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DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 13. -2 -6 BOX 4 I! re .j , ly ikc 00119 6 .9 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES CERTIFICATE OF CONSTRUCTION COMPLIANCE FO ATMENT SYSTEM PCHD CONSTRUCTION PERMIT # -� Located at 9 G` �} F,04. 161C Plf ! & Owner /Applicant Name'��' Formerly Mailing Address Date Construction Permit Issued by PCHD Town or Village Tax Map Block Lot Subdivision Name Subd. Lot # k�� ,y �� �/ Address Separate Sewerage System built by (i/��1� % i�'.�� �l' l y ,l Zip Consisting of Q Gallon Septic Tank and 12, J' 47 4 Z _ Y dYIiZK d5 & Alk . Other Requirements: j . c than 20 mg/L of sodium should not be used fdr ran Ling 15y people or, severe !y restricted so claim diets. a er containing Water Supply: moM$W-Mly off sodium should not be useAddtaople on moderately restricted sodium diets- TAM COUNTY DEPT. OF HEALTH or: Private Supply Drilled by M M Address �� Building Type Has erosion control been completed? Number of Bedrooms Has garbage grinder been installed? �® 9 I'certify that the system(s), as listed, serving the above built plans (copies of which are attached), in o plans and the standards, rules and regula Date: constructed essentially as shown on the as- d PCHD Construction Permit and approved Department of Health. t7lrc P.E. R.A. Tonal) —7Z fZ License # Any person occupying premises served by the above system(s) shall promptly take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewage treatment system shall become null and void as soon as a public sanitary sewer becomes available and the approval of the private water supply shall become null and void when a public water supply becomes available. Such approvals are subject to modification or change when, in the judgment of the Public Health Director, such revocatio , dificati r change is necessary. By: < Title: rV Date: 1 White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional �, Form CC -97 i W From: Theo I-o: PCDOH 18 November, 1999 Date: 11/18/99 Time: 12:46:58 PM COMPREHENSIVE ENGINEERING Dr. Angelo J. Skalafnris, P.E.: President Putnam County Department of Health Attn: Theresa 4 Geneva Road Brewster NY 10509 Via Fax: 278 7921 Ref Mr. & Mrs. Peter Pace SSTS Caroline Drive Lot 4 TM# 13 -2 -4 This letter is to authorize, Mr. Peter or Mrs. Yolanda Pace to receive directly, any and all necessary certificates and official papers concerning their property cited above. ENGINEERING 115 Forster Avenue Mt. Vemom New York, 10552 -2316 Tel: 914/668 -9108, Fax @ 2370 4887 Road Email:cogmmte @earthlink.net FACTORY 475 East Farmersville New Holland PA. 17557 Tel: 717/354 3105 Fax Q Page 1 of 1 a' PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES GUARANTEE OF SUBS FACE SEWAGE TREATMENT SYSTEM Owner or Purchaser of uilding,_ Tax Map Block Lot e� 410 (ISD in Building Constructed by Town/Village 1) Location - Street Subdivision Name s• M le 10m; lu cl 0. 11/6 Building Ty Subdivision Lot # I represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewage treatment system serving the above - described property, and that is has been constructed as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs or assigns, to place in good operating condition any part of said system constructed by me which fails to operate for a period of two years immediately following the date of approval of the "Certificate of Construction Compliance" for the sewage treatment system, or any repairs made by me to such system, except where the failure to operate properly is caused by the willful or negligent act of the occupant of the building utilizing the system. The undersigned further agrees to accept as conclusive the determination of the Public Health Director of the Putnam 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 of the building utilizing the system. F Dated: Month - Day Year Signature: �. U 40, Title: General Contractor Owner) - Signature Corporation Name (if corporation) Address: State Zip Corporation Name (if corporation) Address: State Zip Form GS -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION, OF ENVIRONMENTAL HEALTH SERVICES WELL COMPLETION REPORT Well Location Street Address: Ca 1 - ,® rift Town/Village: f �� f °4 P1 Tax Grid # Map Block Lot(s) Well Owner: Name: Address: k 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 X Compressed air percussion Other (specify) Well Type Screened Open end casing Open hole in bedrock _ Other Casing Details Total length ft. Length below grade ,20 ft. Diameter Tin. Weight per foot _7Ib /ft. Materials: VSteel _ Plastic _ Other Joints: _ Welded Threaded _ Other Seal: _ Cement grout Beritonite —Other Drive shoe: Yes No Liner Yes No Screen Details Diameter (in) Slot Size Length(ft) Depth to Screen (ft) Developed? First Yes No Hours Second Well Yield Test _ Bailed _Pumped Compressed Air Hours _ Yield �6 gpm Depth Data Measure from land surface- static (specify ft) If°ire. L During yield test(ft) Depth of completed well in feet J o 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 r rj If yield was tested at different depths during drilling, list: Feet Gallons Per Minute Pump /Storage Tank Information Pump Type Capacity Depth Model Voltage HP Tank Type Volume Date Well Complete/d� Putnam County Certification No. Date of R eport Well Driller (signature) NOT Em At location of well with distances to at least two permaneof landnArks to be provided on a separ a sheet/plan. Well Driller's Name �,'�' �' Address: Signature: Date: f White copy: HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WC -97 N d � f'1 f l � d z � c� ° o uVUKr uuw PUMP PIT 2 "0 PVC FORCED MAIN 6 z —x-17 E� 4" DIA, PVC, SCALE: 1 " = 20' 26" OAK 106, END CAPS —�F�_ UL---4 O---J TOP OF FILL PAD 100% EXPANSI ❑N LIMITS OF FILL PAD gcP���IY m 3 D a F- Water an Water co drinking I more that restricted A B 1 34,5 85.0 2 66.0 99.3 3 93.0 66.2 4 1 '>0-, 5. 2 3, 0 SWING TIES SCALE: 1 " = 20' 26" OAK 106, END CAPS —�F�_ UL---4 O---J TOP OF FILL PAD 100% EXPANSI ❑N LIMITS OF FILL PAD gcP���IY m 3 D a F- Water an Water co drinking I more that restricted I SCALE: 1 " = 20' From: Angelo SkalaAuis To: Robert Morris Date: 1122/99 Time: 12:00:50 PM Page 2 of 4 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner Mr. &Mrs. Peter Pace Address Caroline Drive Located at (Street) Off Route 311 near 164 IntersectionTax Map Sect. 12 Block 2 Lot -4 (indicate nearest cross street) Municipality PATTERSON N.Y. Watershed NEW YORK CITY SOIL PERCOLATION TEST DATA Date of Pre- soaking 22 DEC 1998 Date of Percolation Test 23 DEC 1998 Hole No. Run No.. Time Start - Stop (Stop Watch) :h:m:s Elapse Time (Min) Depth to Water From Ground Surface (inches) Start Stop Water Level Drop In Inches Percolation Rate Min/Inch A 1 00 00 00 -00 23 42 23.7 31 28 3 7.9 B 00 00 58 -00 10 58 10.0 23 21 2 5.0 C 00 05 07 -00 25 31 20.4 29 26 3 6.8 D 00 0117-00 1129 10.1 16 13 3 3.7 E 00 09 05 -00 29 07 20.04 21 18 3 6.8 A 2 00 43 00 -00 58 12 15.2 30 28 2 7.6 B 46 00 17 16-00 3158 14.7 19 16 3 4.9 C 00 33 47 -00 46 35 12.8 26 24 2 6.4 D 00 15 33 -00 22 33 7.0 18 16 2 3.5 E 00 40 07 -00 58 55 12.8 22 20 2 6.4 A 3 01 16 00-0129 15 13.25 32 28.5 2' /z 5.3 B 0143 12 -02 04 48 21.6 21 18 3 7.2 C 0152 22-0159 58 7.6 30 28 2 3.8 D 0142 44-0148 32 5.8 17 15 2 2.9 E 012012- 014148 121.3 119 17 1 3 1 7.1 NOTES: I .Tests to a repeated at same depth until approxunnate y equal perco atton rates are obtained at each percolation test hole. (i.e. s 1 nun for 1 -30 min/inch, s 2 mm for 31 -60 min/inch) All data to be submitted for review. !.Depth measurements to be made from top of hole. Fonn DD -97 TEST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN.TEST HOLES From: Angelo Skalafuris To: Robert Morris Date: 1/22/99 Time: 12:00:50 PM Page 3 of 4 DEPTH HOLE NO. &a D&E HOLE NO. HOLE NO. G.L. R.O.B. FILL 0.5' R.O.B. FILL 1.0' R.O.B. FILL 1.5' R.O.B. FILL 2.0' R.O.B. FILL 2.5' R.O.B. FILL 3.0' R.O.B. FILL 3.5' 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 8.5' 9.0' 9.5' 10.0' Indicate level at which groundwater is encountered NONE Indicate level at which mottling is observed NONE Indicate level to which water level rises after being encountered hQU Deep hole observations made by: Dr. Angelo J. Skalafuris P.E. Design Professional Name: Dr. Anglo J. Skalafuris P.E. Date 23 December 1998 Address: COMPREHENSIVE ENGINEERING. 115 FORSTER AVENUE. MT. VERNON N.Y. 10552 -2316: Tel: 914/6689108 Fax na. 2370 Signature: Dr. Angelo J. Skalafuris P.E. Design Professional's Seal Ac. COMPREHENSIVE ENGINEERING Dr. Angelo J. Skalafuris, P.E. President 19 August, 1998 PUTNAM COUNTY DEPARTMENT OF HEALTH MR. ROBERT MORRIS 4 GENEVA ROAD ON RT. 312 @ US 84 BREWSTER NY 10509 REF: LOT #4, CAROLINE DRIVE APPLICATION OF MR. PETER V PACE Dear Mr. Morris Kindly find enclosed drawing with construction details of over flow tank to be installed at the above cited property. I would remain grateful to you for its review and consequent approval of drawings sent to you a few weeks ago Sincerely Engineering 115 Forster Ave. Mt. Vernon NY 10552 -2316 Tel : 914/668 -9108. Fax @ 2370 cogenerate @fcc.net Factory 465 E. Farmersville Rd. New Holland PA 7557 717/354 -3105 Fax: @ 4887 1404 r.✓ • For Liqulds s� • Maximum Pressure: 125 psi Automatically removes air and gases from hoi and cold water tanks, coils, piping, and liquic Pump systems. Excellent for water softener; where it is necessary to vent air rapidly. . No, 4926K31 .. ............................NET EACH $68.71 r PVC Air "" `Release Valves • Maximum Pressure: Up to 232 psi • Maximum Temperature: 140 "F at 40 psi Dual purpose units evac. uate air present in pipe linos and release vacuum, Completely corrosion - resistant, the valves have a u PVC body and ethylene pro - pylene rubber (EPM) piston and seals. PVC is inert and will not change the taste or smell of drinkable products. Valves may be serviced while installed in line. Connection: Female pipe threads. - Air Vents Efficiently remove air from steam and liquid lines. A vacuum check seals the system when pressure drops, preventing air from seeping back in. Vent for liquids has a float that opens when al: accumulates. Units for steam have a float and thermostatic construction that prevents escape of steam and water. Construction is brass. Connections: Combination 3/4" male and 3/e" female pipe threads. Low Pressure • For Steam • Maximum Pressure: 15 psi Use at the end of steam mains, tops of risers, and similar locations on vapor and one -pipe vacuum systems. Use where venting does not .exceed one cfm at 5 psi. 'No. 4926K21 ........ ............................... ............................NET EACH $49.14 I Working Pipe Pressure Size Q 68 "F, PSI 4. " ............... 232 ........ 11/4 " ...............15 0 ........ 2" .......:..........15 0 ........ A Millie I i ,ors ;w No. NET EACH 4851 SK91 .... $74.75 .....48515 K 92 ....104.20 4851 SK93 ,...144.59 • For Steam • Maximum Pressure: 125 psi Use on steam pressure vessels and systems. Capable of expelling large volumes of air without passage of water or steam. No. 49261(11 ...........NET EACH $109.19 Pushbutton Air Valves • Maximum Air Pressure: 150 psi Just the ticket where intermittent, manually •:r =3. controlled blasts of air are needed. - Press knob on stem to J open and release to close. Great for process- ing operations and test Setups. Body is nickel - plated brass with stainless steel spring and Buna -N 0- rings. Discharge rate is 25 -30 cfm at 100 psi pressure drop. Connections: 1W female pipe threads. INLINE —For mounting directly in line. PANEL MOUNT —Has two lock nuts on stem for mounting on panel up to 1 1rs" thick. Style No. NET EACH Inline ........ .........................4626K1 ........$79.39 Panel ...... ...........................4626 K2 ........ 83.69 Air Eliminator,, Model Mo-rA.I A Automatically vent air to elimins!• w pockets that can reduce system of c—,# ! Use for hot water heating and other %17w ,• where water and other liquids are ut.r I. heating or cooling: mains, pipe lines :a— unit heaters, chillers, radiant panels, cn� tors, and coils. MODEL A —Made of brass with a rw,.4.• spring and neoprene valve seat that rttw6 i oil and antifreeze. Mount vertically. Co— •4,.. i tions: Pipe threads. ' • Connection: 1 /a" female at bottom • Maximum pressure: 75 psi No. 4928K1 ........................NET EACH Sit .0 i • Connections:'/ e" female at bottom rwe, Me" female at side • Maximum pressure: 75 psi No. 4928K2 ........................NET EACH STA of • Connection: '/"" female at bottom • Maximum pressure: 150 psi No. 4928K3.; ...................... NET EACH $n to • Connection: h" female and 3/4' mats combination at bottom • Maximum pressure: 150 psi No. 49281(4 ........................NET EACH Saw ; MODEL B —Body, cover, and float at.- bly are thermoplastic. Maximum te•r. ;.-.•T lure is 212 "F. Not for use with oil or od b.— additives. Install vertically. Available •:V without a built-in brass shutoff valve • Connection: 'A" male at bottom. • Maximum pressure: 90 psi Description No. NET tats With Shut off . ....................47225K63... St: to Without Shutoff ................4722SK64 .._ Ilse Cast Iron Air Release Valves A Low Capacity • Maximum Pressure: 150 psi steel internal parts. Install valves at high points of the line. Va'.n 0' • Maximum Temperature: 150 "F erate while the system is in service and under pressure. Di!-:* ••u, capacity is 6.1 cfm at 150 psi. Connections: Female pipe fart• N Get rid of smell accumulations of aft Inlet Outlet Ht. Wd. No. NET !t•:;! In hot and cold water systems. Excellent ; for Irrigation systems; may also be used 3A ••'•'•••••••••'/ e" ................ 5% e" ............ 5 "... .............. 48085K93.. Si•t'A with petroleum products and other liq- '/`. .............%... ••••••.•••••• 5s/, e........... .5..................48085K94... t: t- uids. Body is cast iron with stainless 1' " °• ° ° ° °•° /b "°•°••••••••••• 5% e" ............ 5 " .................4808SK95. 1T1 e' 1 ................. % ................. 5e/, e ............ 5 ................... 48085K96.. its ,., .. B Medium Capacity • Maximum Pressure: 300 psi all other internal parts are stainless steel for corrosion res +sr -- • Maximum Temperature: 150 "F Units should be installed at high points of the line. Discharge c ww.- fly is 18.4 cfm at 300 psi. Connections: Female pipe threads. Release larger amounts of air from liquid systems than low capacity units Inlet Outlet Ht. Wd. No. NET (,A,'* t I ... operate continuously as the air ac. '/ s" ..............' h"..... ...........5%x ............... 4% "..............480451(71 .. 114 list cumulates. 3/ 4" ..............' h"................ 51 h".......:... .41/e "..............48045K72... M 0 Body is cast iron, valve Is Buna -N, and 1" .................. h ".............. :. 5th"...... L..? ....4' /e "..............48045K73 C High Capacity • Maximum Pressure: Up to 200 psi mounted on the system at all high points and downstream from " +aai • Maximum Temperature: 150 "F points where velocity of the liquid carries the air or gas slightly t..,.— the highest point. Connections: Female pipe threads. { Heavy duty air release valves of- Max. fer high rates of discharge for use Oper. Disch. on the largest systems. Pres. Cap. Body is cast Iron, valve is Buna -N, Inlet Outlet PSI CFM Ht. Wd. No. : NET It A.ha and all other internal parts are stain- 1 "...........'h "..........150......... 98......... 9'/a "...... 93/4 "......480551(81 . 31 -) it less steel, allowing use with a wide 2 "...........'h "... .......200.........127......... 9% "...... 93/........48055K82.. 1-1 .,i range of liquids. Units should be 2 " ........... 'h " .......... 150. ........152 ......... 10'h....... 10'A....... 48055K83.. )t) q i McMASTER -CARR ), Lockable Air Shutoff, Vale Maximum Pressure: 250 psi I Maximum Temperature: 175 °F - Shut off compressed air lines rtn these economical valves— tip you meet new OSHA elan- ' and for lockout and tagout. ,r In closed position, valve stops 1 flow and exhausts downstream OSHA Manually operated valves OSHA and close with a short, one - .-h movement of the slide.. The hole for your padlock is 28" diameter. Valves have cast zinc body, acetal slide, e gals. The words Open and Closed imprinted on the valves rmation of condition. Connections: Female pipe threads Ape Size No. D '.' ................ ............................... ... ............................ 4811 S K 81 ' ................................................ ..............................4 8115 K8: Safety Shutoff OSHA Valves for Air (loses • Maximum Pressure: 250 psi c a Operation is completely automatic ... valve closes when air flow exceeds treset rate; automatically reopens ,hen air pressure Is back to normal flow after repair. Valves protect personnel from a whipping air, hose ca tuddenly disconnected fitting or severed air line. Helps rr aegulalion Section 1926.302 (b), Paragraph 7: "All hoses It' inside diameter shall have a safety device at the source :r branch tine to reduce pressure in case of hose failure. fans: Female pipe threads. Closing type Flow Rate Size CFM fa? 90 PSI No. 't ALUMINUM BODY AND DELRIN DISC 4 Maximum Temperature: 250 "F 1'e ... ............................... 48........... ........................5015K16 ... ............................... 80 ........ ...........................5015 K 11 .. ... ............................... 200........... ........................5015K15 340 .... ............................... Closing Pipe Flow Rate Size CFM (d 100 PSI No. BRASS BODY AND DELRIN DISC 4 Maximum Temperature: 175 "F ... ............................... 20........... ........................5000K72 4. ... ............................... 50.... ............................... h" ... ............................... 80........... ........................5000K82 .. ... ............................... 130........... ......................:.50001(84 1' ....... ............................... 210.... ............................... 5000 K86 i... ............................... 450........... ........................5000K88 Slide Safety Air Valves, ii • Maximum Pressure: 250 psi } • Temperature Range: ) —50" to 180 "F Turn pneumatic tools and ma- z` chines on with a push of the uide ... pull back to turn off. Great or tight spaces, because no handle Tl9CF.3X n,rning radius is e In the open position, compressed I�Ir flows freely to the tool. Moving Male/ :ne slide to the closed position Female ;auses compressed sir in the line ; x: bleed out, rendering the tool inoperative. Slide is knurled for good grip. Corrosion- resistant lhrot caIves have nickel - plated brass bodies, anodized alumir ! And Buna -N seals. ji Male /Female • Femal Pipe Threads Th Size No. NET EACH No. .................. ........................4622K51 ......$12.96 4622K3 .....4622K53...... 16.62 4622K3: i, '>,' ....................... ..................4622K57...... 23.45 4622K3: al• r.✓ • For Liqulds s� • Maximum Pressure: 125 psi Automatically removes air and gases from hoi and cold water tanks, coils, piping, and liquic Pump systems. Excellent for water softener; where it is necessary to vent air rapidly. . No, 4926K31 .. ............................NET EACH $68.71 r PVC Air "" `Release Valves • Maximum Pressure: Up to 232 psi • Maximum Temperature: 140 "F at 40 psi Dual purpose units evac. uate air present in pipe linos and release vacuum, Completely corrosion - resistant, the valves have a u PVC body and ethylene pro - pylene rubber (EPM) piston and seals. PVC is inert and will not change the taste or smell of drinkable products. Valves may be serviced while installed in line. Connection: Female pipe threads. - Air Vents Efficiently remove air from steam and liquid lines. A vacuum check seals the system when pressure drops, preventing air from seeping back in. Vent for liquids has a float that opens when al: accumulates. Units for steam have a float and thermostatic construction that prevents escape of steam and water. Construction is brass. Connections: Combination 3/4" male and 3/e" female pipe threads. Low Pressure • For Steam • Maximum Pressure: 15 psi Use at the end of steam mains, tops of risers, and similar locations on vapor and one -pipe vacuum systems. Use where venting does not .exceed one cfm at 5 psi. 'No. 4926K21 ........ ............................... ............................NET EACH $49.14 I Working Pipe Pressure Size Q 68 "F, PSI 4. " ............... 232 ........ 11/4 " ...............15 0 ........ 2" .......:..........15 0 ........ A Millie I i ,ors ;w No. NET EACH 4851 SK91 .... $74.75 .....48515 K 92 ....104.20 4851 SK93 ,...144.59 • For Steam • Maximum Pressure: 125 psi Use on steam pressure vessels and systems. Capable of expelling large volumes of air without passage of water or steam. No. 49261(11 ...........NET EACH $109.19 Pushbutton Air Valves • Maximum Air Pressure: 150 psi Just the ticket where intermittent, manually •:r =3. controlled blasts of air are needed. - Press knob on stem to J open and release to close. Great for process- ing operations and test Setups. Body is nickel - plated brass with stainless steel spring and Buna -N 0- rings. Discharge rate is 25 -30 cfm at 100 psi pressure drop. Connections: 1W female pipe threads. INLINE —For mounting directly in line. PANEL MOUNT —Has two lock nuts on stem for mounting on panel up to 1 1rs" thick. Style No. NET EACH Inline ........ .........................4626K1 ........$79.39 Panel ...... ...........................4626 K2 ........ 83.69 Air Eliminator,, Model Mo-rA.I A Automatically vent air to elimins!• w pockets that can reduce system of c—,# ! Use for hot water heating and other %17w ,• where water and other liquids are ut.r I. heating or cooling: mains, pipe lines :a— unit heaters, chillers, radiant panels, cn� tors, and coils. MODEL A —Made of brass with a rw,.4.• spring and neoprene valve seat that rttw6 i oil and antifreeze. Mount vertically. Co— •4,.. i tions: Pipe threads. ' • Connection: 1 /a" female at bottom • Maximum pressure: 75 psi No. 4928K1 ........................NET EACH Sit .0 i • Connections:'/ e" female at bottom rwe, Me" female at side • Maximum pressure: 75 psi No. 4928K2 ........................NET EACH STA of • Connection: '/"" female at bottom • Maximum pressure: 150 psi No. 4928K3.; ...................... NET EACH $n to • Connection: h" female and 3/4' mats combination at bottom • Maximum pressure: 150 psi No. 49281(4 ........................NET EACH Saw ; MODEL B —Body, cover, and float at.- bly are thermoplastic. Maximum te•r. ;.-.•T lure is 212 "F. Not for use with oil or od b.— additives. Install vertically. Available •:V without a built-in brass shutoff valve • Connection: 'A" male at bottom. • Maximum pressure: 90 psi Description No. NET tats With Shut off . ....................47225K63... St: to Without Shutoff ................4722SK64 .._ Ilse Cast Iron Air Release Valves A Low Capacity • Maximum Pressure: 150 psi steel internal parts. Install valves at high points of the line. Va'.n 0' • Maximum Temperature: 150 "F erate while the system is in service and under pressure. Di!-:* ••u, capacity is 6.1 cfm at 150 psi. Connections: Female pipe fart• N Get rid of smell accumulations of aft Inlet Outlet Ht. Wd. No. NET !t•:;! In hot and cold water systems. Excellent ; for Irrigation systems; may also be used 3A ••'•'•••••••••'/ e" ................ 5% e" ............ 5 "... .............. 48085K93.. Si•t'A with petroleum products and other liq- '/`. .............%... ••••••.•••••• 5s/, e........... .5..................48085K94... t: t- uids. Body is cast iron with stainless 1' " °• ° ° ° °•° /b "°•°••••••••••• 5% e" ............ 5 " .................4808SK95. 1T1 e' 1 ................. % ................. 5e/, e ............ 5 ................... 48085K96.. its ,., .. B Medium Capacity • Maximum Pressure: 300 psi all other internal parts are stainless steel for corrosion res +sr -- • Maximum Temperature: 150 "F Units should be installed at high points of the line. Discharge c ww.- fly is 18.4 cfm at 300 psi. Connections: Female pipe threads. Release larger amounts of air from liquid systems than low capacity units Inlet Outlet Ht. Wd. No. NET (,A,'* t I ... operate continuously as the air ac. '/ s" ..............' h"..... ...........5%x ............... 4% "..............480451(71 .. 114 list cumulates. 3/ 4" ..............' h"................ 51 h".......:... .41/e "..............48045K72... M 0 Body is cast iron, valve Is Buna -N, and 1" .................. h ".............. :. 5th"...... L..? ....4' /e "..............48045K73 C High Capacity • Maximum Pressure: Up to 200 psi mounted on the system at all high points and downstream from " +aai • Maximum Temperature: 150 "F points where velocity of the liquid carries the air or gas slightly t..,.— the highest point. Connections: Female pipe threads. { Heavy duty air release valves of- Max. fer high rates of discharge for use Oper. Disch. on the largest systems. Pres. Cap. Body is cast Iron, valve is Buna -N, Inlet Outlet PSI CFM Ht. Wd. No. : NET It A.ha and all other internal parts are stain- 1 "...........'h "..........150......... 98......... 9'/a "...... 93/4 "......480551(81 . 31 -) it less steel, allowing use with a wide 2 "...........'h "... .......200.........127......... 9% "...... 93/........48055K82.. 1-1 .,i range of liquids. Units should be 2 " ........... 'h " .......... 150. ........152 ......... 10'h....... 10'A....... 48055K83.. )t) q i McMASTER -CARR ), Lockable Air Shutoff, Vale Maximum Pressure: 250 psi I Maximum Temperature: 175 °F - Shut off compressed air lines rtn these economical valves— tip you meet new OSHA elan- ' and for lockout and tagout. ,r In closed position, valve stops 1 flow and exhausts downstream OSHA Manually operated valves OSHA and close with a short, one - .-h movement of the slide.. The hole for your padlock is 28" diameter. Valves have cast zinc body, acetal slide, e gals. The words Open and Closed imprinted on the valves rmation of condition. Connections: Female pipe threads Ape Size No. D '.' ................ ............................... ... ............................ 4811 S K 81 ' ................................................ ..............................4 8115 K8: Safety Shutoff OSHA Valves for Air (loses • Maximum Pressure: 250 psi c a Operation is completely automatic ... valve closes when air flow exceeds treset rate; automatically reopens ,hen air pressure Is back to normal flow after repair. Valves protect personnel from a whipping air, hose ca tuddenly disconnected fitting or severed air line. Helps rr aegulalion Section 1926.302 (b), Paragraph 7: "All hoses It' inside diameter shall have a safety device at the source :r branch tine to reduce pressure in case of hose failure. fans: Female pipe threads. Closing type Flow Rate Size CFM fa? 90 PSI No. 't ALUMINUM BODY AND DELRIN DISC 4 Maximum Temperature: 250 "F 1'e ... ............................... 48........... ........................5015K16 ... ............................... 80 ........ ...........................5015 K 11 .. ... ............................... 200........... ........................5015K15 340 .... ............................... Closing Pipe Flow Rate Size CFM (d 100 PSI No. BRASS BODY AND DELRIN DISC 4 Maximum Temperature: 175 "F ... ............................... 20........... ........................5000K72 4. ... ............................... 50.... ............................... h" ... ............................... 80........... ........................5000K82 .. ... ............................... 130........... ......................:.50001(84 1' ....... ............................... 210.... ............................... 5000 K86 i... ............................... 450........... ........................5000K88 Slide Safety Air Valves, ii • Maximum Pressure: 250 psi } • Temperature Range: ) —50" to 180 "F Turn pneumatic tools and ma- z` chines on with a push of the uide ... pull back to turn off. Great or tight spaces, because no handle Tl9CF.3X n,rning radius is e In the open position, compressed I�Ir flows freely to the tool. Moving Male/ :ne slide to the closed position Female ;auses compressed sir in the line ; x: bleed out, rendering the tool inoperative. Slide is knurled for good grip. Corrosion- resistant lhrot caIves have nickel - plated brass bodies, anodized alumir ! And Buna -N seals. ji Male /Female • Femal Pipe Threads Th Size No. NET EACH No. .................. ........................4622K51 ......$12.96 4622K3 .....4622K53...... 16.62 4622K3: i, '>,' ....................... ..................4622K57...... 23.45 4622K3: 10 s" L -J I I I i • I I I I I II I -- i —•� I (3)5 "DIA.KNOCKOUT I If INLETS 5" DIA.OUTLET r '1 J I I ► I I 1 I 1 I I I iI I `--------- _--------- -- --�J L_-_j r- PLAN VIEW ["TAPER }-- 6 "x9 "COVER 18 "DIA.COVER 10 "x14 "COVER' �4 q " 5' - 4'• I NOTE: o CONSTRUCTION JOINT- SEALED WITH ASPHALT CEMENT OR EQUIVALENT.- CONCRETE TO TEST 4000 PSI A.T 28 DAYS STEEL REINFORCEMENT- 6'x6'x 10 GA. S.W.M. r' ► I' -71/2" ! r I L- 110" �-7 "x 7" "LIQUID 4' -0 LEVEL f f 3" 1 I NOTE: o CONSTRUCTION JOINT- SEALED WITH ASPHALT CEMENT OR EQUIVALENT.- CONCRETE TO TEST 4000 PSI A.T 28 DAYS STEEL REINFORCEMENT- 6'x6'x 10 GA. S.W.M. 1 I01 -011 - - - - - -- -------- - - - --� I i L -•Ti i i I I I II 51 r J 1 1 I I I i3) S "DIA. KNOCKOUT • 5° DIA.OUTLET I I I I I I. INLETS I j l I I I I I PLAN•VIEW 6 °x 9° COVER .4 14 "x2411 COVER 10 "x 14" COVER •_. T 71'-4 lie 1_ . 41 - 811 7 " t 101 1 _ 31 -II" 31- 5 "LIQUIDLEVEL 3.1 31 -211 I r S ECT ION I NOTE: . CONSTRUCTION JOINT - SEALED WITH ASPHALT CEMENT OR EQUIVALENT. CONCRETE TO TEST 4000 PSI AT 28 DAYS STEEL REINFORCEMENT - 611x6%10 GA. SA Lt DEPARTMENT OF HEALTH Division of Environmental Health Services 4 Geneva Road, Brewster, New York 10509 (914) 278 -6130 APPLICATION TO CONSTRUCT A WATER WELL 1,0- -7 •+74g PCHD PERMIT # WELL LOCATION Street Address �Z r G t'n ,�i- ,e Town Villa a City /'°� �-�5�� Tax Grid Number / 2 — 2 — 'e OWNER Name Mailing /cif -s /° . �-�- Address c P J--- private O Public USE OF WELL 40 primary 2- secondary RESIDENTIAL ❑ PUBLIC SUPPLY Q AIR /COND /HEAT PUMP ❑ ABANDONED O BUSINESS O FARM O TEST /OBSERVATION O OTHER (specify O INDUSTRIAL b INSTITUTIONAL O STAND -BY O AMOUNT OF USE YIELD SOUGHT__5_ gpm /# ❑ REPLACE EXISTING SUPPLY -NEW SUPPLY NEW DWELLING PEOPLE SERVED41-"G /EST. OF DAILY USAGE 192:�Vgal ❑ TEST/ OBSERVATION GIADDITIONAL SUPPLY C] DEEPEN EXISTING WELL REASON FOR DRILLING DETAILED REASON FOR DRILLING WELL TYPE PQRILLED DRIVEN ODUG CIGRAVEL C1 OTHER IS WELL SITE SUBJECT TO FLOODING? YES _ 2�__NO IF WELL IS LOCATED IN A REALTY SUBDIVISION, NAME OF SUBDIVISION: Lot No. WATER WELL CONTRACTOR: Name Address: IS PUBLIC WATER SUPPLY AVAILABLE TO SITE: YES x NO NAME OF PUBLIC WATER SUPPLY: �� TOWN /VIL /CITY DISTANCE TO PROPERTY FROM NEAREST WATER MAIN: LOCATION SKETCKN SOURCES OF CONTAMINATION PROVIDED d lett, SEPARATE SHEET G da ea ) (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. wring all well drilling operations, the applicant shall take appropriate action to assure that ay and all water or waste products from such well drilling operations be contained on this ;operty and in such a manner as not to degrade or otherwise contaminat .surface or groundwater. to of Issue: �U y 19 _e of Expiration 19 g� Permit Issuing Official emit is Non - Transferrable White copy: HD File Pink copy: Owner 19 Yellow copy: Bldg. Insp. Orange copy: Well Driller a __-'GROUND IMPERVIOUS WA TER LAYER no GW Rock Ledge ;ted of 36 " no GW Rock Ledge at 18 " to 24" no GW Rock Ledge :ted at 36" rod set k, RUN OF BANK Q: FILL (67LAYERS) NA 77 VE • Z3 EXISHNG u . FILL (61AYERS) GRADE SCALE- NTS ,�h,. • pri 1 5��1 hol h x —cut set TEST DESCRIPTION WALL ALONG PROPERTY LINE IF NEEEDED GROUND PIT # DESCRIPTION EXISTING WATER \ � TP #14 0 6 no GW X —Cut Set 6 30 Brown, medium compacted silty LOAM 166-66 Rock Ledqe of 30" TP1115 0" TO 12 " TOPSOIL no GW 6 " TO 36 " Medium Brown, medium • , r ♦ compacted silty LOAM Rock Ledqe of 36 �Q"E xb- q6 OA rod set k, RUN OF BANK Q: FILL (67LAYERS) NA 77 VE • Z3 EXISHNG u . FILL (61AYERS) GRADE SCALE- NTS ,�h,. • pri 1 5��1 hol h x —cut set PROWDE LOW (UP 3 FT.) RETAINING WALL ALONG PROPERTY LINE IF NEEEDED :)d set LEGEND DESCRIPTION EXISTING PROPOSED J � N/A r • , r ♦ I xb- rod set k, RUN OF BANK Q: FILL (67LAYERS) NA 77 VE • Z3 EXISHNG u . FILL (61AYERS) GRADE SCALE- NTS ,�h,. • pri 1 5��1 hol h x —cut set PROWDE LOW (UP 3 FT.) RETAINING WALL ALONG PROPERTY LINE IF NEEEDED :)d set LEGEND DESCRIPTION EXISTING PROPOSED PROPERTY LINE N/A 0 a Sarka Leff, P.E. P.O. Box 58 Croton Falls, NY 10519 (914) 277 -4058 July 6, 1996 Mr. Bill Hedges Putnam County Department of Health Division of Environmental Health Services Carmel, NY 10512 Subject: Subsurface Disposal System for Proposed Residence of Mr. & Mrs. Peter V. Pace, Jr. Caroline Drive, Town of Patterson Putnam County, New York Tax Map 12 Block 2 Lot 4.1 Dear Mr. Hedges: In this letter I would like to summarize information pertaining to the subsurface disposal sytem design for the proposed residence of Mr. & Mrs. Peter V. Pace, Jr., located in the Town of Patterson New York. I. The subject property is an approved subdivision lot. According to the FINAL PLAT drawing, the subdivision approval was granted by The Town of Patterson Planing Board on October 23, 1987 and by the Putnam County Deparmrnt of Health on August 28, 1987. The final subdivision plat shows an area of approximately 5,000 sq. ft., designated for the future subsurface disposal system on the subject property. The SEWAGE DISPOSAL SCHEDULE table, shown on the FINAL PLOT drawing indicates, that two deep test holes were dug and two percolation tests were performed in the area of the proposed subsurface disposal system. A resulting percolation rate, according to the table was 6 -7 minutes /inch drop, which requires 100 it. of 2 -foot wide trenches for each bedroom. The depth to rock, according to the table was 4.5 ft. in deep test hole No. 1, and 3.5' in deep test hole No. 2. To accommodate the required 5fi. separation between an absorption trench bottom and the rock ledge, a minimum of seven feet of soil is needed from ground to the rock ledge. 0 Mr. Bill Hedges, PCDOH July 6, 1996 The table above also states, that 483 cu.yds. of suitable fill needed to be imported. 2. During my first visit the approximate location of the subsurface disposal area (SSDS -1) shown on the FINAL PLAT drawing aws established. The upper portion of the SSDS -1 area included some rockoutcrops. I located three spots in order to perform a percolation test to verify the one already established by the subdivider (see Fig. No. 1). 3. It turned out that two holes in the upper portion of the SSDS area were only 18" and 24" deep. The third hole in the lower portion was 40" deep. Based on this information the proposed SSDS -1 area was probed with a hand probe. The depths reached in this area ranged from of 18" to 24" in the upper portion of the designated SSDS -1 area. Realizing, that half of the area does not fulfill the Putnam County Health Department requirement for systems in fill (minimum 3.5 ft. of natural soil; or maximum 3.5 ft. of fill allowed), the area at the south east corner of the property (SSDS -2) was tested. The existing ground was probe tested in ten -foot intervals along two 100 ft. long sections. The sections were 45 ft. and 12 ft. respectively parallel to the property line (see Fig. No. 2). The predominant depth encountered was 40" (maximum probe length). Therefore the lower area was most likely to fulfill the 3.5 ft. requirement of your department. Three location for percolation test were selected (see Fig. No. 3). The test holes were presoaked the same evening in the newly designated area (SSDS -2). The following day percolation tests were run with the following results: Percolation Percolation Rate Test Hole PT #1 15 minutes /inch drop PT #2 60 minutes/inch drop PT #3 45 minutes /inch drop 4. On June 5, 1996 Mr. Peter Pace, you and myself met in your office to share our findings with you.. You concurred that the SSDS -1 area designated on the FINAL PLAT drawing may not be, based on our findings, the best location for the subsurface disposal system, and requested, that three deep test pits be dug in the SSDS -2 area. During this meeting you expressed an opinion that the subsurface disposal system area might have been regraded since 1987 during the construction of the Caroline Drive cul- de -sac. -2- Mr. Bill Hedges, PCDO14 5. On June 6, 1996 Mr. Peter Pace dug six test pits (see pig. No. 4). That evening I went to the site to inspect the deep test pits, which you inspected earlier that afternoon. Five holes remained opened and one test pit was backfiled. The inspection revealed the following results: Test Pit Depth Soil Profile No. TP 41 68" 0" to 6" TOPSOIL fi" to 47" Orange Brown, compacted SILT with trace of fine SAND 47" to 68" White, Gray and Light Orange compacted coarse SAND with trace of GRAVEL Rock Ledge at 68" TP #2 42" 0" to 6" TOPSOIL 6" to 36" Orange Brown, compacted SILT with trace of fine SAND 36" to 42" Decomposing Sand Stone Rock Ledae at 42" TP #3 47" 0" to 11" TOPSOIL 6" to 47' Orange gown, compacted SILT with trace of fine SAND (organic odor) Rock Ledge at 4T' TP #4 42" 0" to 6" TOPSOIL 6" to 42" Orange gown, compacted SILT with trace of fine SAND Rock Ledge at 42" TP #5 24" 0" to 6" TOPSOIL 6" to 24" Medium Brown, less compacted SILT with trace of fine SAND Rock Led -ae at 24" TP #6 24" According to your information depth to rock was 18" to 24" The next day during our telephone conversation we agreed that the area is not suitable for the SSDS due to the percolation rate, fill requirements, lack of arae and driveway access cuts). We agreed, that additional subsurface explorations need to be done along the nortehrly property line. 6. On, June 8, 1996 Mr. Pace dug a few test pits along the easterly property . line (TP# 14 and TP #I5). Depth to the rock in those test pits was 30" and 36" respectively. -3- July 6, 1996 Mr. Bill Hedges, PCDOH July 6, 1996 For comparison purposes he also dug test pits (TP #7, and TP #8) in the approximate location shown on the FINAL, PLAT drawing. Rock ledge was encountered at 2 feet below ground level. We proceeded to the northern end of the property to explore additional area available for subsurface disposal system (SSDS -3). The following are results of our exploration (see Fig. No. 5): Test Pit No. Test Pit Soil Profile Depth TP #9 36" 0-6" TOPSOIL 6" to 36" Medium Brown, medium compacted silty LOAM[ Rock Ledge at 36" TP #10 18" 0 -12" TOPSOIL (trench) 12" to 18" silty LOAM TP #11 36" 0 -6" TOPSOIL 6" to 24" Medium Brown, medium compacted silty LOAM 24" to 36" light orange to bright orange coarse SAND Rock Ledge at 36" We were about to dig a few more test pits, when Mr. Pace's backhoe unfortunately stopped working. 7. On June 13, 1996 you, Mr. Pace, his father and myself met at the subject site. During your visit Mr. Pace dug two test pits, which revealed the following conditions: Test Pit No. Test Pit Depth Soil Profile TP# 12 and 60" 0 -9" Topsoil TP# 13 9" to 30" Medium Brown medium compacted, fine to medium SAND, some SILT 30" to 60" Light Brown to Orange, medium compacted, medium SAND It was your judgment that an area of approximately 60 x 24 ft. is available for subsurface disposal system. Such an area could accommodate approximately 300 l.ft. of trenches. !t! Mr. Bill Hedges, PCDOH July 6, 1996 Upon your and my reccommendation, Mr. Pace obtained a topographical survey for the area of possible subsurface disposal system location. 8. On June 14, four percolation test holes were dug and presoaked. 9. On June 15, 1996 I performed four percolation tests with the following results: Percolation Percolation hate Test Hole PT #4 15 minutes /inch drop PT #5 15 minutes /inch drop PT #6 1 minutes /inch drop PT #7 20 minutes /inch drop 10. Upon receipt of the topographical survey prepared by Donald J. Donnelly, L.S., I developed a preliminary plan for the subsurface disposal system based on the available area, percolation tests, deep test pits result and Putnam County Health Department regulations. Two subsurface disposal areas were identified (primary- and expansion area). 11. On July 5, 1996 we met in your office to review the preliminary design. You agreed that adhering to Putnam County DOH requirements (mainly 3.5 ft. maximum fill and 100% reserve area) would create excessive cuts in order to construct the access driveway away from the SSDS, which location would not be desirable anyway because of the combination of high percolation rate and proximity of rock ledge. Such cuts would not be beneficial to the subsurface area already in fill. Therefore you suggested an area adjacent to the designated primary area be utilized for any future expansion area. You also mentioned, that since the subdivion was approved at the time when requirements only for 50% expansion were in place, you asked to show an area of at least 50% for expansion. We would appreciate it, if you could provide us with a waiver for the max 3.5 ft. fill requirements and and of the 100% expansion in writting . As you know, the Lot 3 well location, designated on the previously mentioned subdivision plat, needs to be adjusted to reflect the changes on in SSDS location on the subject property. -5- Mr. Bill Hedges, PCDOH July 6, 1996 Please, do not hesitate to call, should you have any question. Sincerely, vev A iW Sarka Leff, P.E. Attachments: Fig.No.l thru Fig. No.5 FILLING and EROSION CONTROL PLAN, DWG. No. 1, dated July 5, 1996 (3) Application for Construction Permit for Sewage Disposal System Design Data Sheet (Percolation Tests and Deep Test pits in Area of proposed SSDS only) cc: Mr. & Mrs. Peter V. Pace, Jr., Owners file l� xb 0 0, r,.1r \ . ---- .. t AOA DF 1-0 �. Ilk r � oC e � n� sr / fob i I koc V i °.. 7ro /zoo OaX tomr. / X. ` � r / �10 n -- / 0 i i 55P5 -- / r1G. 1-1-AD / / s / 0A u Oh 0 oh uoh o , •/ u � o ,r • /rah lqo nah / a o s a i'� / • ,, o 110h �� �b / (id Doi o Groh odl h iah.no Co �y An AD / f I � � ---- �l �o � Ffi �� - No. �` -Ff #/5' L � ' 0 l% 6/P/9G !810 llpe 0 - ' le to gxk- fib '% �lG. No. s 11 �- LA } FUnVAM COURff DEFAnwm of mum Health Seevlllee. Camel. N Y 1061? a Fl:oflde Faislt r I Dlfitrs� of whtcaecai der CERTIF=1011ANCE CONSTRUCTION FOR SNWAQE DEPOSAL SYSEM Peask r TO�v0 OP p/9's2Sr9n� owe or vlBtrRe s.hd>ffma. slater EC L --Solid. hat r Tax M /2 Mock o� Reserwal —❑— �=Revkl= ❑ AI OwaedAppRcaat Naas Deft of of Pr wbm Approval I Adslivesse B sYL. ��N G�eE Tow. PFA/ 2 Tate Subdivision Approved Fee Enclosed ❑ Amn„nf- 1111111fta Tape tt,-fAl -!E yes amt A /- 7 6 `f % R C, FMSwd=O DpM-2Y—Vlbmail001 Nslaw of Redo 4e ? OR�•LS . DedW Plow G P D OO PCHD NotlReatlm Is Reached Wbm FAR Is completed Spaate SewaaR Sygba a dead d.! � —Ga oa sepic aepk Le 1 500 "WHIP CH4H3FR 572 RI ES To be o•erlreoted by Address Water Supply. Pd& SP* E+i�om A an {�/ Private Sliplity Drilled by eddyeve onts 1 reOpr•sentthat lI team wholly and completely responsible for the design and location of the proposed system(s); 1) that the separate sews • dispoal s stem above described will be constructed as shown on the approved amendment there to and in accordance with the standards. rules a�egulatans o • nam County Department of HmRl% and that on completion thereof a "Certificate, of Construction Compliance" satisfactory to the Commissioner of Health will be submitted to the Department, and a written guarantee will be furnished the owner, his succassors, heirs or assigns by the bulkier, that said builder will piece in good operating condition any part of saki savyag• disposal system during the period of two (2) years Immediately following th•dat• of the isu- ance of the approval of the Ctrtifiate of Construction Compliance of the original system or any repairs thereto; 2) that the drilled well described abaft will be located as shown on the approved plan and that said well will be Installed in accordance with the s< rds, rules and rpu Ions of the Putnam countyDr part Of Health. `, , /_,A� Date Address 0 d °" /� _5 (240 AJ /" �'r License NoO�719� APPROVED FOR CONSTRUCTION.- This approval expires two years from the date issued unless construction of the building .has been undertaken and is revocable for cause or may be amended or modified when considered necessary by the Commissioner of Health. Any change or alteration of construction "quires as �noww permit. Approved for disposal of domestic sanitary sewage, a r veto water supply only. 10/88 oat Tit �Y. ❑ Cash Check M O CPedlt Card By NK YOUR PC_1 PUT NAM COUNTY U E PART M E NT O F H EA EY H APPLICATION FOR APPROVAL OF PLANS FOR A WASTEWATER DISPOSAL SYSTEM 1. Name and Address of Applicant: /to - �� l � • Ny /Oeo ,avv 2. Name of Project: 3. Location T /V /C: dre r"¢T1Ea*e0y � G/t✓E 2 i E 4. Project Engineer: I'-E• 5. Address: PO. 1�X %5T License Number: � ^� / Phone: R72 -`t� 6. Z/f-- �q_ of Project: Private /Residential /U Food Service N Commercial Apartments dg Institutional 01/ Mobile Home Park Office Building N Realty Subdivision `4- Other (specify) 7. Is this project subject to State Environmental Quality Review (SEAR)? Type Status (Check One) Type I.. AA fi- Exempt a q- Type II. o✓ Unlisted 8. Is a Draft Environmental Impact Statement (DEIS) required? ............. 9. Has DEIS been completed and found acceptable by Lead Agency? 10. Name of Lead Agency 11. Is this project in an area under the control of local planning, zoning, or other officials, ordinances? .......... ............................... 12. If so, have plans been submitted to such authorities? .................. 7 S 13. Has preliminary approval been granted by such authorities? Date Granted: Gr 14. Type of Sewage Disposal System Discharge...... Surface Water v Ground Waters 15. If surface water discharge, what is the stream class designation ?........ S A 16. Waters index number (surface) ...................................... 17. Is project located near a public water supply system? AJO 18. If yes, name of water supply _ �Z/ ± Distance to water supply /V 19. Is project site near a public sewage collection or disposal system ?..... No 20. Name of sewage system Distance to sewage system fo 6 �Z� 21. Date test holes observed: � /0 6 22. Name of Health Inspector: 6/. %UGC 7 23. Project design flow (gallons per day). 4 &4iVZ_' - 11/93 4 24. Is State Pollutant Discharge Elimination System ( SPDES) Permit required ?.. /VC) 25. Has SPDES Application been submitted to local DEC Office? ............... L 26. Is any portion of this project located within a designated Town or State wetland? .................................. ............................... 27. Wetland ID Number ...... ................ ............................... 28. Is Wetland Permit required? .............. ............................... A-11119- Has application been made to Town or Local DEC Office? .................. 29. Does project require a DEC Stream Disturbance Permit? ................... 30. Is or was project site used for agricultural activity involving application of pesticides to orchards or other crops, solid or hazardous waste disposal, �� landfilling, sludge application or industrial activity? ........ YES or NO 31. Is project located within 1,000 feet of existence of abandoned landfill, 4/0 hazardous waste site, salt stockpile, landfill, sludge disposal site or P &U e any other potential known source of contamination? YES or NO t A4uowe DESCRIBE: '32. Is there a local master plan or file with the Town or Village? ........... �S 33. Are community water, sewer facilities planned to be developed within 15 years? A/© 34. Are any sewage disposal areas in excess of 15% slope? ....................../.. D 35. Tax Map ID Number ......................................................... 36. Approved Plans are to be returned to: ................ Applicant Engineer If the application is signed by a person other than the applicant shown in Item 1, the application must be accompanied by a Letter of Authorization. Failure to comply with this provision may be grounds for the rejection of any submission. I hereby affirm, under penalty of perjury, that information provided on this form is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A Misdemeanor pursuant to Section 210.45 of the Penal Law. ��/ // . SIGNATURES & OFFICIAL TITLES: MAILING ADDRESS: C) `S d42,07 � 7/ -~ y° ^ YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 (914) 245-2800 Albert H. Padovani, Director LAB #: 93.903635 CLIENT #: 10772 NON STAT PROC PAGE 1 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ PACE, PETER DATE/TIME TAKEN: 06/29/99 12:15P 8 SYLVAN PLACE DATE/TIME REC'D: 06/29/99 12:40P NEW R]CHELLE, NY 10801 REPORT DATE: 07/09/99 PHONE: (914)-654-9611 SAMPLING SITE: LOT 6 CAROLINE DR SAMPLE TYPE..: POTABLE : PATTERSON, NY PRESERVATIVES: NONE _ COL^ D BY: PETER PACE TEMPERATURE-: < 4C NOTES...: TANK COLIFORM METH: MF --------------- m ----------------------- ---------------------- m ----------.����� DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD � mg /L, treatment must be undertaken to reduce the waters corrosive potential. Fe/Mn If both* iron and manganese are present, their total value combined shall not exceed 0.5 mg/L. |a No limits for Sodium are pr' that for people on a sodium contain no more than 20 mg/| moderately restricted diet, is suggested. `scribed. Suggested guidelines state restricted diet,the water should ' of Sodium. For those on a a maximum of 270 mg/L of Sodium PUTNAM [NTY P PROFILE 06/29/99 N NF T. COLIFORM A ABSENT /100 ML A ABSENT 1 1008 06/29/99 L LEAD (INS) 2 24.9 ppb 0 0-15 Ppb 9 9101 06/29/99 N NITRATE NITROG 0 0.24 MG/L 0 0 - 10 9 9139 06/29/93 N NITRITE NITROG < <0.01 MG/L N N/A 9 9146 06/29/99 I IRON (Fe) 0 0.247 MG/L 0 0-0.3 mg/` 2 2037 06/29/99 M MANGANESE (Mn) 0 0.030 MG/L 0 0-0.3 Mg/1 2 2037 06/29/99 S SODIUM (Na) 1 1102 MG/L N N/A 06/29/99 P PH 7 7.3 UNITS 6 6.5-8.5 9 9043 06/29/99 H HARDNESS,TOTAL 3 3020 MG/L N N/A 06/29/99 A ALKALINITY (AS 7 72.0 MG/L N N/A 06/29/99 T TURBIDITY (TUR ? ?.0 NTU 0 0-5 VATU COMMENTS: BA[T T THESE RESULTS I INDICATE THAT THE W WATE I NOT) OF A SATISFACTORY S SANITARY QUALITY ACCORD�~THE N IP� �� W YORK STATE AND EPA FEDERAL D DRINKING WATER S STANDARDS, FOR THE P PARAMETERS TESTED, AT T THE TIME OF COLLECTION. Pb/Cu L LEAD limits f for public schools a are set at 15 ppb. EPA Lead & C Copper Rule for Public S Systems requires t that no mork than 10% of t their distribution p points have a LEAD v value of more than 15 ppb a and a COPPER value o of 1.3 mo/L. else w water treatment must be undertaken to reduce the waters corrosive potential. Fe/Mn If both* iron and manganese are present, their total value combined shall not exceed 0.5 mg/L. |a No limits for Sodium are pr' that for people on a sodium contain no more than 20 mg/| moderately restricted diet, is suggested. `scribed. Suggested guidelines state restricted diet,the water should ' of Sodium. For those on a a maximum of 270 mg/L of Sodium ' YML ENVIRONMENTAL SERVICES 32E Kear Street Yorktown Heights, N.Y. 10598 (914) 245-2800 Albert H. Padovani, Director LAB #: 93.903695 CLIENT #: 10772 NON STAT PROC PAGE 2 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ` DATE/TIME TAKEN 06/29/99 12 15P PACE, PETER ' : : B SYLVAN PLACE DATE/TIME REC'D: 06/29/99 12:40P NEW ROCHELLE, NY 10801 REPORT DATE: 07/09/99 PHONE: (914)-654-9611 SAMPLING SITE: LOT 6 CAROLINE D� : PATTERSON, NY COL'D BY! PETER PACE NOTE5 ... : TANK ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE SAMPLE TYPE..: POTABLE PRESERVATIVES: NONE TEMPERATURE..: < 4C COLIFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ RESULT NORMAL - RANGE METHOD pH pH SCALE IN WATER RANGES FROM 1-14. MEASUREMENT OF pH IS ONE OF THE IMPORTANT AND FREQUENTLY USED TESTS IM WATER CHEMISTRY. WATER WITH A LOW p� MIGHT BE CORROSIVE TO METAL PIPES AND FIXTURES. THE NOR?AL RANGE OF pH IS 6.5 TO 8.5. Hd TOTAL HARDNESS IS DEFINED AS THE SUM OF THE CALCIUM & MAGNESIUM CONCENTRATION, BOTH EXPRESSED AS CALCIUM CARBONATE, IN MG/L. THE HARDNESS MAY RANGE FROM 0 TO HUNDREDS OF MG/L, DEPENDS ON THE SOURCE AND TREATMENT TO WHICH THE WATER HAS BEEN SUSJEClEQ. SOFT WATER: 0-70 MG/L VERY HARD WATER: ABOVE 300 MG/L MODERATELY HARD WATER: 70-140 MG/L FE/L. = MILLIGRAM PER LITER HARD WATER: 140-300 MG/L (1 grain/gallon = 17.2 MG/L) SUBMITTED BY: Albert H. Padovani, M.T.(ASCP) Director ELAP# 10323 YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 (914) 245-2800 Albert H. Padovani, Director V--n- LAB Q 93.905250 CLIENT Q 11604 NON STAT PROC PAGE I PACE, YOLANDA DATE/TIME TAKEN: 12/17/99 12:001::' 9CAROLINE DR. DATE/TIME REC'D: 12/17/99 12:30P PATTERSON, NY 12563 REPORT DATE: 12/27/99 PHONE: (914)-878-9002 SAMPLING SITE: 9 CAROLINE DR. : PATTERSON, NY, 12563 COL'D BY: YOLANDA PACE NOTES...: KIT TAP ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ SAMPLE TYPE..: POTABLE PRESERVATIVES: NONE TEMPERATURE..: COLIFORM METH: N/A ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD 12117/99 LEAD 8.3 ppb 0-15ppb 12345 12/17/99 IRON (Fe) <0"060 MG/L 0-0.3 mg/l 2037 12/17/99 SODIUM (Na) 670 MG/L N/A COMMENTS: Pb/Cu LEAD limits for public schools are set at 15 ppb" EPA Lead & Copper Rule for Public Systems requires that no more than 10% of their distribution points have a LEAD value of more than 15,ppb and a COPPER value of 1.3 mg/L, else water treatment must be undertaken to reduce the waters corrosive potential. Fe/Mn If both iron and manganese are present, their total value combined shall not exceed 0.5 mg/L. Na No limits for Sodium that for people on a contain no more than moderately restricte is suggested. are proscribed. Suggested guidelines state sodium restricted diet,the water should 20 mg/L of Sodium. For those on a diet, a maximum of 270 mg/L of Sodium SUBMITTED BY: Z� Albert H. Padovani, M.T.(ASCP) Director ELAP# 10323 • PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES FINAL SITE INSPECTION Date: Street Location Inspecte : �; ;F�5 n Owner P,e- i Town psi Permit # }P - -7 - 9� TM # /2-- Z - Z j Subdivision Lot # I/ "t- 1. Sewaee Svstem Area a. STS area located as per approved plans ........................... b. Fill section- date of placement 3:1 barrier Lgth. Width Avg.Dpth c. Natural soil not stripped ................... ............................... d. Stone, brush, etc., greater than 15' from STS area.......... e. 100' from water course / wetlands ...... ............................... II. Sewage System a. Septic tank size - 1,000 ......... 1, 250 ......... other ................ b. Septic tank installed level ................ ............................... c. 10' minimum from foundation .......... ............................... d. Distribution Box 1. All Toulets at same elevation -water tested ............ ��� 2. Protected below frost .................. .....:....... ................... 3. Minimum 2 ft.Original soil between box & trenches e. Junction Box - properly set ........... ............................... f. Trenches 1J ngth required 5 1?) o Length installed 5�-O 2. Distance to watercourse measured -f-/ © oF.t.......... 3. Installed according to plan ......... ............................... .4. Slope of trench acceptable 1/16 - 1/32" /foot ............. 5. 10 ft. from property line - 20 ft.- foundations.......... 6. Depth of trench <30 inches from surface .................. 7. Room allowed for expansion, 100 % ................., 8. Size of gravel 3/4 - 1' /z" diameter clean............. 4. 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 .................... ............................... 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 . located as per approved plans ... ..........................):? /l b. Distance from STS area measured -F- (moo ft........... c. Casing 18" above grade .................. ............................... d. Surface drainage around well acceptable ....................... V. Overall Workmanship a. Boxes properly grouted ................... ............................... b. All pipes partially backfilled ........... ............................... c. All pipes flush with inside of box ......................... . ..... ... d. Backfill material contains stones <4" diameter .............. e. Curtain drain & standpipes installed according to plan.. f. Curtain drain outfall protected & dir.to exist watercourse g. Footing drains discharge away from STS area ............... h. Surface water protection adequate ... ............................... i. Erosion control provided ................. ............................... Rev. 6/97 HIVA0W. I� I� imm I■_ M im I�■ �I�_ C�� (2-m F . G,y - c. Sheet =of�_ PUTNAM'.COUNTY DEPARTMENT ;OF HEA:LTII DIVISION OF ENVIRONMENTAL IIEATLII_SERVICES - Y O� FIELD ACTIVITY REPORT , 1yAt�tFr 'R AGE `. ei , - AD RESCQ �L1`2o`G1�TT�t`/L 'PA7`t'��oer N=�' 12\�G3 Street Town State' Zip PERSON IN CHARGE` / 6TZ NTF,RVTFWFT): /V s- ° " `atP Tl .,Name.and Title TYPE bF, FACILITY ;wA A ° 1=kmll" FINDINGS. LL - Novo a< -f t hol,r 2e / o3, nea+h 4IZG: -cxqVE , •!° G. j I- ;~ r ` f. 72,e�zt , - TNSPF( TQR' /U o_p� ,�'a.� "- `` TFT • oC '^ G:/ 0 X '2 / .' Signature and Title_ RF��RT RR('RTVRT) RY: - I acknowledge reeeipt- of.this report .SIGNATURE: 02/96 _.. Title; Rev. A./Scx,Ip p1/G I�yGIJ„ 1LI{7 Z41 oc� OR As� of F;11 fo jL GU(L'�`'iS At toM►ME Et �3T0. 1 AI.L Cp— L� 160 �OF ry _o r ;ti PI 1�1L il�lJC�1�5 LALL %41� Gv AA ►ILIA, i\ �T .1 Iftt.0,41 l\ e PLAN IN f 30' , naterial for pump installation ;al Code. - ontrol wiring shall be made 1y outside splices- ,'disconnects and alarms shall Q . `G /1 -Top e4- F N1-�, to L 4 SCALES (APPROXIMATE) C- Q 2000 4000 IMIIE 6000 Q 1000 M 500 0 r I LOG4TI0� a"ti� -1 SToc► -1` _.I�ltic - Vu< G - rTG��� Goy'► ?Lz:V V r- FINISH GRADE UFT —OUT UNTREAT OR PER SL SPACING OF ABA • > n • } r» ' » j , ( i a • u , L , 1 }k i ft .0 r: i �E v l u 0 r , : u • � IA A i .. ,,. is .. .. _:.� • a » t 't l PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL please print or type PCHD Permit # v r Well Location: Street Address: Town/Village Tax Grid # Ia�PoI rte/ D& P)rI7�lje # V Map 1,� Block a Lot(s) Well Owner: Nam Ace Address: I --�y2 r 0 / 6mr.011k'Ve- or', vt U h Residential Public Supply Air /Cond/Heat Pump Irrigation _-pri Business Farm Test/Monitoring Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought gpm # People Served Est. of Daily Usage gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling Q/ New Supply (new dwelling) Deepen Existing Well Detailed Reason for Drilling Well Type Drilled Driven Gravel Other Is well site subject to flooding? ..:.............................................. ............................... Yes` NO Yes No Is well located in a realty subdivioR ..................................... ............................... Name of subdivision Lot No. Water Well Contractor: T Address: Is Public Water Supply available to site? ............................. ............................... Yes No Name of Public Water Supply: Town/Village Distance to property from nearest water main: " i ,m 1 (0 Proposed well location & sources of contamination t provi on separate sheet/plan. Date: -161 —'018 Applicant Signature: PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above, is granted under provisions of Article 10 of the Putnam County Sanitary Code and Subpart 5 -2 of Part 5 of the New York State Sanitary Code and provided that within thirty (3 0) days of the completion of water well construction, the applicant or their designated representative shall: 1) Pump the well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED _FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Well to be constructed by a water 11 driller certified by Putnam County. Date of Issue eltv, t Permit oe"'bVIC Off Date of Expiration �� Title: Permit is Non -Trans err ble White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 �.� ��� �Jn_ .. DEPARTMENT OF HEALTH Division of Environmental Health Services 4' Geneva. Road Brewster, New York 10509 Tel. (914) 278-6130 Fax (914) 278-7921 August 18, 1998 Angelo Skalafuris Comprehensive Engineering 15 Forster Avenue Mt. Vernon NY 10552 -2316 Re: Proposed SSTS: Pace Caroline Drive, Lot #0 (T) Patterson, TM# 13 -2 -4 Dear Mr. Skalafuris: BRUCE R. FOLEY Public Health Director Review of plans and other supporting documents submitted at this time relative to the above - regarded project has been completed. Comments are offered as follows: The construction of this sewage disposal system may be subject to local wetlands regulations. You should contact local wetlands officials in this regard. 1) North arrow has not been provided. / 2) Hydraulic, profile is to show trench locations. O% 3) Construction notes 1 -13 have not been provided on the plan. 4) Entire property is to be shown, at any convenient scale wit meets and bounds provided. 5) Footing/gutter drain discharge has not been shown. 6) Soil conservation soil type boundaries have not. been shown. / 7) Fill certification note has not been provided on planer to bulletin ST- 19. 8) Datum reference has not been noted on plan. 9) Proposed basement elevation has not been noted on plan. 10) ;' "Erosion= controLme� asures for the h uo se, well and S S T S have not been shown. `�Detal-must�also be�provided:`�"f� 11) Location of percolation holes have not been shown on the plan. 12) Location map, minimum scale of 1 "= 2000', has not been provided: 13) Standard pump pit notes have not been provided, refer to Bulletin ST -19. 14) Trench detail for force main has not been provikd, refer to Bulletin ST -19. 15) Proposed well location has not been shown. 16) All proposed and existing wells and septic wit �n 200 feet of the proposed well and septic are to be shown or a note stating none exists. 17) Minimum distance from an absorption trench to ledge rock is 10 feet. Letter to: Angelo Skalafuris - August 18, 1998 -2- 18) Distance from the proposed well to the property lines are to be shown. 19) Location of the service connection from the well to the house is to be shown. 20) Trench cover is toybe noted,as geotextlle material or equivalent. .� to �- ,,, cI' ti - ..,.f�.': ..J.�-_.. 21) Trench detail'notesr� o'c`. rriiiimum current codes requires a minimum of 6' o. c.. 22) st protection. 23) Well detail is to show: top of casting 18" above grade, ground sloping away, (� minimum 20 feet of casing. 24) Distribution box detail is to show the minimum of 12" bedding of pea gravel or clean sand. Upon receipt of a submission, revised to reflect that above comments, this application will be considered further. RM: to V ry ruly yours, Robert Morris, P.E. Public Health Engineer COMPREHENSIVE ENGINEERING Dr. Angelo J. Skalafuris, P.E. President September 1, 1998 PUTNAM COUNTY DEPARTMENT OF HEALTH Attn: Mr. Robert Morris, Public Health Engineer 4 Geneva Road Brewster NY 10509 { Dear Mr. Morris Thank you for letter of August 18, 1998, which you faxed to me the other d y. I would ask that you please correct your records to indicate my correct address so I can resp n to your inquiries in a more timely manner. Concerning your commentary, please understand t a I am submitting only a 'supplementary drawing to the original, which was submitted by Sarka Leff of Croton Falls and approved by Mr. Bill Hedges, the approval of which should be on file. Many of your inquiries concerning this plan can be found on the original drawing. In order to avert confusion in the future, that drawing is enclosed as drawing No. 1. My addendum to those plans is designated as drawing No. 2. Addressing your concerns in the numerical order, which you record in the above - cited letter, kindly consider the following, which includes appropriate alterations. 1. North Arrow, which is on drawing No. 1, is now also included on drawing No. 2. 2. Hydraulic profile shows centerline of trenches 1 through 7. 3. Construction notes 1 -13 are now provided verbatim rather than being paraphrased. 4. Drawing No. 1, which I understand was approved by Bill Hedges contains the entire property with meets and bounds. These can also be found in the integrated plot plan, FM 2271, copy of the relevant portion of which is attached to this resubmission. 5. Footing /gutter drain discharge details are shown on drawing No. 1 and have also been transferred to drawing No. 2. 6. We have now included the soil conservation soil type boundary. . 7. Fill certification note is now provided on drawing No. 2. . 8. Datum reference can be found on drawing No. 2. 9. Dwelling is already constructed with basement & finish floor elevation set based on original submission. 10. The fill on this property has been in place for over one year and the soil must be assumed to be stabilized. The silt fence detail has been shown in drawing No. 2. 11. Original percolation holes are found on drawing No. 1. Subsequent percolation holes are found on drawing No. 2. 12. A location map has now been included on drawing No. 2. . 13. Standard pump pit notes according to ST -19 are now included on drawing No. 2. . 14. Trench detail for forced main is now provided. 15. Proposed well -shown on drawing No. 1 is now also placed on drawing No. 2. 16. Appropriate notes and placements concerning 200 -foot buffer zone between septic system and any other watercourse is now found on drawing No. 2. 17. Septic fields are revised to meet 10 -ft. minimum setback from rock ledge. Engineering 115 Forster Ave. Mt. Vernon NY 10552 -2316 Tel: 914/668 -9108. Fax @ 2370 cogenerate;'ri.fcc.net Factory 465 E. Farmersville Rd. New Holland PA 7557 717/354 -3105 Fax: @ 4887 I COMPREHENSIVE ENGINEERING - Dr. Angelo J. Skalafuris, P.E. President 18.. Position of the proposed well relative to the property line can be found on drawing No. 1. 19. Location of the fresh water service connection coming from the well is now shown on drawing No. 1. 20. Trench cover previously designated as filter fabric, has now been augmented — "geotextile ". 21. The designation of T' O.C. is revised to reflect 6" O.C. 22. All footing details are found on architectural plan and were not a consideration in the design of this septic system. Furthermore, the house has been constructed now for over a year, during which time; the fill has also been in place for that period of time, and awaiting inspection by your office. 23. Well detail shows top of casing at 18" above grade with ground sloping away as will as 20 feet minimum casing. 24. The distribution box detail has been altered to increase the bedding of pea gravel from 6" to 12 ". I trust that the above correction meets with your recent demands. Mr. Pace and I will remain grateful to you for a prompt review of this resubmission and approval. Thanking you in advance, I remain, Sincerelv vours- Engineering 115 Forster Ave. Mt. Vernon NY 10552 -2316 Tel: 914/668 -9108. Fax @ 2370 co eng erated-kc.net Factory 465 E. Farmersville Rd. New Holland PA 7557 717/354 -3105 Fax: @ 4887 qb t >n w O VA 5 h � Zq2, 30 I ► 1\ ', �, �� �. �� � `I. 575 3� �' � ' � � , o } •'� \� g7�t8� fig, � `� _ i � ��•94 572 ► � 1 v i ������ ►► , ►I Am V, , , t' t 1 , , I I I I I I I i I I I I I I I �� �\ \\ � ,mot �, �,, , ► t �t 1 � ► , 1` �\ \ \t-• ,�t t t 1 t � 1 1 1 \ I I , ��►t � t 1 \ 1 � t. \ 1 t � ka.\ i , 1 I I I / 1 r � � i From: Angelo Skalsfuris To: Robert Morris Date: 1122199 Time: 11:58:20 AM Page 2 of 2 Comprehensive Engineering Dr. Angelo J. SkaldU*, P.E. January 22, 1999 To: Robert Morris Putnam County Department of Health 4 Geneva Road Brewster NY 10509 Via Fax: 278 7921 Dear Mr. Morris There follows my most recent record of our eorrespondance. I assumed from your letter that you received our most recent engineering drawings and that you found them acceptable. Kindly let me know by fax or phone if there is anything else you may require.I regret you did not receive our percolation tests, which I rush to first transmit to you with this facsimile. Mr. Pace would like to hand deliver originals to you in the morning. Sincerely 115 Forster Avenue Forensics, Structural & Code Inspection Mt. Vernon, New York, 10552 -2316 Teclutical Evaluations. Design & Fabrication Tel: 914/668 -9108, Fax @ 2370 Email:cogenerale @fcc.nct Energy, Cogeneration, Environmental Remedtation, City Planning Letter to: Angelo Skalaforis - September 9, 1998 _2- 4) All references to building paper on the trench detail(s) must be removed or crossed out. 5) Three addition copies of the fill and erosion control plan are to be submitted. Upon receipt of a submission, revised to reflect that above comments, this application will be considered further. V ly yours obert Morris, P.E. RM:tn Public Health Engineer PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES Date Z5 Re: Property of 114 Located at c-.' ep- (T) ! z°�r►Sect ionj'� Block Lot Subdivision of -15, Subdv. Lot # Filed Map # Date Gentlemen: This letter is to authorize JS :t/P /la- h e T � / /=, a duly licensed professional engineeror registered architect (Indicate to apply for a Construction Permit for a separate sewage system, to serve the above noted property in accordance with the standards, rules or regulations as promulagated by the Commissioner of the Putnam County Department of Health, and to sign all necessary papers on my behalf in connection with this matter and to supervise 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. Very truly yours, Oigned Countersigned: �44 Owner of Property P.E. , R.A. , # (f (P 7 6-3 / jl' Address Address Town 277_ �0T� Te ephone Telephone PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES: CONSTRUCTION PERMIT FOR SEWAGE TREATMENT SYSTEM PERMIT # Located at CAk01 -11V C M V1 Town or Village N TIG "S(/ 1 t Subdivision name�Ij�jr 6; ID Subd. Lot # Tax Map Block Lot Date Subdivision Approved Owner /Applicant Name Mailing Address Renewal Revision Date of Previous Approval Zipl1 Amount of Fee Enclosed,a� Building Type Z Lot Arear No. of Bedrooms Design Flow GPD 4600 Fill Section Only Depth Volume. PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage System to consist of.. 13'0 gallon septic tank and WOO& Other Requirements: To be constructed by Water Supply Public Supply From or:' Private Supply Drilled by Address Address Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatments s� tem described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original R.A. Date License # W005l'°' APPROAD F ft CONSTRICTION: 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 when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Approved for discharge of domestic sanitary sewage only. Title: Date: White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CP -97 DEPARTMENT OF HEALTH Division of Environmental Health Services Dr. Angelo J. Skalafuris, P.E. Comprehensive Engineering 115 Forster Avenue Mt. Vernon NY 10552 -2316 Dear Dr. Skalafuris: BRUCE R. FOLEY Public Health Director 4 Geneva Road Brewster, New York 10509 Tel. (914) 278-6130 Fax (914) 278-7921 August 11, 1998 RE: Application to Construct a Subsurface Sewage Treatment System at Pace Caroline Drive, Lot #6 (T) Patterson, TM# 13 -2 -4 The Putnam Cotmty Department of Health (Department) has determined that the above referenced application, received by the Department on August 3, 1998 is incomplete. Please be advised that the following information is required before the Department may commence its review. • Standard construction permit application has not been submitted. (Enclosed). • Letter of Authorization does not provide subdivision name. (Enclosed). • Well permit application has not been submitted. (Enclosed). • Short EAF has not been completed. (Enclosed). • House plans have not been submitted. The review of your application will commence once the Department receives the requested information and determines that the application is complete. The Department will notify you within 10 days of its receipt of the requested information as to the completeness of your application. Please be advised that failure to submit information to the Department or to follow procedures is sufficient grounds to deny approval, pursuant to the New York City Department of Environmental Protection Watershed Regulations and Putnam County Dept. Of Health regulations. Should you have any questions or care to discuss this matter, please contact me at (914) 278 -6130 ext. 166. V truly yo RM/tn Robert Morris, P. E. enc. Public Health Engineer PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH INDIVIDUAL WATER SUPPLY & SUBSURFACE SEWAGE TREATMENT SYSTEMS REVIEW SHEET FOR CONSTRUCTION PERMIT STREET LOCATIONIdi M tGV NAME OF OWNER REVIEWED BY(& GR, AS, MB, BH DATE e I f TAX MAP # PERMIT APPLICATION PWS LETTER OF AUTHORIZATION DATA SHEET (DDS) ATE RESOLUTION PLANS - TWO S SUBDIVISION LEGAL SUBDIVISION SUBDIVISION APPROVAL CHECKED PERC RATE FILL REQUIRED DEPTH CURTAIN DRAIN REQUIRED STANDPIPES GENERAL LOCATED IN NYC WATERSHED PLANS SUBMITTED TO DEP DELEGATED TO PCHD DEP APPROVAL, IF REQ'D DEEP TEST HOLES OBSERVED PERCS TO BE WITNESSED F—HEX-APPROVAL SSDS ADJ. LOTS (TOWN/DEC PERMIT REQ'D ?) TA ON DDS PLANS & PERMIT SAME E 1969 NEIGHBOR NOTIFICATION ITER BI /ZBA 100 YR. FLOOD ELEVATION OTHER REQ'D PERMIT(S) RE4UIRED DETAILS ON PLANS SEWAGE SYSTEM PLAN - (NORTH ARROW) SSDS HYDRAULIC PROFILE GRAVITY FLOW CONSTRUCTION NOTES DESIGN DATA: PERC & DEEP RESULTS T CONTOURS EXISTING & PROPOSED Y N EROSION CONTROL:HOUSE,WELL, SSDS PERC & DEEP HOLES LOCATED REPRESENTATIVE OF PRIMARY & EXPANSION LOCATION MAP EXP. AREA; SHOWN; GRAVITY FLOW,'SUFF.SIZE IF PUMPED, PIT & D BOX SHOWN & DETAILED HOUSE - NO.OF BEDROOMS WELLS & SSDS'S WAN 200' OF PROPOSED SYS. PROPERTY METES & BOUNDS HOUSE SETBACK NECESSARY (TIGHT LOT) HOUSE SEWER - 1/4" FT. 4 "0; TYPE PIPE NO BENDS; MAX.BENDS 45° W /CLEANOUT FILL SYSTEMS CLAY BARRIER 10- FT. HORIZONTAL;SLOPE 3:1 TO GRADE FILL SPECS FILL NOTES FILL CERTIFICATION NOTE DEPTH GAUGES FILL PROFILE & DIMENSIONS VOLUME FILL IN EXPANSION AREA LF TRENCH PROVIDED 60 FT MAX. lfl PARALLEL TO CONTOURS 100% EXPANSION PROVIDED SEPARATION DISTANCES SPECIFIED ON PLAN - FROM SSTS 10' TO P.L., DRIVEWAY, LARGE TREES; TOP OF FILL 20'170 FOUNDATION WALLS _15'WELL TO PL 100'170 WELL, 200' IN DLOD, 150' PITS 100' TO STREAM WATERCOURSE LAKE (inc. expan) 50' TO CATCH BASIN, 35' STORMDRAIN, PIPED WATER 10' TO WATER LINE (pits -20') 50' INTERMITTENT DRAINAGE COURSE 200'/500' RESERVOIR, ETC. _150' GALLEY SYSTEMS 15'MIN to CDS= >5 %,10'- 4 %,25'- 3 %,30'- 2 0/o,35'- 1%,100' - <I% 20'MIN to CD discharge /100'with 182 cons day discharge SEPTIC TANK DRIVEWAY & SLOPES, CUT m 10' FROM FOUNDATION; 50' TO WELL FOOTING /GUTTER/CURTAIN DRAINS WELL SOIL TYPE BOUNDARIES ® DIMENSIONS TO PROPERTY LINE TITLE BLOCK; OWNERS NAME,ADDRESS LOCATION OF SERVICE CONNECTION TM #,PE/RA; NAME,ADDRESS,PHONE# DATE OF DRAWING/REVISION DATUM REFERENCE LOCATION OF WATERCOURSES, PONDS LAKES AND WETLANDS WITHIN 200 FEET mPROPOSED FINISH FLOOR AND BASEMENT EL. COMMENTS: �1 't COMPREHENSIVE ENGINEERING Dr. Angelo J. Skalafuris, P.E. President PUMP PIT DESIGN Lot. #4, Caroline Drive, Patterson NY Mr. & Mrs. Peter V. Pace FLOW CALCULATIONS 4 Bedroom House x 200 gpd = 800 gpd 16 hour average use 2.5 Peak period deviation 800x2.5/(16x60) = 2 gallon/min average flow rate Trench Volume 564 ft. 4" PVC pipe x (706) x 0.75 = 37 ft; x 7.48 = 277 galls /cycle Normalized Pump Pit Size 4'x4'xl' x 7.48 = 120 gallon pump pit volume per foot 277/120 = 2.3 min head between On & Off Pump Inlet Elevation = 551.20 ft. Alarm level 550.50 -.50 Pump On 550.00 -2.30 Pump Off 547.70 1.50 Bottom of Pit 546.20 Remote Distr. Box 560.25 Static Head (560.25 - 547.70) = ....... ............................... ...........................12.3 FRICTION HEAD Length of Force Main 206' 2 -90" Elbows @5.5 11 1 Check Valve 14.4 1 Valves @ L 12 1.12 Equivalent Length 232.52' Friction Factor x 0.034 Assumed 42 gpm & 20 ft. TDH Total Friction Head 7. 90' ........................... ............................... 7.90 TOTAL DYNAMIC HEAD = 20.2 1% consistency) Running time = 277/42 = 6.6 minutes Choose Gould Pump Type 3885, Model No. #WE0311M, 115VAC, l -ph, 1/3 HP, 9.4 Amps LIST OF RECOMMENDED ACCESORIES (Gould Catalog, pages attached) 3 Mercury Level Float Switches (On, Off& Alarm) 1 Magnetic Contactor 1 Check Valve (PVC) J 1 High Liquid Level A Engineering 115 Forster Ave. Mt. Vernon NY 10552 -2316 Tel: 914/668 -9108. Fax @2370 # A2 -3 # A3 -2012 # A9 -2P # A3300 Factory 465 E. Farmersville Rd. New Holland PA 7557 717/354 -3105 Fax: @ 4887 t OF6 APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems SPECIFICATIONS Pump. • Solids handling capabilities: 3/4" maximum. • Discharge size: 2" NPT. • Capacities: up to 128 GPM. • Total heads: up to 123 feet TDH. • Mechanical seal: silicon carbide -rotary seat/silicon carbide = stationary seat, 300 series stainless steel metal parts, BUNA -N elastomers. • Temperature: 104 °F (40 °C) continuous 140 °F (60 °C) intermittent. • Fasteners: 300 series Stainless steel. • Capable of running dry without damage to components. Motor Single phase: • Y HP, 115 V, 200 V, 230 V, 60 Hz, 1750 RPM; 1/2 HP, 115 V, 60 Hz, 3500 RPM; '/2 HP —1'/2 HP, 230 V, 60 Hz, 3500 RPM. • Built -in overload with automatic reset. • Class B insulation. Three phase: •'/2 HP —1'/2 HP 200/230/ 460 V, 60 Hz, 3500 RPM. • Class B insulation. . • Overload protection must be provided in starter unit. • Shaft: threaded, 400 series stainless steel. • Bearings: ball bearings upper and lower. • Power cord: 20 foot standard length (optional lengths available). Single phase: •'/3 and'' /z HP —16/3 SJTO with 115 V or 230 V three prong plug. • % -1'/2 HP —14/3 STO with bare leads. Three phase: •'/2 -1'/2 HP —14/4 STO with bare leads. On GSA listed models — 20 foot length SJTW and STW are standard. FEATURES ■ Impeller: Cast iron, semi - open, non -clog with pump - out vanes for mechanical seal protection. Balanced for METERS FEET 25 20; 0 W U a 15 0 a 10 Goulds Submersible Effluent Pump .I 3885 smooth operation. Silicon bronze impeller available as an option. ■ Casing:,Cast iron volute type for maximum efficiency. 2" NPT discharge adaptable for slide rail systems. ■ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA -N elastomers. ■ Shaft: Corrosion - resistant stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. ■ Motor: Fully submerged in high -grade turbine oil for lubrication and efficient heat transfer. ■ Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, 0F, can be operated continuously without damage. ■ Bearings: Upper and lower heavy duty ball bearing construction. ■ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. ■ 0 -ring: Assures. positive sealing against contaminants and oil leakage. AGENCY LISTINGS SP Canadian Standards Association @ Underwriters Laboratories SAL Vv%\�■■ ■ ■ ■ ■ ■ ■ ■■ `t '�■■�V■�■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 60 ob,.qn ot �■■ Eft �0 1111M bh'q,% ■■ ■ ■ ■■ 00,■IRMI t++r t �..�• ■C�J. ■� Zo•Z. 0 10 20 30 41 50 60 70 60 90 100 110 120 130GPM i i 0 10 20 30 m3 /h CAPACITY •PARTS . Item N0. Description 1 Impeller 2 Casing 3 Mechanical seal 4 Shaft 5 Motor 6 Bearings - upper and lower 7 Power cable 8 0 -ring 7 IJ 8 Goulds Submersible fil u e t Pump rriUULL 10 0 I 3 ©IJF;:: a MODELS PERFORMANCE RATINGS (gallons per minute) Order No. HP WE0311M WE0312M WE0318M Phase Max. Amp. RPM 3e Heater Size Wt. lbs. WE0311 L y3 ��it®fifti��ffiff���� 1 9.4 1750 3500 1 N/A 56 60 WE0312L tttt 1 /Z ��;'[G 4.7 WE0318 1 1750 E2;30 5.4 1 3500 3500 1 3500 WE0312M 4.7 WE0318M - 200 5.4 14.5 WE0511H - 2 115 WE0512H � � 230 7.3 WE0518H - 200 8.4 WE0538H 84 200 3 3.9 K32 WE0532H . 230 3.4 K32 WE0534H 460 1.7 K21 WE0511HH 83 115 1 .14.5 N/A WE0512HH 25 230 7.3 WE0518HH 76 200 8.4 WE0538HH 75 200 3 3.8 K32 W 0532HH 67 230 3.3 K31 WE0534HH 3 460 1.65 K21 WE0712H 58 78 3/ 230 1 10.0 N/A 70 WE0718H 15 47 200 .11.5 WE0738H 67 c 200 3 6.2 K49 WE0732H 62 86 230 5.4 K39 WE0734H 460 2.7 K28 WE1012H 18 60 1 230 1 12.5 N/A WE1018H 42 67 200 14.4 WE1038H 60 200 3 8.1 K43 WE1032H 3 54 230 7.0 K43 WE1034H 460 3.5 K32 WE1512H 70, 1'/ 230 1 15.7 WA 80 WE1538H 47 200 3 10.6 K53 WE1532H 25 230 9.2 K50 WE1534H 460 4.6 K36 WE1512HH 40 230 1 15.0 WA WE1538HH 200 3 1 10.6 K53 WE1532HH 100 230 9.2 K50 WE1534HH 1 460 16 K36 For 575 V consult factory. METERS FE 1: 35 F 30 v 25 20 O 1s 1oh 5f 0L Order No. WE0311L WE0312L WE0318L WE0311M WE0312M WE0318M W11:11H WEo512H WE0538H WE0532H WE0534H WE0518H WE0712H WE0738H WE0732H WE0734H IWE0718H WE1012H WE1038H WE1032H WE1034H WE1018H WE1512H WE1538H WE1532H WE1534H WE0511HH WE0512HH WE0538HH WE0532KH WE0534KH WE0518HH WE1512HH WE1538HH WE1532HH WE1534HH •1 � p�04 ��it®fifti��ffiff���� '/3 '/2 3/1 1 1'/2 '/2 tttt 1 /Z ��;'[G RPM 1750 1 1750 3500 3500 1 3500 3500 1 3500 ��t► ®��fttlitft���tf8fit•. - - - - - - 60 - � � 80 65 - - - - 56 84 15 60 57 69 90 104 128 53 82 20 36 45 60 83 98 122 48 77 _ 25 25 50 76 92 116 �tl♦ 75 2 30 38 67 85. 109 40 72 3 35 26 58 78 102 35 70 0 40 15 47 70 94 30 67 c 45 36 62 86 25 64 50 25 52 77 18 60 55 17 42 67 12 58 �0 60 Order No. WE0311L WE0312L WE0318L WE0311M WE0312M WE0318M W11:11H WEo512H WE0538H WE0532H WE0534H WE0518H WE0712H WE0738H WE0732H WE0734H IWE0718H WE1012H WE1038H WE1032H WE1034H WE1018H WE1512H WE1538H WE1532H WE1534H WE0511HH WE0512HH WE0538HH WE0532KH WE0534KH WE0518HH WE1512HH WE1538HH WE1532HH WE1534HH HP '/3 '/3 '/2 3/1 1 1'/2 '/2 tttt 1 /Z RPM 1750 1 1750 3500 3500 1 3500 3500 1 3500 3500 5 - - - - - - 60 - 10 80 65 - - - - 56 84 15 60 57 69 90 104 128 53 82 20 36 45 60 83 98 122 48 77 25 25 50 76 92 116 45 75 2 30 38 67 85. 109 40 72 3 35 26 58 78 102 35 70 0 40 15 47 70 94 30 67 c 45 36 62 86 25 64 50 25 52 77 18 60 55 17 42 67 12 58 �0 60 8 32 56 3 54 65 21 46 51 70, 11 35 47 75 25 43 80 15 40 90 33 100 24 110 1 1 1 5 120 1 1 1 5 DIMENSIONS (All dimensions are in inches. Do not use for construction purposes.) D" /3,'/, 3/ and 1 HP =15' except for model WE0712H and WE1012H =18 ; 1 A HP =18' 12'/' r ROTATION 8' /" " KICK -BACK I LtV 1J_1 EFFLUENT EJECTOR SYSTEM Effluent ejector system Goo Package Includes: offers ease of ordering Submersible Effluent Pump WE0311L, and installation. A single 12L or WEO311M,12M, WE0511HH,12HH 1 ordering number specifies Mechanical Level Control Switch 0 10 20 30 40 50 60 70, 90 so 100 GPM a complete system designed A2- 5(115V) A2- 6(230V) P Y 9 Basin A7 -1801 S, Basin Cover A8 -1822 0 10 20 M31h for most residential and Check Valve A9 -2P CAPACITY commercial sump and Order No.: SWE0311 L, SWE0312L, GOULDS PUMPS. INC. effluent pump applications. SWE0511HH SW 051 HH. WATER TECHNOLOGIES GROUP SENECA FADS NEW YORK 3148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. A2 -7 Features ■ Bare leads for direct connection to a panel. ■ Mechanically activated tilt switch with heavy duty non - mercury contacts, not sensitive to rotation. ■ Normally open design for pump down operation. ■ Adjustable start/stop level from 5.5" to 36 ". ■ Entire unit is UL and CSA listed. Specifications ■ Rated for up to % HP, 115 V or up to 2 HP, 230 V. ■ Rated for 85 starting amps, 115 V,15 running amps maximum. 85 starting amps, 230 V,15 running amps maximum. ■ 15 foot flexible 14 gauge, 2 conductor (UL) SJOW -A, SJOW (CSA) water resistant, neoprene cord. ■ Plastic PVC housing can be used in liquids up to 140 °F (60 °C). ■ Epoxy sealed switch and cord conductors. ■ Not sensitive to turbulence. A2 -8 Features ■ Bare leads for direct connection to a panel. ■ Mechanically activated tilt switch with heavy duty non - mercury contacts, not sensitive to rotation. ■ Normally closed design for pump up operation. ■ Adjustable start/stop level from 5.5" to 36 ". ■ Entire unit is UL and CSA listed. Specifications ■ Rated for up to % HP, 115 V or up to 2 HP, 230 V. ■ Rated for 85 starting amps, 115 V,15 running amps . maximum. 85 starting amps, 230 V,15 running amps maximum. ■ 15 foot flexible 14 gauge, 2 conductor (UL) SJOW -A, SJOW (CSA) water resistant, neoprene cord. ■ Epoxy sealed switch and cord conductors. ■ Not sensitive to turbulence. AN Features ■ Mercury switch permanently sealed in polyurethane resin. • Adjustable weight position. • Normally open design mercury fluid contacts. ■ Can be used in liquid up to 140 °F (60 °C). NGOULDS .PUMPS, INC. WATER TECHNOLOGIES GROUP SENECA FALLS NEW YORK 13148 �4qF 4 Goulds Control Switches Specifications . , ■ Unit rating: 10 amps at 120 or 240 Vac. 15 foot SJO neoprene cord 13 amps maximum. ■ Two required for simplex system (one pump). ■ Three required for duplex system (two pumps). ■ Differential infinitely adjustable for a wide range of applications. ■ Bare leads suitable_for pilot circuit control up to 230V. A2-2� A2 -2 Features • Pressure activated switch. • Liquid level differential permanently set at 6 ". Requires 12" submergence. ■ 15 foot cord with bare leads for direct connection to a magnetic contactor or a starter as a pilot switch. ■ Ideal when limited space is available. A2 -3M Features .m Mechanically activated tilt switch with heavy,duty non - mercury contacts. ■ Adjustable weight position. ■ Normally open design. ■ Can be used in liquid up to 140 °F (60 °C). Specifications ■ Unit rating: 5 amps at 120 or 230 Vac. 15 foot SJOW-A' (UL), SJOW (CSA) water resistant, (CPE) neoprene. ■ Differential infinitely adjustable. ■ Bare leads suitable for pilot circuit control up to 230 V. A2-3M20 ■ Same as A2 -3M except it has a 20 foot cord. A2WT ■ Adjustable PVC cable weight. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. i A2.91 Features ■ Mechanically activated tilt switch with heavy duty non - mercury contacts, not sensitive to rotation. ■ Rated for up to' /2 HP, 115 V, single phase within amp rating below. • Normally open design. • Adjustable start/stop range from 5.5" to 36 ". ■ Non - corrosive PVC plastic housing for use in liquids up to 140 °F (60 0C). ■ Automatic operation by directly controlling pump. (No control panel required.) ■ UL and CSA listed. Specifications ■ 10 foot Neoprene flexible 16 gauge 2 conductor (UL) SJOW-A, SJOW (CSA) cord with molded piggy -back plug NEMA 5-15 P. ■ Rated for: 85 start up amps, 13 running amps maximum. ■ Not sensitive to turbulence. A2 -9F ■ Same as A2 -91, except with 20 foot cord. A2 -5 Features ■ Mechanically activated tilt switch with heavy duty non - mercury contacts, not sensitive to rotation. ■ Rated for up to % HIP, 115 V, single phase operation, within amp rating below. ■ Normally open design for pump down operation. ■ Adjustable start/stop level from 5.5" to 36 ". ■ Epoxy sealed switch and cord conductors. ■ PVC plastic float housing can be used in liquids up to 140-, F (60° C). . ■ Automatic operation directly controlled by pump. (No control panel required.) ■ UL and CSA listed: Specifications ■ 15 foot Neoprene flexible 14 gauge 2 conductor (UL) SJOW -A, SJOW (CSA) water resistant cord with piggy- back plug NEMA 5 -15. ■ Rated for 85 start up amps, 115 V,15 running amps. ■ Not sensitive to turbulence. A2.6 Features ■ Mechanically activated tilt switch with heavy duty non - mercury contacts, not sensitive to rotation. . ■ Rated for up to 2 HP, 230 V, single phase operation, within amp rating below. ■ Normally open design for pump down operation. ■ Adjustable start/stop level from 5.5" to 36 ". ■ Epoxy sealed switch and cord conductors. ■ PVC plastic float housing can be used in liquids up to 140° F (60° C). ■ Automatic operation directly controlled by pump. (No control panel required.) ■ UL and CSA listed. Specifications 6 15 foot Neoprene flexible 14 gauge 2 conductor (UL) SJOW -A, SJOW (CSA) water resistant cord with piggy- back plug NEMA 6 -15. ■ Rated for 85 start up amps, 230 V,15 running amps. ■ Not sensitive to turbulence. Goulds Pump Switches Features ■ Double float switch consisting of two sealed floats, two cables molded to one piggy =back plug cord. ■ Both sealed floats contain a heavy -duty mechanical switch with a holding relay sealed inside one float. ■ A2 -11 is rated for up to % HIP, 115 V. A2 -12 is rated for up to 2 HP, 230 V, within amp rating below. ■ Adjustable start/stop range from 1 "to 48 ". ■ Automatic operation by directly controlling pump. (No control panel required) ■ UL and CSA listed. Specifications ■ 15 foot Neoprene flexible 14 gauge (UL) SJOW (CSA) water resistant cord from float to splice. 14 gauge 3 conductor (UL) SJTOW -A. SJTW (CSA) thermoplastic water resistant cord with molded piggy -back plug. ■ Rated for 85 start up amps, 115 V,15 running amps maximum. 85 start up amps, 230 V,15 running amps maximum. ■ Not sensitive to turbulence. A2 -1 / A2-4 • Pressure actuated switch. • Liquid level differential permanently set at 6 ". Requires 12" submergence. ■ A2 -1: rated for up to'/ HP, 115 V, single phase. A2 -1:15 foot power cord equipped with piggy -back plug NEMA 5 -15. ■ A2 -4: rated for up to 1/2 HP, 208/230 V, single phase. C� ■ A2 -4:15 foot power cord equipped with piggy -back plug NEMA 6 -15. . ■ Cast iron body with stainless steel strain relief, fasteners and bracket. ■ Ideal when limited space is SJE . ■ The SJE VerticalMasteP pump switch is designed to operate in applications with limited space, such as small sump chambers and laundry trays, as well as in large tanks. This pump switch is capable of directly controlling pumps up to 1/2 HP at120V and 1 HP at 230 V. The SJE Vertical Masterlm is designed for easy attachment and is available in pump down models only. Features • Magnetically activated. • Heavy duty contacts. • Adjustable pumping range of %to 6'/2 inches. • Not sensitive to turbulence. • Available in pump down models only. ■ UL listed for water and sewage and CSA certified. Model Description 10VM1 WP 10 t cord with plug —115 V 10VM2WP 10 it cord with plug — 230 V 20VM1 WP 20 fL cord with plug —115 V 20VM2WP 120 fL cord with plug — 230 V 0 1995 Goulds Pumps, Inc. Effective May, 1995 . 4 A3 -2012 ` MAGNETIC CONTACTOR A3 -5034 MAGNETIC STARTER SINGLE PHASE Provides automatic or manual pump operation for single phase systems. Model No. HP Volts A3 -2012 %r2 115/200/230 A3 -3012* 3 200/230 A3 -5012* 5 230 * Includes run capacitors and pilot duty over temperature connection, for 388803/D4 and 3SD /4SD only. • Single phase, 60 Hz. • NEMA 1 steel enclosure standard. • Includes: contactor, hand -off auto switch, run light, and terminal block for wiring connections. May be used on 1/3 through 5 HP pump. •Separate level control switch(es) required, One A2 -2, two A2 -3, or one A2 -7. Goulds "A". Series Electrical Control Panels C� Simplex A3 Series Control Systems THREE PHASE. Provides automatic or manual.pump operations, and three leg motor protection for three phase systems. Model No. HP Volts A3 -5034 '' /z-5 or 3 HP at 200 V 208/230/460/575 A3.7534 7' /z 208/230/460/575 A3 -5038" 5 NO (208) * To be used for 200 (208 V) 5 HP power supplies. • Three phase, 60 Hz. • NEMA 1 steel enclosure standard. • Includes: contactor, hand - off -auto switch, run light, transformer for 115 V pilot circuit, and terminal block for wiring connections. • Overload protection required. Ambient compensated quick trip type heaters (3 required) must be ordered separately. • Separate level control switches required, one A2 -2, two A2 -3, or one A2 -7. SIMPLEX CONTROL PANEL OPTIONS (List panel model number, then any of the following options order numbers.) CAN BE ADDED TO ABOVE BASIC CONTROLLERS TO MEET SPECIFIC JOB REQUIREMENTS ENCLOSURES NOTE: Enclosures listed above are dead -front type, all switches and indicator lights would be mounted inside.of panel on permanent mounting bracket. ENCLOSURE OPTIONS Rating Construction Order No. Single Phase NEMA 3R Steel, Hinged Door 3110 NEMA 4_ Steel, Hinged Door 3120 NEMA 4X Fiberglass, Hinged Door, 3130 NEMA 12• Steel, Hinged Door 3140 Three Phase NEMA 3R Steel, Hinged Door 3160 NEMA 4 Steel, Hinged Door 3170 NEMA 4X Fiberglass, Hinged Door 3180 NEMA 12 Steel, Hinged Door 3190 NOTE: Enclosures listed above are dead -front type, all switches and indicator lights would be mounted inside.of panel on permanent mounting bracket. ENCLOSURE OPTIONS 0 1995 Goulds Pumps, Inc. Effective May, 1995 Order No. 1. Through door mounted H -O -A switch and run light. (Provides access without opening enclosure, standard on NEMA 1 panels.) ` A. NEMA 3/3R 3200 B. NEMA 4 3210 C. NEMA 12 3220 2. Plexiglass window over switch and indicator in . dead -front panel. 3230 3. Inner door (hinged) on dead -front panel. (Provides access to switches without hazard of entering actual panel.) 3240 4. Locking hasp. (Adder for NEMA 1 panels, hasp is standard on all others.) 3250 0 1995 Goulds Pumps, Inc. Effective May, 1995 SIMPLEX CONTROL PANEL OPTIONS ALARM CIRCUITS POWER EQUIPMENT Order No. 1. High -level alarm circuit. (Provides alarm circuit in NEMA 1 simplex panel. Choose alarm device to complete 3600 the system.) 3300 2. Low level alarm circuit (shuts pump down, 3620 signals pilot light) 3310L 3. Guaranteed pump submergence circuit. (Overrides NEMA 3 & 3R manual and automatic operation of pumps.) 3320 4. Extra set of alarm contacts. Projector horn (Used for signal of remote alarm device.) 6460 A. Powered (wet contacts) 3330 B. Non- powered (dry contacts) 3340 5. Seal failure circuit with indicator light. (Monitors I NEMA 4 & 12 moisture sensor on dual seal pumps.) 8. Remote alarm panel (includes: 4' bell silencer switch, and indicator light; rated NEMA 3/3R) A. Alarm requiring separate power 115 V power supply (Signaled by dry contacts in main panel.) A. Circuit built in A3 panel 3350 B. Circuit in separate NEMA 3/313 enclosure Remote alarm light in separate NEMAi enclosure (requires 115 V supply) (Used in conjunction with existing panel.) A4 -3 6. Low voltage, phase loss and reversal circuit. (Three phase only, stops 208 -230 V operation 3360 pumps and closes non - powered 460 V operation 3370 contacts.) POWER EQUIPMENT Consult factory for options not listed. Goulds "A" Series Electrical Control Panels Simplex A3 Series Control Systems ALARM DEVICES (can be added to simplex or duplex controllers) Order No. Main and control circuit breakers (Standard simplex panels do not contain breakers.) NEMA 1 Single phase, 115/230 V 3600 Three phase, 208/230 V 3610 Three phase,: 460 /575 V 3620 Consult factory for options not listed. Goulds "A" Series Electrical Control Panels Simplex A3 Series Control Systems ALARM DEVICES (can be added to simplex or duplex controllers) NOTE: When ordering alarm devices, please note desired voltage and mounting location; top, side, front, etc. ADDITIONAL ACCESSORIES Order No* ' 4' bell NEMA 1 6400 NEMA 3 & 3R 6410 NEMA 4 & 12 6420 6' bell NEMA 4 & 12 6430 Grille horn NEMA 3 & 3R 6440 NEMA 4 & 12 6450 Projector horn NEMA 3 & 313 6460 NEMA 4 & 12 6470 Flashing red light Lexan Glass globe with guard NEMA 1 & 313 6480. I NEMA 4 & 12 6490 8. Remote alarm panel (includes: 4' bell silencer switch, and indicator light; rated NEMA 3/3R) A. Alarm requiring separate power 115 V power supply (Signaled by dry contacts in main panel.) 6500 B. Alarm to be powered by main panel. . (Signaled by powered contacts in main panel.) 6510 Remote alarm light in separate NEMAi enclosure (requires 115 V supply) 6515 NOTE: When ordering alarm devices, please note desired voltage and mounting location; top, side, front, etc. ADDITIONAL ACCESSORIES RGOULDS PUMPS, INC. WATER TECHNOLOGIES GROUP SENECA FALLS NEW YDRK 13148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. c: Order No. 1. Condensation heater —115 V 230 V 460 V 3710 3720 3730 2. Elapsed time meter. (Mounted inside cabinet indicates pump run time.) 3740. 3. Cycle counter. (Mounted inside cabinet indicates number of pump starts.) 3750 4. Intrinsically safe controls. One required for each float. 3760 5. Test push buttons. (Overrides float switches to simulate operation of level controls.) A. NEMA 1 B. NEMA 3/3R/4 3770 3780 6. Lightning arrestor Single phase Three phase 3781 3782 7. Convenience outlet (115 V GFI) with circuit breaker protection, mounted internally, choose according to power supply (phase) Single phase controls 3783 Three phase controls 10 amp includes 1.0 KVA transformer 15 amp includes 1.5 KVA transformer 3784 3785 RGOULDS PUMPS, INC. WATER TECHNOLOGIES GROUP SENECA FALLS NEW YDRK 13148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. c: CHECK VALVES PLASTIC CHECK VALVES • Ideal for horizontal installation. • Compression seal connec- tion for easy installation. • Swing design flapper prevents clogging. • Available for pipe size 1 Y4 ", 1'/2" 2" 3" CAST IRON CHECK VALVES • Ideal for horizontal installation. • Heavy duty cast iron construction. • Swing design flapper prevents clogging. • Available in 2" and 3" NPT threaded connections. Pipe Size Order No. 2' NPT A9 -21 3" NPT A9 -31 PIPE CONNECTORS SHnRT RAr1111S Fl Rnw • Cast iron construction. • 125 lb. ANSI rated flange at pump end. • 3" NPT or 4" NPT threaded connection for discharge pipe. Flange Size Order Number Used With 3" A1-5 388803 4" Al -6 3888D4 Pipe Size Order No. 1'/' A9 -1213 1'/z" 2' A9 -15P AMP 3' AMP �GOULDS PUMPS, INC. WATER TECHNOLOGIES GROUP SENECA FALLS. NEW YORK 13148 (o of '6 Goulds Effluent and Sewage Pipe Fittings _ � oaf:• =. �r:� .—,a BALL CHECK VALVES • Ideal for vertical mounting. • Heavy duty cast iron or plastic construction. • Natural rubber ball. • Clean -out port and plug. • Available in 11/4", 1'/2 ", 2" and 3" NPT threaded connections. Pipe Size Order No. 1'/," NPT - A9 -12B 1' /z' NPT A9 -15B 2" NPT A9 -26 3' NPT A9 -3B � k Plastic Pipe Size Order No. 1' /" A9 -12BPT 1'/x' A9 -15BPT 2' A9-2BPT – I _j i 5.38 6.7r5 3.09 7 3.81 3.75 4.50 — -i 4' -8 NPT 3' –BNPT rrTi 11117-1 F__� }i I I--- 7.5 Dia. ____l 1--_ 9.00 Dia. A1.5 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. Al -6 PRINTED IN U.S.A. COMPREHENSIVE ENGINEERING Dr. Angelo J. Skalafuris, P.E. President PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL SERVICES ATTN: Mr. Robert Morris Brewster, New York 10509 Ref: Sewage Treatment System Dear Mr. Morris 31 July, 1998 On behalf of Mr. & Mrs. Peter V. Pace, we submit the following materials for your review, consideration and approval by which a septic sewage system may be installed for our client on their new property at Caroline Drive, Patterson New York. The enclosures contain the following materials: Four copies of site -and layout plans of the septic facility bearing my seal. We will remain grateful to you for the return of one plan of this set, stamped with your official seal and approval for our permanent files. 2. One certified check #02312255 drawn against Marine Midland Payment Services, in the amount of three hundred dollars ($300) to cover the application fee for this review. 3. One application of four parts for construction permit drawn up according to Form CP -97 4. One letter of authorization (Form LA -97) signed by the client and bearing my seal. You will note that this subdivision is on record as having been approved on 10 August 1987 and is recorded on file map. #FM2271 at the County Clerks office in Carmel NY. 5. One application of 3 pages for approval of wastewater treatment plan (Form PC -97). This application contains the results of our percolation test, which was carried out during July 2, & 3, 1998. 6. A certified document consisting of 6 pages which contain flow calculations which led to our choice of effluent pump and accessories, all of which are described in the cited catalog pages affixed therein. We hope that you will find the materials satisfactory and in order so as to permit our client to continue as soon as possible on the completion of this project. W O j�� K "010, "I., '-' W7. ::Mr Engine rin 0 115 F rs r Ave. Mt. V r n NY 10552 -2316 Tel : 4/668 -9108. Fax @ 2370 cogenerate @ged.net Factory 465 E. Farmersville Rd. New Holland PA 7557 717/354 -3105 Fax: @ 4887 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICE S. DESIGN DATA SHEET - SUBSURFACE SEN y E,TREATMENT SYSTEM Owner V.' Addtesg 7 Located at (Street) L1. OL Tax..-Ma p )�, ock 'k-- Lot (indicate nearest cross street) Municipality Watershed SOIL PERCOLATION TF,.q:T DATA Date of Pre-soaking Date of Percolation Test NOTES: 1. Tests to he reneated at same denth until nnnrnximatelweniial nermlation rates are obtained at each percolation test hole. (i.e. :5 1 min for 1 -3G mirl/inch-, k -2 -min.foij1,.760.mWinch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD-97 :,..::.From'Gird.und Level Percolatton ! .......... .. le HoNo. Ruti No , '�tne ......... ... W ...r. t to elapse T' Start Stogy .. ... Inches ... ........ MrWInch.. ab 7- 2 Ise. i 7, 3 -2,7, 4 5 11-0t 7.2, 1- to 1 t 1 6 "1 - 40 713- W 2 40 3 4 5 2' 3. -4 5 NOTES: 1. Tests to he reneated at same denth until nnnrnximatelweniial nermlation rates are obtained at each percolation test hole. (i.e. :5 1 min for 1 -3G mirl/inch-, k -2 -min.foij1,.760.mWinch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD-97 DEPTH GL lb TEST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES HOLE NO. j & A• HOLE NO. HOLE NO. Indicate level at which groundwater is encountered 1,10Li LC-0.40 Indicate level at which mottling is observed 06VS Indicate level to which water level rises after being encountered Deep hole observations made by: 1 Date Design Professional Name: Address: 11 S i7-09A t esign Professional's Seal Cp NEW Y� r- A n z ® A90FES5�'� �4 2 1.5' 2.5' 3.0' 3.5' 4.0' _ . Nto� •-u 4.5' 5.0' 5.5' 6.51-1, 7.5 ' 8.0' 9.0' Indicate level at which groundwater is encountered 1,10Li LC-0.40 Indicate level at which mottling is observed 06VS Indicate level to which water level rises after being encountered Deep hole observations made by: 1 Date Design Professional Name: Address: 11 S i7-09A t esign Professional's Seal Cp NEW Y� r- A n z ® A90FES5�'� �4 2 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION FOR APPROVAL OF PLANS FOR A WASTEWATER TREATMENT SYSTEM 1. Name and address of applicant: �►/�� Nt¢y, P�T��_`,l �. 2. Name of project: yz tya 3. Location TN: Qi .Z'-C e¢ 4a to 4. Design Professional: eomomN tkl lyEw. Address: its V-00.6-i'C�. k7SS?� � Z 3 640 6. Type of Project: _A,,�rivate/Residential Food Service Commercial Apartments Institutional Mobile Home Park Office Building Realty Subidvision Other (specify) 7. Is this project subject to State Environmental Quality Review (SEQR)? 00 Type Status (check one).., ................................................... Type I Exempt Type II Unlisted 8: Is -a {Draft Environmental Impact Statement (DEIS) required? ......................... t� 9. Has DEIS been completed and found acceptable by Lead Agency? ............... A� 10. Name of Lead Agency oil 11. If this project is an area under the control of local planning, zoning, or other ':officials ordinances?' " �k 0 12. If so, have plans been'submitted to such authorities? ........ ............................... S 13. Has preliminary approval been granted by such authorities? Date granted: . 14. Type of Sewage Treatment System Discharge ................. surface water groundwater 15. If surface water discharge, what is the stream class designation? .................... --tl �— 16. Waters index number (surface) ........................................... ............................... 17. Is project located near a public water supply system? ....... ........................... ..... 18. If yes, name of water supply Distance to water supply 19. Is project site near a public sewage collection or treatment system? ................ Jo 20. Name of sewage system Distance to sewage system 21. Date test holes observed 22. Name of Health Inspector Form PC -97 2 23. Project design flow (gallons per day) ............................. 24. Is State Pollutant Discharge Elimination System ( SPDES) Permit required ?... N1 a 25. Has SPDES Application been submitted to local DEC office? ......:.................. 4 26. Is any portion of this project located within a designated Town or State wetland? b 27. Wetlands ID Number ..............` ................................ ....... ............................... 28. Is Wetlands Permit required? ................. .................... ............................... w. Has application been made to Town-of Local DEC office? ......... 29. Does ' r poect require" 4 �+ q a DEC Stream Disturbance Permit? ................................. 30. Is or was project site used for agricultural activity involving application of pesticides to orchards -nor other crops, solid or hazardous waste disposal, landfilling, sludge application or industrial activity? ............................ Yes/No d 31. Is project located within 1,000 feet of existing or abandoned landfill, hazardous waste "site, salt stockpile, landfill, sludge disposal site or any other potential known source of contamination? ... ............................... Yes/No DESCRIBE: 32. Is there a local master plan on file with the Town or Village? ......................... �S 33. Arecommunity water and/or sewer facilities planned to be developed within 1;5�'years in or adjacent to project site? ................................. ............................... 34. Are any sewage treatment areas in excess of 15% slope? ............................... 35. Tax`Ma ID Number ... . Z ................................... ti p 3 Block Lot co 36. Approved plans are to be returned to ..... Applicant tom- Design Professional If the application is signed by a person other than the applicant shown in Item l .,the application must be accompani'e'dby a Letter of Authorization (Form LA -97). Failure to comply with this provision may be,grounds for the rejection of any submission. 5 I hereby affirm, under penalty of perjury, that information provided on this form is true ,to the'best of my knowledge and belief. False statements made herein are punishable as d Class A misdemeanor pursuant to Section 2 of the SIGNATURES & OFFICIAL TITLES: Mailing Address: Dr. Angelo !. Skalafuris P.E. 115 Forster Ave. Mt. Vernon, NY 10552 -2316 Y PUI'NAM CL.YJrl1'1' DEPAMEWr OF HFALUI DIVISION OF iIQLTS SERLTZCES DESIGN DATA SEWAGE DISPOSAL SfST-1cm FILE NO. Owne_ 4 Aadress M.) I a.1y 10dC0/ Located at (Street) 09'/Z0&/A/G D4kl/E��r 3// Sec. Block Lot V (indicate nearest cross street) t i cipality rO&Ml (r%� Watershed SOIL PE— RMLAZTON = DATA REFIRED TO HE SUPI9= W=- APPLI=CNS Date of Pra-- Scaking �/ '9'6 !Zmmov6 Date of Percolaticn Test HOLE INL'�.r`� CT= T—' PERCOIASIGN FERMLA.TIC?N Run Elapse Depth to Water From Voter Level No. , Tine Ground Surface In Inches Soil Rate Start -Step Min. Start Stop Drop In Msn /In Drop Inches Inches Inches 1 -2-nJ( 9 =33 91 // %y 2 :1= 3 3 :OV 30 /! %« �33��'' �r /5�r�•v r 3 !l �7, 4 3:36 y. 0 , 3O Il 13 Y ley 5 �� ®? '1 -' 37 /3 %y,, EEI- /t OS 2 3 5 -3O ilia.' 2 : 06 0)-0 L9'� 1 '' PTA 5 3 3:C),? 3 : 37 3-0 /� r' �✓" y /�'�t� 5 : 09 �e: 39 m -*2 ! �' '' 15 /-rim poir .4 2y� 4 30 3 Zs 5 22 3IF. 30 t YZ :&-O 1 �e %� v � / 31/ ICY NO'I'E5: 1. Tests to be repeated at s?.Te depth until approximately equal soil rates are obtained at each percolation test hole. All data to' be submitted for review. 2. Depth rceasu.rements to be made fran top of hole. PUMNAM CCUNI'Y DEPARI.'�iII�Tr OF EEALT3 DIVISICN OF ENVIPLIZE= HEALTH Sa-,VICES DESIGN DATA Sir-ET--SUBSUF'ir CE SEAR C'"r. DISPOSAL SiST-11:14 FILE NO sycr/fiv Pc.*c,E pC-rt PAf� d2 . Pcdress 4 "V /Od'o/ Locates at (Street) OQIG/E A-7 iii Sec. /2 Block Lot T / (indicate nearest t=oss street) Municipality rOkJd/ Watershed SOIL P =- RCOLAff-rCN TW DATA REQU -IRM TO BE SUFsM9=- WITS APPL 0,— rrICNS Date of Pre - Soaking fio/Zi W6 Date of Percolation Test HOLE NI.'�. 'tom CL Thy PERCOL .ASION PERCOLA -MCN. Run Flap se Depth to Water FYc m Water Level No.. Time Ground Surface Ln Inches Soil Rate Start -Stop Min. Start Stap Droo In Min /In Droo Inches Inc:^.es LnLhes - 1 3 to VO Ary !3.561 15 )?'Vt 2 X3.5 15 � 3 /V 5 1 2 3 4 5 1 2 3 4 5 NOTfS: 1. Tests to be repeated at sa-me- depth until ar-proximately equal soil rates are obtained at each percolation test hole. All data to' be suhmitted for review.. 2. Loth ireasureT,2nts to be Trade fran top of hole. SfCeFr 3 Or TEST PIT DATA REQUIRED TO BE SUBMITTED WITH APPLICATION DESC1=ION OF SOILS axmuNr= IN TEST EOLES DEPTH HOLE NO. IM HOLE m. 7 iWQ HOLE NO. l% G.L. 21 Cr6+�Pj` 01214A,16E z'a 3' 6ftT ©& -1hV6E 4 /Logic �?oc�c @ �� ro Zy'' 51 /lD�G 006E L 61 71 8' 9' 10' 11' 12' 13' 14' INDICATE LEVEL AT WHICH GROUNDNATER IS ENCOUNTERED Lf/dfS /ifDT INDICATE LEVEL TO WTUCH 4 TER LEVEL RISES AFTER EEING E2NC0(JN 'F M ICJ DEEP HOLE OBSERVATIONS MADE BY: /C (-tiT !G DATE: DESIC�I Soil Rate Used ,/� Min /1 Drop: S.D. Usable Area Provided No. of Bedroans Septic Tank: Capacity ✓ gals. Type Absorption Area Provided By ` L.F. x 24" width trench Other 5er Sir Narr2 Signature Address SEAL THIS SPACE FOR USE BY HEALTH DEPARTMENT CNZY: .C1 /--,I r+t___1__-.3 1_ o- r�� �o TEST PIT DATA REQUIRED TO BE SUBMITTED WITH APPLICATION DESa=IGN OF SOILS ENCCUNMMM IN TEST BOLES DEPTH HOLE NO. /24 l5 HOLE 110. Z�P I7 HOLE NO. 7'es` lS G.L. if 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' WE HeNu* 2PACQ A/ TAWP&A', C�DkP��� F /4jE 7� 6G���u�9 �D 4J lL INDICATE LEVEL AT WInCH MO(WMER IS ENWUNTERED INDICATE LEVEL TO WHICH 49ATER LEVEL RISES AFTER BEING ENC0UN7E7RFD DEEP HOLE OBSERV.)iTIONS M-PDE BY: t�* �i��I�j P• DATE: /�,, DESIGN Soil Rate Used ZO Min /1" Drop: S.D. Usable Area Provided �- paEc.�sr No. of Eedracrns Septic Tank- Capacity �O d gals. Type CpNG Absorption Area Provided By 6721 L.F. x 24" width trench Other Narre- 4A� ��� �. Sigrature Address f' ISO X SEAT, p�ri.wnAN��V TlKS SPACE FOR USE BY HEALTH DEPAR2ST -W ONLY: DEPARTMENT OF HEALTH Division of Environmental Health Services 4 Geneva Road Brewster, New York 10509 Tel. (914) 278-6130 Fax (914) 278-7921 September 9, 1998 Angelo Skalaforis Comprehensive Engineering 115 Forster Avenue Mt Vernon NY 10552 -2316 Re: Proposed SSTS: Pace Caroline Drive, Lot #4 (T) Patterson, TM# 13 -2 -4 Dear Mr. Skalaforis: BRUCE R. FOLEY Public Health Director Review of plans and other supporting documents submitted at this time relative to the above - regarded project has been completed. Comments are offered as follows: The construction of this sewage disposal system may be subject to local wetlands regulations. You should contact local wetlands officials in this regard. If percolation tests were not witnessed by a representative of the New York City Department of Environmental or the Putnam County Department of Health on this lot, percolation test must be witnessed by a representative of this Department. 1) Please be advised that the subdivision lot number is 4, not 6, as noted on the construction permit. 2) A field inspection was conducted by the writer on September 8, 1998 the following was noted: a) The depth. of the fill section did not appear to be adequate. b) Fill pad did not appear to be adequate. c) Fill material did not appear to be adequate. d) There may have been blasting in the SSTS area. Please be advised blasting within the SSTS area is not acceptable. 3) Sieve analysis of the fill material was performed by this Department. The fill did not meet Putnam County Codes for acceptable fill. It was found that 15% of the fill material passed a 100 sieve and 9% passed a 200 sieve. BRUCE R FOLEY Public Health Director DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York 10509 LORETTA MOLINARI R.N., M.S.N: . Associate Public Health Director Director of Patient Services Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 Dr. Angelo Skalaforis Comprehensive Engineering 115 Foster Avenue Mt.Vernon NY 10552 -2316 Re: Proposed SSTS: Pace Caroline Drive, Lot #4 (T)Patterson, TM# 13 -2 -4 Dear Dr. Skalaforis: December 16, 1999 Review of plans and other supporting documents submitted at this time relative to the above - regarded project has been completed. Comments are offered as follows: 1) All details and notes not relative to the as -built plan are to be removed or cross out. 2) SSTS Guarantee is to be fully completed. If the owners wish to guarantee the SSTS, the owners must complete the bottom of the form. 3) The dimensions from the middle and all ends of the SSTS must be noted from the fixed points, preferably the foundation of the house. 4) The water analysis exceeds State standards in the following: a) Lead. b) _ Turbidity. A Certification of Construction Compliance will not be issued until the results meet State standards. Upon receipt of a submission, revised to reflect the above comments, this application will be considered further. Ve ply your Robert Morris, P.E. RM:tn Senior Public Health Engineer 4p,v 4J IZZ.ZZ6x:CA 540 1 0 +00 0 +50 fp Lam( Lo't4G . 5T. )1K 1+ RQW TIiROUGH SSDS s- VE-AT. - r - 10, i SCAtF; HCRIZ. . t • � 20' '�'4 STock- Y�.:I�Fic - ILac1 -6 Ci.XfC�o� GoNI�LCIC . 14YM • FINISH GRADE . A STM DZt41 I, pR AA 1°I�)S �. � , � .i.►. �.e �� ►t 1�° 4s: 106 I� 1 ,A M!F �• 21bUa•W�•FoRcc M,1,�i A�o�..11 n 4n . ' _ G c� o� t..STM 11595 :., "1, Gt_`FAr.I Sa�17 P�'Ddll�'=� mss' �tJLT( LiitL£ { D ft. WFpI G►►iM.t ALL aV-ere, At %W EL. IVA �C pl `>`�,Y �✓ N LL' ids DE 4 O to a 64 C_ /p 1 ,r ow e\ v ) 3 � PI' AD SAJ N( UP CO GF SCALES (APPROXIMATE) FEET lV� � � `�. -SbS� O �aoo• wo o Irw•tiu ss ` 1.014&T10� PL. &p as` 7 \ \ °00,00 '�'4 STock- Y�.:I�Fic - ILac1 -6 Ci.XfC�o� GoNI�LCIC . • FINISH GRADE . t • 30• ��i "All and material for pump installation 1 "I I� 1 IVA �C pl `>`�,Y �✓ N LL' ids DE 4 O to a 64 C_ /p 1 ,r ow e\ v ) 3 � PI' AD SAJ N( UP CO GF SCALES (APPROXIMATE) FEET lV� � � `�. -SbS� O �aoo• wo o Irw•tiu ss ` 1.014&T10� PL. &p as` 7 \ \ °00,00 '�'4 STock- Y�.:I�Fic - ILac1 -6 Ci.XfC�o� GoNI�LCIC . • FINISH GRADE . t • 30• ��i "All and material for pump installation Note electrl�al work ' shall comply with the National Electrical Code. " be made NTTote "All pump power and control \Tiring shall � directly to the control panel without any outside splices- and alarms shall > Note "The pump control panel, disconnects be located inside the house." 5' -0' LIF T —OUT 4• p,V.C. TO a /0 EMERGENCY OVER � FLOW PR h > � a.♦ �'--r� 2• GATE I I VALVES UNTREATED BUILDIr OR FILTER FAE PERFORATION SLOPE i /16 SPACING OF ABSORPTION TRENCH 7. O.C. MIN.