXc, jnature u P . D -re-5SUS Route 9 SEAL 0 Cold Suring, NY 10516 .rHIS SPkCQ Ruse 'BYAIM DEPJ,:RY�M PROF IA�I E W Soil Rate Ap sq. f t-/gal. Cbecke-3 by pr ov e d Ism" en ?UJJI�Mbi CCUZZI-Y DERkRDIENT. OF. aDUTTE.... D� SHEET 3 DESIGN DATA SHEET_•5;UBS(.JTFPC_E DISPOSU SYSTEM FILE• AU- P-48=86 Caner Ernest CaLQagni__,, Add-re-s's 870 Warren Ave., Thorn,400d NY 114x:.a ted at (Sirec't) McManus Road Sec. 23. Blo,---k 2. Lot 11 (indiczte P eax es t cross street.) -nxucirality Town of Patterson Wate-tshed NYC SOLE PERcoi_AancN, atTA RUQCM_Un To HE suaar= wim ZppIjC_7�T_-LCxq-S Pate-of Pre- Soaking 5-17i-95 Date of. Percolation Test 5-18-95 XLW C= T fE PERCOUTION PERCMIUMN Run ElaIDSe Depth to Siate_r Rzcm f ter Lev'el No. Tires Ground. S.arfa.C'e In. L ch�s Soil Rate Star-L-Stop Min St tart Stop Drop-. Li . ain/in Drop inches Inches Inches 7:57=R-ni 6 .22 25 3 2 C 2.8:04 -8:1Q- 6 22 2 3 8:11 - 8:1$__x.._ . ...... = -2 -1 . 8:19=8 a 28 9 22 2-5 314 -3 3Z4 2 5.-8. 2--& a6. 7. 22 25 3 2 2 3 4 9:31-9-4CL 9 .22 .25 .5 9:40-C)-AQ 9. 22 25 3 3 1 9:50-9:59 9 22 25 3 3 2 3. 5 assts 'co � . 'rer>zp_'IL!a_d* at depth until aprjrcX_Ir1v__'t;ely eqLial :Do2, rates are --obtai-e6 at each r>arcolation test hble. All 'da:ta- sahmit'Ubd... -ror revIE114. Dzr)th rnaz,,surcz_ayz:nk"_s* to he made frcm top of 1\O1e. DG. d .G. L. 2' 3' 5' bi r' 3' ;.� L•.L _:1 �lJ 'l l.i SU: =t`� .iaJ it . 1:'. jCF SOUS D,%Cg IN ~TzST 'r-Ol1 -S rimr, NO HOLE NJ. !10� 5' 10' 12' 14' DNIDiCPME L:O ✓Ti., kT' PrHUti IS .5 NK MNTERM. _ Tj\vDJQ-�— Levu TO i4�L�:i 5��7'r L�F VTC iSES P-ETT R BEING Et�.%ii.,'Ta`i` 1cZ DL• I HOLE OBSE.Rn, TIONS M 31 E BY: DES xcN So1.1 Rath used �i n /1" . Dr. op: S.D. Usable :�: e�� ??: ov-L No. of Bedro ms Septic Tdriit Cap; citv gins. Type Absorption Flea Providc--I By L.P. x 24" width I=ench Other See sheet 41 - - Nary r76. B P�7 fn7 1' f1Y1 Ct�rc >o� >i d c S� .l.. 112E ..��- . «a..,o� T -b R1Q r vz-x ngQ7�-�- ni'[g'rITG �CrZi lg Address .US Route 9 _ _ SEAL CO 30- cold Spring, NY 10516 e° PACE - RUSE 'BY. IM A.1071. DEPtARxr rn' otvZx:. G,` 7 Soil ApprcCa �. ft /gal. Checkc3 by v ti " 3r NEW ''fiz P• DF y09��' o bsZS °� raga � K BADEY & WATSON :Surveying and Engineering, P.C. Route 9 Cold Spring, NY 10516 (914) 265 -9217 739 -3577 628 -1800 FAX (914) 265 -4428 TO: r_ Putnam County Department of Health 4 Geneva Road Brewster NY 10509 We are sending you: Attached via:, U.S. Mail o pie Date - No. - - Descrin - -- 1 5/19/95 SSDS Permit 1 5/19/94 Well Permit 1 3 Design Data Sheets 4 6/6/95 SSDS Plan These are transmitted: For approval LETTER OF TRANSMITTAL Y. Date: June 6, 1995 Job No. 95- 111.11 Attention: Mr. William Hedges Re: Ernest Calcagni SSDS Permit Mc Manus Rd. Town of Patterson TM# 21-2 -11 Remarks: Plans have been revised to address your comments. Please provide a short note if everything is in order ,., instead of issuing the permit. It is anticipated that we will be re- submitting plans that address the City's comments, if they have any. Copy to: It Signed: Kurt Schollmeyer, RE,' I� GEORGEJ.SWANDER GEORGE J. SWANDER, P. C. COVNSELOR AT LAW MILLBROOKE OFFICE CENTRE ROUTE 22 & MILLTOWN ROAD POST OFFICE BOX 379 BREWSTER, NEW YORK 10509 (914) 279 -5184 November 2, 1992 TELECOPIER (914) 279 -8480 Cert. Mail #P829 -308 -466. Return Receipt Requested Mr. William Hedges Sr. Public Health Sanitarian Putnam County Dept. of Health Div. Environmental Health Services Geneva Road Brewster, New York 10509 RE: Ernest Calcagni, Applicant' Construction Permit #P -46 -86 — .McManus Road - _ (T) - -- Patterson. TX_ _ #- Z3. -3 -_35 Dear Mr. Hedges: I am in receipt of your letter dated May 28, 1992 and I am somewhat perplexed and would appreciate your contacting this office. I believe that the lot was previously approved for a septic system, which approval had even been renewed in 1991. I find it strange at this time that my client's right to have this approval suspended and, therefore, I would request copies of all your original approval documentation as well as any and all correspondence you may have received from the Town of Patterson Wetlands Inspector. I would trust that these may be provided without a formal Freedom of Information application, but gr advise accordingly. I do have problems with the use oft'�our ' language "appears poor" in Paragraph No. 1, and "appears closer" in Paragraph #2. I would like to know how they appeared in the original application. a3a i GJS /dsk CC: John Karell, Jr., P.E. Public Health Director Town of Patterson ECB Board X yours, co ��-� Very Q •O G 1 DEPARTMENT OF HEALTH Division Of Environmental Health Services Geneva Road, Brewster, New York 10509 (914) 278 -6130 Ernest Calcagni 60 Kensico Road Unit 7 Thornwood, NY 10594 May 28, 1992 Re: Construction Permit # P -46 -86 McManus Road Burdick Glen, Lot #11 (T) Patterson TM #73 -3 -35 Dear Mr. Calcagni: JOHN KARELL Jr., P.E., M.S. Public Health Director Based on a field inspection of the above mentioned parcel, please be advised that the _ construction permit for the well and sewage disposal system is hereby suspended for the following reasons: 1. Drainage thru the center and north portion of the lot'appears-poor:- -- The- -subdivi.sid -n plans indicate a culvert near the center of the east property line that.may be affecting the parcel. 2. The original test hole, located on the south center side of the parcel appears to -be closer to the south property line than indicated on the subdivision plat and individual site plan. If this is the case, the major portion of the sewage disposal area would be constructed in the area.of poor drainage Reinstatement of the construction permit will be considered based on the submission and review of the following information. 1. The south property line must be staked and flagged by a licensed surveyor. 2. New deep test holes (2 in the primary area and 2 in the expansion area) must.be witnessed by this Department. 3. The plans must be revised showing filling and/or drainage of the low areas of the lot. Although the lot was created prior to the enactment of the Town of Patterson's wetlarid ordinance (Local Law #189), a wetland permit from the Town of Patterson may be required. If you have any questions, please contact we at ext. 168. Very truly yours, William Hedges Sr. Public Health Sanitarian WH /JP cc: Robert Folchetti, P. E. ECB (T) Patterson BI (T) Patterson PUTNAM COUNTY DEPARTMENT OF HEALTH DIWISION OF ENVIRONMENTAL HEALTH SERVICES Date June 8, 1986 e: Property of .Exne.st CalcaKi Located at McManus Road (T) Patterson Section 73 Block 3 Lot 31 Subdivision of Burdick Glen Subdv. Lot # 11 Filed Map # Date Gentlemen: This letter is to authorize J'. R. Folchetti Assoc. a duly licensed professional engineer X or registered architect _ (Indicate to apply for a Construction Permit for a separate sewage system, to serve the above noted property in accordance - -with the- st-andards;'- -rules or regulations as promulagated by the Commissioner of the Putnam County Department of Health, and to sign.all necessary papers on my behalf in connection with this matter and to supervise the' construction of said system or systems in conformity with the provisions of Article 145 or 147, Education Law, the Public Health Law, and the Putnam County Sani- tary Code. Countersigned: Very truly yours, Signed (lvv: Owner of Property'' P.E. , R , # ,�� �,� 9" •� • � Address s s �. %0 ddress V .Town Q p ; Tel' one Telephone v' ,A -A WC TRANSMITTAL # 5 Putnam County Health Department Date: july 16, 198 fi County Office Building- job #: Two County Center Carmel, NY 10512 Attn: Mike Budzinski S%I:Lbi ect Burdick Glen Lot No -11 The following items are here."ith transmitted: Attached Separate Cover D Delivered ITEM COPIES DESCRIPTION 2 1 Letter of Authorization — 3 1 Design Data Sheet -4 -3--- ---Drawings-SSDS-Dgs,ign--,-------*-'* 5 2 House Plans For: 0 Approval Use F,-.2marks: Review and Comment As Requested J, CC: File Si V , Robert Fo*lchetti & Assoibj4t�s. 11; 0, Box 374 t'. A 1,1-ewster, NY 10509-0297 Record Other Telephone # (914) 279-3155 279-3346 TO J.R. FOLCHETTI ASSOCIATES Environmental Engineers P.O. Box 374 BREWSTER, NEW YORK 10509 (914) 279 -3346 Putnam County Health Department 110 Old Route 6 Center - Bldg. #3 Carmel, New York 10512 LIEUTE12 0[F UORMSEDUML DATE /2189 JOB NO. ATTENTION RE: Ernest Calcagni 1 1 Construction Permit - #P -46 -86 1 WE ARE SENDING YOU ❑ Attached ❑. Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 1 1 Construction Permit - #P -46 -86 1 2 ✓: Construction Permit Renewal Application 1 3 Application to Construct a Water Well = c THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections 19 • Resubmit copies for approval • Submit copies for distribution • Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO Pi 1 e SIGNED: PRMIMAM r'.--7t.,. a.... u— n—, If enclosures are not as noted, kindly notify u ton /� "/,, 6&', . (C Gam-- 1 PUTNAM COUN'T'Y DEPARTMERr OF HEALTH - DIVISION OF ENVIRONMENTAL HEALTH SERVICES INDIVIDUAL WATER SUPPLY & SUBSURFACE S30.GE DISPOSAL SYSTEMS ') It-) REVIEWED: -1 Ca 1, (Name of er) COMMENTS REVIEW SHEET - CONSTRUCTION PERMIT D ATE BY: (Street Location) YES NO DOCLR4R S Permit Application Corporate Resolution Plans - Three sets Engineers Authorization Design Data Sheet (DDS) Deep Hole Log Consistent Perc Results (3) 30" Perc Hole Other 0 33 3(�� l� House Plans - Two sets ' If PWS - Letter Variance Request REQUIRED DETAILS ON PLANS Sewage System Plan Sewage System Hydraulic Profile - Gravity Flow Fill Profile & Dimensions.- Volume D or J Box;Trench /Gallery; Pump pit details Septic Tank - Size, Detail Well Detail, Service Line if over Construction Notes -- -- -= - Design - Data -.. - Two -Foot Contours Existing & Proposed Driveway & Slopes Cut Footing /Gutter Curtain Drains Perc & Deep Holes Located Representative of Sewage & Expansion Area Expansion Area;shown;gravity flow,suff. size If Pumped Pit & D Box Shawn & Detailed House - No. of Bedrooms Wells & SSDS's w /in 200 ft. of Property Located Property Metes & Bounds House Setback Necessary (Tight lot) House Sewer - 1 /4 " /ft. 4 "0; Type pipe No Bends; Max. Bends 45° w /cleanout SEPARATION DISTANCES SPECIFIED ON PLAN l' Fields 10' to P.L., Driveway, Large Trees 20' to Foundation Walls 100' to Well; 200' in D.L.O.D, 150' pits 100' to Stream, Watercourse, Lake (inc. expan) 15' to Drains- Cbrtain,Storm,Leader,Footing 25' to Catch Basin 10' to Water Line (pits -201) Septic Tanks 10' fram Foundation 50' to Well 15' Well to PL GENERAL Legal Subdivision Subdivision Approval Checked Ex- approval SSDS Adj. Lots Checked Wetland (Town /DEC Permit R & D) Data On DDS Plans & Permit Same K. DEPARTMENT OF HEALTH Division of Environmental Health Services TWO COUNTY CENTER - CARMEL, N.Y. 10512 (914) 225 -3641 APPLICATION TO CONSTRUCT A WATER WELL P*Z PCHD PERMIT # WELL LOCATION Street Address Town/Village/City Tax Grid Number r13— 3 - MS'— WELL OWNER Name Mailing Address a �' ®Private O Public USE OF WELL 1 - primary 2 - secondary ® RESIDENTIAL (3 BUSINESS 13 INDUSTRIAL O PUBLIC SUPPLY Q AIR /COND /HEAT PUMP O FARM O TEST /OBSERVATION O INSTITUTIONAL O STAND -BY ® ABANDONED O OTHER (specify AMOUNT OF USE YIELD SOUGHT _gpm /# PEOPLE SERVED_ /EST. OF DAILY USAGE�gal REASON FOR DRILLING NNEW SUPPLY O PROVIDE ADDITIONAL SUPPLY OREPLACE EXISTING SUPPLY ®DEEPEN EXISTING WELL O TEST OBSERVATION DETAILED REASON FOR DRILLING WELL TYPE IDDRILLED DRIVEN ®DUG OGRAVEL ®OTHER IS WELL SITE SUBJECT TO FLOODING? YES 7( NO IF WELL IS LOCATED IN A REALTY SUBDIVISION, NAME OF SUBDIVISION: Lot No. 1 WATER WELL CONTRACTOR: Name ,L /r�rr-�4e= Address: IS PUBLIC WATER SUPPLY AVAILABLE TO SITE: YES 1C NO NAME OF PUBLIC WATER SUPPLY: TOWN /VIL /CITY DISTANCE TO PROPERTY FROM NEAREST WATER MAIN: '? �C)o LOCATION SKETCH & SOURCES OF CONTAMINATION PROVIDED 6 []ON REAR OF THIS APPLICATION !02N ;EPARAIE S zl 9 (date) ignature) PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above is granted under the provisions of 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 s.hall: 1. Pump the well until the water is clear. 2. Disinfect the well in accordance with the requirements of the Putnam County Health Department attached to this permit. 3. Submit a Well Completion Report on a form provided the Putnam County Health Department. Date of Issue: 19 Date of Expiration: 1g ermit sluing c Permit is Non - Transferrable White cop: H.D. File Yellow copy: Building Inspector Pink Copy: Owner 2/87 Orange copy: Well Driller # John M. Simmons, M.D. PUTNAM COUNTY HEALTH DEPARTMENT DIVISION OF ENVIRONMENTAL HEALTH SERVICES Deputy Ccmmissioner of Health - FIELD ACTIVITY REPORT - Sheet of / INSPECTION NAME Orig. Routine Orig. Complain ADDRESS 4. '::>/ s Orig. Request No. Str6et Town TH No. _ Compliance _ Canplaint Comp MAILING ADDRESS G ��'� Final P.O. Box Post.Office Zip Code Group Illness Construction TELEPHONE Reinspection PERSON IN CHARGE Field, Sampling Only OR INTERVIEWED Field Conference Name and Title Other DATE TYPE FACILITY TIME ARRIVED /'���~ 7 TIME LEFT Explain FINDINGS: r7n �� -/p � ._.Ci (e+_.s.J !� �-- ta��'O �'_� �`� INSPECTOR:. TELEPHONE: Signature and Title PERSON IN CHARGE OR INTERVIE�n1ED: I acknowledge this Field Activity Report. SIGNATURE: 6/86 TITLE: DEPARTMENT OF HEALTH,. RENEWAL Division of Environmental Health Services PERMIT # 110 OLD ROUTE SIX CENTER;.CARMEL, N.Y. 10512 (914) 225 -0310 APPLICATION TO CONSTRUCT A WATER WELL ��. PCHD PERMIT WELL LOCATION Street Address Town 'Tax Grid Number McManus Road Patterson 73 -3 -35 WELL OWNER Name Ernest Calca Mailing Address ni P.O. Box 240 ®Private Thornwood NY 10594 0Public USE OF WELL 1,- primary 2.- secondary ® RESIDENTIAL. D BUSINESS ® INDUSTRIAL ® PUBLIC SUPPLY 0 FARM d INSTITUTIONAL ❑ AIR /COND /HEAT PUMP . O ABANDONED 0 TEST /OBSERVATION 0 OTHER (specify, 0 STAND -BY O AMOUNT OF USE YIELD SOUGHT 5 gpm /# PEOPLE SERVED g /EST. OF DAILY USAGE 450 gal E3 REPLACE EXISTING SUPPLY 0 TEST /OBSERVATION 13. ADDITIONAL SUPPLY 0 NEW SUPPLY NEW DWELLING ® DEEPEN EXISTING WELL REASON FOR DRILLING DETAILED REASON FOR DRILLING Domestic Water Su�p 1y WELL TYPE [% DRILLED IDDRIVEN ®DUG ®GRAVEL .. OTHER IS WELL SITE.SUBJECT TO FLOODING? YES X NO IF WELL IS LOCATED IN A REALTY SUBDIVISION, NAME OF SUBDIVISION: Burdick 'Glen Lot No. . 11 Not Yet Determined__._ ..__. _ -- _. Address_: - . .WATER .WELL CONTRACTOR; --_ Name--- - - - - -- ------ - - - - -- -. -. _ _ - - IS PUBLIC-WATER SUPPLY AVAILABLE TO SITE: YES X NO NAME OF PUBLIC WATER SUPPLY: N/A TOWN /VIL /CITY DISTANCE TO PROPERTY FROM NEAREST WATER MAIN: y 500' _LOCATION SKETCH & SOURCES OF CONTAMINATION PROVIDED ® ON SEPARATE SHEET�Y date ,(signature) PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above is granted under the provisions of 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 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 attached to this permit. 3. Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant any and all water or waste products from such well property and in such a manner as not to degrade or Date of Issue: f 19 1/ I Date of Expiration _ 19� i Permit is Non - Transferrable White 3/89 Yello, shall dri e rmit copy: W copy take appropriate action to assure that perations be contained on this w se contamin t surface or groundwater. Issuing Official HD File Pink copy: Owner Bldg. Insp. Orange copy: Well Driller John M. Si mions, M.D. PUTNAM COUNTY HEALTH DEPART DIVISION OF ENVIRONMENTAL HEALTH SERVICES Deputy Commissioner of Health - FIELD ACTIVITY REPORT - Sheet of INSPECTION NAME G /j i r Orig. Routine . n ADDRESS � D �, o� �i brig. Request 0 No. Street Town - TM No. Compliance MAILING ADDRESS 7S P.O. Box Post Office Zip Code r4D+ - M, mal PERSON IN CHARGE OR INTERVIEWED and Title DATE TYPE FACILITY TIME ARRIVED FINDINGS: TIME LEFT Canplaint Camp Final Group Illness Construction Rein spection Field, Sampling Only Field Conference Other Explain , INSPECTOR: TELEPHONE: Signature and Title PERSON IN CHARGE OR INTERVIEWED: I acknowledge this Field Activity Report. SIGNATURE: 6/86 TITLE: - }I •V 01 -cr9 JOHN GIARDIELLO, P.E. RD2 VALLEY LANE CORTLANDT MANOR, NY 10566 (914) 739 -4296 February 13, 1995 Mr. Ted Kozlowski Environmental Conservation Inspector Town of Patterson Town Hall Routes 164 & 311 Patterson, NY 12563 RE: Property of Ernest Calcagni Tax Map 73, Block 3, Lot 35 McManus Road Burdick Glen Subdivision, Lot 11 Dear Mr Kozlowski: I have been retained by Mr. Calcagni to determine the steps that need to be taken to obtain a Building Permit reapproval for the above referenced property. Mr. Calcagni was issued Building Permit A 893, on 10/20/86 and subsequent renewals 9/5/89, 9/19/90 and 9/9/91 to construct a residence on this property. On May 28, 1992 the construction permit, # P -46 -86 that Mr. Calcagni had in his possession was suspended by the Putnam County Department.of Health due to the mislocation of a soil test hole approved by the Putnam County Department of Health and the concern with drainage discharging from a Town's culvert pipe onto the above referenced property. Mr. Calcagni is prepared to address these items with the Department of Health. It has been brought to my attention that the Town is now requiring Mr. Calcagni to obtain a wetlands approval. I have thoroughly read the Wetlands and Watercourses section 154 -15 of the Patterson Code and have determined that this section is not applicable to my client's lot. The Code explicitly states under Item I, Effective Date, "This section shall take effect upon the appointment of an Environmental Conservation Inspector and shall affect all applications before the Planning Board which have not received preliminary subdivision approval or site plan approval as of the effective date of this section." The Burdick Glen Subdivision Plat, from which my client's lot is part of, was Oil- given final approval by the Patterson Planning Board on December 5, 1985 and filed with the Putnam County Clerk on January 24, 1986. This plat must have undergone SEQRA review for which all environmental issues were addressed at that time. I am confused as to what section of the Town Code requires Mr. Calcagni to pursue a wetlands approval. Please provide to me in writing what section of the Town Code requires Mr. Calcagni to obtain a wetlands approval. Due to the fact that my client has spent a great deal of time and money in pursuit of his right to build upon this lot, your immediate reply to this letter is appreciated. cc: Town Supervisor John Calbo, Building Inspector Bill Hedges, Putnam County Health Department Ernest Calcagni Very truly yours, John Giardiello, P.E. SUPERVISOR '`Michael Griffin (914) 878 -6564 TOWN COUNSEL Curtiss; Leibell, & Shilling (914) 225 -5598 Fax 225 -5946 ROUTES 164 & 311 PATTERSON, NEW YORK 12563 Mr. John Giardiello, P.E. RD 2 Valley Lane Cortlandt Manor, NY 10566 Re: Property of E. Calcagni Dear Mr. Giardiello: TOWN BOARD Joseph Dirks Ernest Kassay Raymond O'Neil I John Owen TOWN CLERK Rose Beers (914) 878— 6500 Fax (914) 878 -6343 Mar. 13, 1995 I have .received your letter- dated. February _ 13, -1995 regarding your _ client, Mr. Ernest Calcagni, and his situation on McManus Road in Patterson. While I can understand your client's frustrations and your concerns 'regarding his lot, I respectfully disagree with your assessment of the situation.. Mr. Calcagni was informed nearly two years ago by myself and the. former Highway Superintendent, Mr. Bill Burdick, of the site limitations and the wetland permit requirement, among other issues: Furthermore, I believe that your interpretation of the wetland code is incorrect. Mr. Calcagni.is not in the process of applying for a subdivision or site plan approval as you indicate. It was already obtained as you noted. Your client will be required to obtain a Town Wetland /Watercourse Permit for any disturbance within the wetland or buffer area which includes filling, grading and construction activities as defined in section C(2)(a),(b),(c) and (i) of the Town Wetland Code 154 -15. Since his property has regulated wetland on it he must obtain a wetland permit if his activities are within 100 feet of the wetland. This is not a question of site plan approval or subdividing of property as you infer. I wish to inform you, as I have informed your client, that before you seek a wetland permit from the Town of Patterson, you should discuss this site with the Putnam County Health Department and the New York City Department of Environmental Protection. e y'f Mr. J. Giardiello, P.E. Re: Property of E. Calcagni Feb. 27, 1995 Page two As you know, both agencies have approval authority for septic design,-and the site. in question does have some environmental constraints. The input of these agencies will be of great importance in obtaining Town Building, Wetland, and Fill Permits. Please do not hesitate to contact me if you have any further questions. Sincerely, Ted Kozlowski Environmental Conservation Inspector cc: Town Board Town Attorney Town Engineer. Planning Board Building Inspector ECC r Highway Superintendent .! Putnam County Health Dept. N.Y.C.D.E.P. J.R. FOLCHETTI ASSOCIATES Environmental Engineers 98 Mill Plain .W. P.O. Box 374 Danbury, CT 06811 Brewster, NY. 10509 (203) 790 -6445 (914) 279 -3346 FAX. (203) 792.2092 TO Putnam County 'Health Department 110 Old Route 6 Center, Bldg. #3 Carmel, NY 10512 > WE ARE SENDING YOU ® Attached. ❑ Under separ- -ate .cover via_ ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order -❑ LFEcTUIE12 @F MQ ROOM OcTt, DATE August 13, 1991 _ > JOB, NO: `• ' - i ATTENTION '•` RE: :Ernest ... - Calca'"rni, Burdick Glen -- Lot Renewal._for Permit #P- 46 -.86 1 2 Application to Construct a Water Well -- Renewal for the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION l 1 Construction Permit for Sewage Disposal System- - Renewal._for Permit #P- 46 -.86 1 2 Application to Construct a Water Well -- Renewal for Permit #P -4 -86 COPY TO File PRODUCT 2402 B Inc., crofm, Man 01471. THESE ARE TRANSMITTED as checked ❑ For approval ❑ For your use > ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS below. ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ 19 ❑ ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected 'prints. PRINTS RETURNED AFTER LOAN TO US COPY TO File PRODUCT 2402 B Inc., crofm, Man 01471. SIGNED: It enclosures are not as noted, kindly notify us at ` e. Gregory L. Folchetti DEPARTMENT OF HEALTH Division Of Environmental Health Services Geneva Road, Brewster, New York 10509 (914) 278 -6130 May 28, 1992 Ernest Calcagni 60 Kensico Road Unit 7 Thornwood, NY 10594 Re: Construction Permit # P -46 -86 McManus Road Burdick Glen, Lot #11 (T) Patterson TM #73 -3 -35 Dear Mr. Calcagni: JOHN KARELL Jr., P.E., M.S. Public Health Director Based on a field inspection of the above mentioned parcel, please be advised that the construction permit for the well and sewage disposal system is hereby suspended for the following reasons: 1. Drainage thru. -the center _and -north portion -of- .the -lot- appears poor- The- subdivision.plans .. indicate a culvert near the center of the east property line that may be affecting the parcel. 2. The original test hole, located on the south center side of the parcel appears to be closer to the south property line than indicated on the subdivision plat and individual site plan. If this is the case, the major portion of the sewage disposal area would be constructed in the area of poor drainage Reinstatement of the construction permit will be considered based on the submission and review of the following information. 1. The south property line must be staked and flagged by a licensed surveyor. 2. New deep test holes (2 in the primary area and 2 in the expansion area) must be witnessed by this Department. 3. The plans must be revised showing filling and /or drainage of the low areas of the lot. Although the lot was created prior to the enactment of the Town of Patterson's wetland ordinance (Local Law #189), a wetland permit from the Town of Patterson may be required. If you have any questions, please contact me at ext. 168. Very truly yours, William Hedges Sr. Public Health Sanitarian WH /j P cc: Robert Folchett i, P. E. ECB (T) Patterson BI (T) Patterson DIVISION OF ENVIRCNMENTAL HEALTH SERVICES DESIGN DATA SHEET- SUBSUFACE SEWAGE DISPOSAL SYSTEM FILE NO. Owner Address Located at`(Street) Sec.. Block Lot (indicate nearest cross street) [Municipality fa Watershed Date of Pre- Soaking Date of Percolation Test BOLE NUMBER CLOCK TIME PERCOLATION PERCOLATION Run Elapse Depth to Water Fran Water Level No. Time Ground Surface In Inches Soil Rate Start -Stop Min. Start Stop Drop In Min/In Drop Inches Inches .Inches 1 2. 3 4 5 4 5 NOTES: 1. Tests to be repeated' at same depth until approximately equal soil rates are obtained at each percolation test hole. All data to*be submitted for review. 2. Depth measurements to be made from top of hole. rev. 9/85 TEST PIT DATA REQUIRED TO BE. SUBMITTED WITH APPLICATION DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES DEPTH HOLE NO. HOLE NO. r HOLE NO. G.L. 1' 2' 3' 4' 5' 6' 7' s.' 9' �'DU m 3 Lod -+e 6— (O It )(se S, -7 e Iv r W` o� -e 14' INDICATE LEVEL AT WHICH GROUNDWATER IS ENCOUNTERED INDICATE LEVEL TO WHICH DATER LEVEL RISES AFTER BEING ENCOUNTERED DEEP HOLE OBSERVATIONS MADE BY: r"(. DATE: DESIGN Soil Rate Used Min /1" Drop: S.D. Usable Area Provided No. of Bedrocros Septic Tank Capacity gals. Type Absorption Area Provided By. L.F. x 24" width trench Other Name Signature Address Ste' THIS SPACE FOR USE BY HEALTH DEPARTMENT ONLY: Soil Rate Approved sq.ft /gal. Checked by Date V 6 ZON v j O J C � � v •5 3 � ` 0 N52a35 09 "E Pin found O. /'S, 0.2E O 0 b 64I (12J Pin set 257.82 WFo Pin set WF o V � WFo WFo WFo WFo l 1 WFo { Wo 3 (see note 'J 0 0 0 Z1B °C.M.P. 0.5,h? \� Pin lotnd WFo Pipe set '�= _ Stream 549°000O "W Pin found on rouge 2 4 in to road n �D Z N �\ c �o WF � F_ H — � O n N WF m � Qis WFo �\n � N N WFO 309.95, WFo Pin found b� SURVEY OF PROPERTY PREPARED FOR ERNEST CALCAGN/ SYTUATE /N ME TOWN OF RATTERSON PUTNAM COUNTY NEW YORK SCALE lin= 40 ft. FEBRUARY 22, 1995 We hereby certify that the survey shown hereon was completed by us on February 22, 1995 that this mop was completed on February 23, 1995 and that this survey has been prepared in accordance with the existing Code of Practice for Land Surveys as adopted by fie New York State Association of Professional Land Surveyor4 Inc. BADEY 8 WATSON 10 Area = /. 020 Acres No tes 1. COPYRIGHT %995° by BADEY B WATSON, Surveying & Engineering, P. 0. A// Rights Reserved. Unauthorized duplication Is o vfolotion of applicable lows. 2. Unouthor/zed alteration or addition to a survey mop prepared by o licensed land surveyor Is a, violation of Section 7209 , Sub— Dlvlslon 2 This map was prepared for the exclusive of the New York State Education Low. use of and is certified only to : .I All certiAcations are valid for this map and copies thereof only if sold ERNEST CALCAGN! map or copies bear the embossed seal of the surveyor otiose signature appears hereon. 4. If underground improvementsA, easements, or encroachments exist and are not visible during normal held survey operob'ons or ore not described ' In instruments mode known to these surveyors, they will not be shown on this survey mop. 5 This property may be affected by instruments which have not been made known to these surveyors. Users of this mop should ierify title with competent title examiners 6. The "premises shown hereon is Lot No. N as shown on that certain mop entitled Subdivision Plot of Burdick Glen..., " which was filed in the Putnam County Oerks Office on January 24, 1986 as Mop No. 21G. . /1 T 7 ( WFo J Represents a wetland flag as located on February '22, 1995. Pin found on rouge 2 4 in to road n �D Z N �\ c �o WF � F_ H — � O n N WF m � Qis WFo �\n � N N WFO 309.95, WFo Pin found b� SURVEY OF PROPERTY PREPARED FOR ERNEST CALCAGN/ SYTUATE /N ME TOWN OF RATTERSON PUTNAM COUNTY NEW YORK SCALE lin= 40 ft. FEBRUARY 22, 1995 We hereby certify that the survey shown hereon was completed by us on February 22, 1995 that this mop was completed on February 23, 1995 and that this survey has been prepared in accordance with the existing Code of Practice for Land Surveys as adopted by fie New York State Association of Professional Land Surveyor4 Inc. BADEY 8 WATSON D• :� /J V p-, April 8, 1996 Kurt Schollmeyer, P. E. Badey- & Watson New York City . Route 9 Department of Cold S rin Environmental p g, New York 10516 Protection Re: E. Calcagni Proposed Septic - Bureau of Water Supply &Wastewater Patterson, Putnam County S Collection Project Log 3012 Dear Mr. Schollmeyer: Sources Division (914) 742 -2002 Sincerely, Margaret Lloyd Senior Environmental cc: Patterson Planning Board Putnam County Department of Health C: \DATA\1v1IS1C\CCAGNI3 . W PD Printed on recycled paper The sketch submitted.via facsimile.on March 13, 1996 has-been reviewed according to your request. Grading, as shown on the sketch, will provide a channel to direct water from the wetland near the road to the stream on. the 465 Columbus Ave. southern boundary of the property. A pipe has been proposed to reduce.the `. Valhalla, New York 10595- distance required from the absorption area to. the stream from: 100 feet to 50 1.336, feet. The- wetland flagging shown -on. the - drawing' has been- connected -to form - -a" :— -- - MARILYN GELBER Commis Commissioner wetland boundary on the_ lot. The 100 -foot setback from the wetland has been maintained, but the proposed grading would be within the set back area... It appears that the wetland and any wetlands associated with streams would , come under the jurisdiction of the Town of Patterson. This Department will consider the grading and pipe option only if the Town approves the wetland delineation. Robert P. Lemieux First Deputy commissioner/ Full size drawings including the sewage absorption area and the proposed Acting Director grading /piping should be submitted with a copy of the Town's determination. Any questions concerning the review of this project may be directed to me at. 914- 742 -2033. Sincerely, Margaret Lloyd Senior Environmental cc: Patterson Planning Board Putnam County Department of Health C: \DATA\1v1IS1C\CCAGNI3 . W PD Printed on recycled paper 79,�l �orrl i SUPERVISOR Michael Griffm (914) 878.6564 TOWN COUNSEL Curtiss, Lei;ell, & Shilling Tel. (914) 225-5598 Far (914) 225-5946 ROUTES 164 tit 311 PATTERSON, NEW YORK 12563 Mr. Ernest Calcagni 20 Kensington Ave. Tbornwood, New York 10594 Dear Mr. Calcagni: Octobers 8, 1996 TOWN BOARD Joseph Dirks &nest Kassay Raymond O' Neill Martin Power TOWN CLERK Rose Beers Tel. (914) 879-6500 Far (914) 879-6343 After discussions with the Planning Board and the N.Y.C.D.E.P. regarding your Town Wedand Permit application, please try to address the fallowing issues on your applicai prior to the November 7th Public Hearing: 1. Discuss your septic layout with your engineer to determine if it can be reconfigure be as far away as possible from the wetland. If this can be done, revise the plan accordingly, and send a copy to me. 2. Submit a copy of the site plan with the wetland delineation dated 7/19196 to Ms. Margaret Lloyd of the N.Y.C.D.E.P. for - approval.. Be sure to send -her a revised p - -- if your engineer can change the septic layout. 3. Have the Putnam County Health Dept. approve and sign your septic design that is submitted with this, application. 4. Discuss the functions of the wetland and how your project will affect the wetland with the person who delineated the wetland boundaries so that you can be prepared for any questions that may arise at the Public Hearing. It is best to have him submit his comments in writing. -t�a P�5k �tt1 The purpose of this request is to allow you to be better prepared for the Hearing and to expedite the approval process for this project. Please contact me if you have any questions on this matter. Sine /e'rel Ted Ko y, Environmental Conservation Inspector CC., Planning Board ECC Town Engineer