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Home My WebLink About3705DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 74.17 -1 -39 BOX 29 Zm 03705 ._ 03705 1 SITE LOCATION PUI'NAM COUNTY HEALTH DEPARTMENT (j DIVISION OF ENVIRAL HEALTH SERVICES Q PROPOSAL FOR SEWAGE DISPOSAL SYSTEM REPAIR Lhr, f-60LK& q 1-14ce KXA(rl. owner, DATE V PHONE 64 52!2/ TO 21i. l q-- I '3dq Kt4Z4/r PCHD Complaint # ant, etc.) TYPE FACILITY gg�; PHONE REGISTRATION # Proposal (include sketch locating all adjacent wells): NOTE: Repair must be in same location and of same type as original sewage disposal system. Different location may require sutmittal of proposal from licensed professional engineer or registered architect. Proposal approved Proposal Disapproved Inspector's Signature & tle Date Proposal approved with the following conditions 1. Procurement of any Town permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name. b. Site Street Name, Town and Tax Map number. c. Location of installed components tied to two fixed points (e.g.,house corners). d. System description (e.g., 1250 gal. concrete septic tank, three precast 6' diam. x 6' deep drywells surrounded by one foot + gravel). e. Installer's name and number. 3. System repair to be performed in accordance with the above proposal and conditions. I, as owner, or reported agent of owner agree to the above conditions. SIGNATURE TITLE OATS OMM: WAte (PCID); YeU cw (fin HI); Pink (k#iamt) 7`17 .. :. :.; a - _ :; s _ �°+r:?;.,� 3"��•,*�''•'$ .�--- -,az:. sue'°. .A�w,- .,,. —�• 4rr- �. mss.^ �^r-... Q ..-- -;. -••-• �---ry w ��. ;y"'-�'^^•�.s�rt�.:.,' .�,. _..- PUTNAM-COUNTY;DEPARTAZEPTT,OF. HEALTH Rev 3. 86 ' Dlvtslon ofEnviroediental Health Services, Carmel, N:Y:10512 Provld Enaiaeer mmist e p P C.H D Permit N – —87 CERT�JCATE of cONSTRUCrION COMPLIANCE FOR SEWAGE DISPOSAL SYSTEM - PlatnamVal l e Town or�dt121age _ t Lo�area.a� P.artr.i dge Lane - Somerset Lane Tas 69 <_ ;mot 8. Luce - Petr l l,o; utnam cres PP Owner /applicant Nsme Formerly Sdbdtvleton'Plime - Sabdv Lot Nom_ Matltng Address RD.. ��3 ; KatOnah, �N Y 10536.:::�p Date Permit hasued a Separate Sewersige System;bullt by , I ii(?P R PPtr1 1'1 n Address same Consisting of 10.00 Gallon Sep 566 380 LF. of . 24?i Trench Water, Sapplys Palillc, Supply From Address .: or: X Pr>ratP�sapply nrtnea by Anr1Pr ".enn ' WP.11 ;Ilr Aaareasl.5 Barger Street Putnam -Nall ear , NY 1 stor frame Yes Building. y Has Ei�oston Control Bein Completed? - Namber'of Bedrooms 3 -Has Garbage Grinder Been Installed? a a M1, nA mum : of ,2 , ft . of ROB :' i n Se tic, area ' `, �' Other Regoirements _ I certify that the system.(s) as listed serving the above 'premi"s..were constructed:essp _ gigs -a tii'o1K�ct e��aAa of the completed work ( copies of which are attached) :and in accordance with the standards rules and regulati na e!lno rfdan ':with• e� led�'p3an, and the peimit issued by the yffi Putnam county Depaitment'Of Health j' ® Date Feb ,4;,: 1.5,9Q. ce►tifled by �x �` a P.E.X it.A. 11 Address 1 Northridge ad Pee k�; 1, LltoneeNO 27846 :. ?8Rb Any person occupying premises served by the above;system(p) shall promptly take such act 4o u►o the correction of any unsanitary conditions resulting from such usage Approval of the separate ssweroga system shall barn 1 i oa a pub '. sanitary sewer becomes avatlbbls and the approval'bf the private vvbter supply shall become null and.void when a publ `"comes available.'': Such 6pprovals are subject to . modification or, change..,when , in the judgment -of the Commisaidnar , suc v R IdFl,,mmodification or chango is necossory. �j :Date /i�.lrs —G�1'f BY `� T ltte LAB y .- - , s7:_:1, =1= Gov - 6 - $ 7 : Yorktown Medical Laboratory, Inc. - 321 Kear Street- Date .Taken : -,'S- Pd Time: / Yorktown Heights, N. 9 Y, 1058 _ «}; (914)245 -28004 Da'teReported. Director: Albert H. Padovani M. T. (ASCP) Collected By: e -ejmg el -2 -F� Referred By: T- , Sample Location: / / he IT6i AIHhell 70/ ,J Phone # 23:_ -,Tka Cl( Phone # Sample Type: J Repeat Test? _ (check each) LABORATORY REPORT ON THE QUALITY OF WATER ,Potable Non- potable INORGANIC NON- METALS mg/L ) MICROBIOLOGICAL CFU /100mL STP INF _ STP EFF Acidity GENERAL BACTERIA _ Other: _ Alkalinity _ Chloride _ Standard Plate Count Detergents, MBAS (CFU /1.OmL) Sample Status: Hardness, Total (check each) Nitrogen, Ammonia MEMBRANE FILTRATION TECHNIQUE Nitrogen, Nitrate_ Outgoing _ Phosphate, Total v Total Coliform _ Sulfate — _ HNO3 _ Sulfide Fecal Coliform _ HC1 _ Sulfite _ H2S014 Fecal. Streptococcus,.,. NaOH METALS (mg /.I,) ZnOAc MOST PROBABLE NUMBER TECHNIQUE _ Na.2S203 Copper _ Other: Iron. _ Total Coliform Index Lead - Mangane _ Fecal Coliform Index Incoming Mercur _ Sodium. KEY FOR TERMINOLOGY ZLE 4 °C _ Zinc CFU = Colony Forming Units - GT 4 0 C CON = Confluent (q.v. TNTC) _ pH LE 2 MISCEL1ANFOU9.. LT = = Less Than _ pH GE 9 GT = = Greater Than _ pH GE 12 ,pH ( units) ,'k N/A Not Applicable _ Other: olorRaits )Ig j S/A See Attached _ 'c `99Odor 4;! / TNTC= Too Numerous To Count Turbid!Fd iq, REMARKS /COMMENTS (For. Lab Use) _ _ q ELAP No . 10323 THESE RESULTS INDICATTHAT THE_WATER SAMPLE Was) (Wasn't) (N /A) OF A SATISFACTORY SANITARA QUALITY ACCORDING TO THE ORK STATE PUBLIC DRINKING WATER CODES, FOR THE PARAMETERS TESTED, AT THE TIME OF SAMPLE COLLECTION. THESE RESULTS INDICATE THAT.THE WATER SAMPLE (Did) (Didn't) U/A)j" MEET THE SATISFACTORY CHEMICAL QUALITY STANDARDS OF THE NEW YORK PUBLIC NG WAT ER CODES, FOR THE PAR RS fSTED,.AT THE TIME OF SAMPLE COLLECTION. x 2 /86(Rvsd7 /87)RWE Albert H. Padovani, M.T. ASCP), Director LL LOCATION WELL COMPLETION REPORT Office Use Only DEPARTMENT OF HEALTH t: Div -ision Of::Environmental .:Hea1�_In.:Ser�ice__s;.-�.� - _ - PUTNAM COUNTY DEPARTMENT OF HEALTH t a A TAX GRIOpNUMBEd: ,T E5T A0 0�SS. WELL DEPTH DURATI N 01 QO YIELD It. hr.* min.N ttR' . 9Cm- •s:.. to WATEP O CLUB .QUALITY ❑ CLOt Y, . HA DNESS O COLORE6' :,.,,ANALYZED? . ❑ YES ONO ANALYSIS ATTACHED? O YES O NO PUMP INFORMATION TYPE CAPACITY MAKER DEPTH MODEL LTAGE HP I Ar-/ r 1-, 1 I I 1 A.. .2 11 : I I STORAGE TANK:. TYPE CAPACITY GAL. WE L 1,%L NAME � ADDRESS SIGMA URE 7 4 WELL OWNER � PBIUATE O PUBLIC USE OF WELL ;1 RESIDENTIAL O PUBLIC SUPPLY O AIR /COND. /HEAT PUMP O ABANDONED 1 - primary • 0 BUSINESS O FARM O TEST /OBSERVATION O OTHER (specify) 2 - secondary O INDUSTRIAL ❑ INSTITUTIONAL O STAND -BY O MOUNT OF USE YIELD SOUGHT 4' gpm. /N0. PEOPL'E'SERVED ---, / EST. OF DAILY USAGES oo gal REASON FOR )6-NEW SUPPLY ❑ PROVIDE ADDITIONAL SUPPLY O TEST /OBSERVATION DRILLING O REPLACE EXISTING SUPPLY O DEEPEN EXISTING WELL DEPTH DATA ' WELL DEPTH 9-P-0 ft. STATIC WATER LEVEL ft. DATE MEASURED S� DRILLING 9-ROTARY O COMPRESSED AIR PERCUSSION O DUG EQUIPMENT O WELL POINT O CABLE PERCUSSION O OTHER (specify): WELL TYPE O SCREENED O OPEN END CASING. ,OPEN HOLE IN BEDROCK ❑ OTHER TOTAL LENGTH + ft- MATERIALS: VSTEEL O PLASTIC O OTHER CASING LENGTH.BELOW GRADE ft. JOINTS: O WELDED ZHREADED O OTHER DETAILS DIAMETER in. SEAL: O CEMENT GROUT O BENTONITE. %DTHER WEIGHT PER FOOT �� lb./ft. I DRIVE SHOE:0-YES ONO LINER: OYES &10 DIAMETER (in) SLOT SIZE LENGTH (ft) DEPTH TO SCREEN (ft) DEVELOPED? SCREEN :. •...:.: <.. DETAILS. FIRST • - - ❑ -YES :. ❑ NO SECOND - - .:HOURS GRAVEL PACK ❑YES GRAVEL DIAMETER TOP BOTTOM O NO SIZE; OF PACK in. DEPTH ft. DEPTH It. WELL YIELD,��EST If detailed 1 pumping It more detailed formation descriptions or sieve analyses I�LL LOG are available, please attach. METHOD: O P! FED ; tests were done is in- DEPTH FROM Water Well COMPRESSED AIR ,formation attached? `'" ONO suRFACE Bear- ' "g Dia- FORMATION DESCRIPTION CgOE. ❑ BAILED ❑ OTHER YES ft. ft Inter WELL DEPTH DURATI N 01 QO YIELD It. hr.* min.N ttR' . 9Cm- •s:.. to WATEP O CLUB .QUALITY ❑ CLOt Y, . HA DNESS O COLORE6' :,.,,ANALYZED? . ❑ YES ONO ANALYSIS ATTACHED? O YES O NO PUMP INFORMATION TYPE CAPACITY MAKER DEPTH MODEL LTAGE HP I Ar-/ r 1-, 1 I I 1 A.. .2 11 : I I STORAGE TANK:. TYPE CAPACITY GAL. WE L 1,%L NAME � ADDRESS SIGMA URE 7 4 .e • r, PUTNAM COUNTY" DEPART OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES Owner: or, Purchaser of Building Section 1101:9 G 9 7 Block Lot Lu.,e & lle,Wi 11 o Building.Constructed by Part r�d�z La; e _ `naerc tit Lane Putnam Axcres section A Location - !'Street` Subdivision Name thatt. r'a1•:1'ey Z . Municipality.. Subdivision Lot # i.. Stony Frame Building Type GUARMME OF SUBSURFACE S&QGE DISPOSAL SYSTEM 4V esent that.I am wholly :.and =completely:.responsible for the location,.,:;,,.:.....:.__„ wor ship.; :material, construction and drainage of the sewage disposal system sery ... "a ae :a ove described property, and that it has been constructed as shown' on the aproved plan or approved amendment thereto, and. in accordance with the stand rds. 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 op�i2 "`condition any part of said'�'system canstrueted by 'me which fails operate- for a period of two years immediately following the date of approval of the,.'. .Certificate.of Construction Compliance" for the sewage disposal system, or any` repairs mad. by me to . such system, .except_ where the failure to operate properly Is- e 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 theD.irector.of the Division of Environinental Health Services of the Putnam County Department "of Health as to whether or not the failure of the system to operate was cawed by the willful or negligent act of. the occupant of the building utilizing the system. Dated this day of F b MO `Signature 4 Title General Contractor (Owner),- -Signature Corporation Name (if Corp.) Corporation Name (if Corp:..):: =' . ' Address Ji Address rev. 9/85 mk PUTNAM COUNTY DEPA21MENT OF HEALTH L Rev. , 3/86 ' V - Division of Environmental Hedth Services. Carmel, N.Y. 10512 Engineer to Provide Permit # �, zr on CERTIFICATE OF COMPLIANCE CONSTRUCTION YOR S...F GE DISPOSAL-SYSTEM Permit .H ��C� Valley Located Partri e .Lane Putnam Located a Town or Village _ SdbdivisionName PUtY1sI71 - Acres' Sec - "�_. _.:, c _ a A� :: ,r; 69:. :._. abd. Lot # Tax Map Bloch Lot Luke Petrillo. Renewal— ❑ Revision ❑ Owner /Applicant Name RD #3 Kat onah e . N e Y • 10536 Date of Previous Approval Mating Address Town Zip Modular 1 a 2 Aefe8 Building Typ- Lot Area Fill Section Only Li Depth Vohtme Number of Bedigime 3 Design Flow G /P /D 600 P Notification Is Required. When Fill Is completed . Separate Sewerage Sy,.. m to ceneist of 1000 Gallon Septic Tank and. } 0 Q LF o r enC - To be censtrv4ed by Howard Gragert Ace Oscawana Lake Rd Putnam Valey, NY water Supply: p tilic'Supply From _ Address or: X lmvat Anderson Barger Street Putnam Valley, NY D.Wd t . Other Requirements n S�P�Y2t, o . B Gravel to level area, and drain to be relocated I repre58nt that I am wholly and com etely responsible for the design 61Ya tiOtTAOStao 3yS the separate sewage disposal system above described will be constructed as sawn on the approved amendment there to and in accordance with the standards, rules an regulations o e Putnam County Department of Health, and th._ be submitted to the Department, and ,aoncompletion thereof .a "Certificate, of Construction Compliance satisfactory to the Commissioner of Healthwill vrttten guararitee . will be furnished the owner, his successors,. heirs or assigns by the builder, that said builder will place in good operating condition any Wt of said sewage disposal system'during the period of two (2) years Immediately following thedate of the issu- ance of the approval of the Certificate o Construction Compliance of the original system or any repairs thereto; 2) that the. drilled well described above will be located as shown on the approved pl?. County Department f Health. - and that -said well will be installed in accordance with the standards. 'rules and regu ads of the Putnam tment (] Date August ,30, 19$- . Signed / `. P.E. X R.A._ Addle 10 kenseNo `L'71j,Ej APPROVED FOR CONSTRUCTION: This a rovai expires one year from the date'issued unless construction of the building has been undertaken and is revocable for cause or may be amended or m ,ted when considered necessary by the Commissioner of Health. Any change or alteration of construction requires a new permit. Approved for dispox.of domestic sanitary sewage, afflVor 'vale w e%rc�pply only. DateZG�f"G / �� BY 'i /!G .� Title NPARTMENT OF I -IE L I -I-I Division Of Environmental. Hqz th. Services " `?= CARMEL,., N.Y.. 10512 (914) 225 -3641 TWO COUNTY CENTER APPLICATION TO CONSTRUCT A WATER WELL 1 1 WELL TYPE 0 DRILLED F_� DRIVEN E DUG F-] GRAVEL OTHER IS WELL SITE SUBJECT TO FLOODING? YES N0 IF WELL IS LOCATED IN A R.ETY SUBDIVISION, NAME OF SUBDIVISION: Putnam. Acres Se6 A LOT NO -: WATER WELL CONTRACTOR: Name Anderson Address : Barger nam Valley IS PUBLIC WATER SUPPLY AVAILABLE TO SITE: YES X NO NAME OF PUBLIC -WATER SUPPLY: None TOw1I /V /C : DISTANCE D :PROPERTY.. �_ROM..:N.E.AR:EST' WA.TER�.MAu N` 77 LOCATION SKETCH & SOURCES OF CONTMI.INATION. ,August 30; 1986 (date) PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above is granted under the provisions of Subpart 5 -2 of Part 5 of the New York State Sanitary Code, and provided that within thirty (30) days of the completion of water well construction, the applicant shall: 1. Pump the well until the water is clear. 2. Disinfect the well'in accordance with the requirements ' of the Putnam County Health Department attached to this permit. 3. Submit a Well Completion Report on a form provided by the Putnam County Health Department. Date of I s s u e �2 �.z- -��5— 19j Permit Issuing Official STREEI A GRESS- - 10M VILLAGE ICIIY fAX GRiU Ut16ER. WELL LOCATION Partridge Lane. Putnam Valley 69 --2 -8 WELL OWNER NME. • AOORESS: Luke Petrillo - (9 P$IVATC _ ❑ 2USLIC USE OF WELL C2 RESIDENTIAL ❑ PUBLIC SUPPLY ❑ AIR /COND- /HEAT PUMP ❑ ABANDONED 1 - primary ❑. BUSINESS . ❑ FARM ❑ TEST /OBSERVATION ❑ OTHER (specify) 2 - secondary ❑ 1NOUSTRIAL ❑ INSTITUTIONAL ❑ STAND -BY AMOUNT OF USE YIELD SOUGHT 5 600 Rpm. /N0. PEOPLE SERVED /EST. OF DAILY USAGE � gal. REASON FOR 0 NEW SUPPLY 0 PROVIDE ADDITIONAL SUPPLY ❑ TEST /OBSERVATION ORILLING ❑ REPLACE EXISTING SUPPLY ❑ DEEPEN EXISTING WELL 1 1 WELL TYPE 0 DRILLED F_� DRIVEN E DUG F-] GRAVEL OTHER IS WELL SITE SUBJECT TO FLOODING? YES N0 IF WELL IS LOCATED IN A R.ETY SUBDIVISION, NAME OF SUBDIVISION: Putnam. Acres Se6 A LOT NO -: WATER WELL CONTRACTOR: Name Anderson Address : Barger nam Valley IS PUBLIC WATER SUPPLY AVAILABLE TO SITE: YES X NO NAME OF PUBLIC -WATER SUPPLY: None TOw1I /V /C : DISTANCE D :PROPERTY.. �_ROM..:N.E.AR:EST' WA.TER�.MAu N` 77 LOCATION SKETCH & SOURCES OF CONTMI.INATION. ,August 30; 1986 (date) 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. Date of I s s u e �2 �.z- -��5— 19j Permit Issuing Official DAVID 0. 'BRUEN County Executive Mr. John Romeo 1 Northridge Road Peekskill, NY 10566 DEPARTMENT OF HEALTH Division Of Environmental Health Services December 15, 1986 Re: Proposed SSDS Petrillo Partridge Lane,. Putnam Valley :TX Map # 69-2-8 P.V. Dear Mr. Romeo.- Review of plans and other supporting documents submitted at this time relative to the ab6ve'captioned project has been completed. Comrents are offered as follows: Trenches should be.redesigned so that-35' separation to piped watercourse is maintained. Show detail of piped water ,course under driveway. Upon receipt of a submission, revised to reflect the above comments, this application will be considered further. Very truly your!5' :Anne M. Bittner Assistant Public Health Engineer AMB/jp TWO COUNTY. CENTER CARMEL, N.Y. 10512 (914) 225-.3641 PUTNAM COUNTY, DEPARTMENT OF HEALTH DIVISION OF ENVI11ONMENTAL HEALTH SERVICES DESIGN DATA -SHEET-SUBSUFACE SEWAGE DISPOSAL SYSTEM - FILE NO. - i;' Luke Petrillo Address RD #3 KatonaCh N.Y. 10536 Owner - Palrtr�fte'-Lan�p r,69, 2 8 4 BICa , - � Lot -Located at (StrPet) -7-7- • .(indicate nearest. -cross street) muhi . cipalify ....Putnam Valley (T) Watershed Hudson River SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WIM APPLICATIONS of pre-soaking August 79 1986 Date of percolation Test August So 1986 HOLE NUMBER CLOCK TIME PERCOLATION PERCOLATION Elapse Run Depth to Water From Water Level No. time Ground Surface In Inches Soil Rate Start-Stop Min. Start stop Drop In Min/In Drop Inches Inches Inches (1)1 2s22 202 30 18.25 21.00 2.75 10.91 2 206 3s26 30 18.25 2.0..50 2.25 .13-33 3 3t29 3 09 30 18.25 .20-37 2.12 14.15 4 4,02 4.132 30 18.25 20.37 2.12 , .. .14.15 5 (2)-1 2s28 2158 30 190 00 21-50 2.50 12.00 2 3sO4 304 JO .19.00 21.25 .2.23 3,39 4-: o9 30 19.00 21.25 2.25 13.33 , -- t 4 .5. 2 3 4 5 NOTES: 1. Tests to be repeated at same, depth until approximately equal soil rates are cbt&inbdat''ea'dh percolation test -hole. All data. t6 be submitted for review. 2. Depth reasuremnts to be made from top of hole. rev. 9/85 TEST PIT DATA RE !UIRED TO BE SUBMITTED WITH APPLICATION OF SOILS ENCOUNTERED IN TEST HOLES 41 61. 71 81 go .10, 12 13' .141 INDICATE. LEVEL AT WHICH G�RWNMTER IS ENCOUNTERED r one INDICk7. JZVEL To WHICH qq,TFR LEVEL. RISES AFTER BEING ENCOUNTERED None DEEP HOLE OBSERVATIONS MADE BY: John S. Romeo DATE: August 79 1986 DESIGN Soil Rate Usell-15 Min/1" Drop: S.D. Usable Area Provided 5000 SF 3 1000 Masonry No. of Bedrooms Septic Tank Capacity gals. Type Absorption Area Provided By 380 L.F. x 24" width trench Other Name John S. Romeo Address I Northridge Road THIS Pekkskill, N.Y. 10566 r-E FUR USE BY HEALTH DEPARDOU ONLY: Signat, SEAL Soil Rate Approved sq.`ft /gala Checked by Oyu 2 0. t7 PF .L_ nr .0 Date Pere Pere 2 p 3 Deep ol .4 DEPTH HOLE NO. HOLE NO. HOLE. NO. G.L. Topsoil,, Topsoil Topsoil 'T_ppq. Topsoil - TOPS 0 I-L .'' — . Topadit _ 4 jyV0U_L_1_ Top oil 1'' sandy0siltyv- loam sandy,silVvloamp-, sandy,siltyq sandy, 29 some Targe. with jravel SIOM-G-18TVS. S U01180,0 with gravel 1 9 laPame stones y 0 loam, some w ith gravel large stone with gravel - 41 61. 71 81 go .10, 12 13' .141 INDICATE. LEVEL AT WHICH G�RWNMTER IS ENCOUNTERED r one INDICk7. JZVEL To WHICH qq,TFR LEVEL. RISES AFTER BEING ENCOUNTERED None DEEP HOLE OBSERVATIONS MADE BY: John S. Romeo DATE: August 79 1986 DESIGN Soil Rate Usell-15 Min/1" Drop: S.D. Usable Area Provided 5000 SF 3 1000 Masonry No. of Bedrooms Septic Tank Capacity gals. Type Absorption Area Provided By 380 L.F. x 24" width trench Other Name John S. Romeo Address I Northridge Road THIS Pekkskill, N.Y. 10566 r-E FUR USE BY HEALTH DEPARDOU ONLY: Signat, SEAL Soil Rate Approved sq.`ft /gala Checked by Oyu 2 0. t7 PF .L_ nr .0 Date PUTNAM COUNTY- DEPAR74EW OF HEALTH - DIVISION OF ENVIROI MML HEALTH SERVICES TUn- nnnrlhT. WATER& SUPPLY & SUBSURFACE SEWAGE DISPOSAL SYSTEMS of Owner) REVIEW SHEET - CONSTRUCTION PERMIT BY: (Street Lo ion) ffocumm Permit Application Corporate Resolution Plans - Three sets s /s. Engineers Authorization Design Data Sheet (DDS) SUBDIVISION Deep Hole Log Perc Consistent Perc Results (3) Fill 30" Perc Hole cd Other House Plans - Two sets If PWS - Letter if wellfpermit Variance Request REQUIRED DETAIIS.ON PLANS Sewage Sys-an Plan Sewage System Hydraulic Profile - Gravity Flora Fill Profile & Dimensions - Volume D or J Box;Trench /Gallery; Pump pit details Septic Tank - Size, Detail Well Detail, Service Line if over Construction Notes .Design Data Two -Foot Contours Existing & Proposed Driveway & Slopes Cut Footing/Gutter Curtain Drains Perc & Deep Holes Located Representative'of Sewage '& Expansion Area Expansion Area ;sh(ywn;gravty flow,sidff. size If Pumped Pit I& D Bax Shoran & Detailed House - No: of Bedroams Wells & SSDS's w /in 200 ft. of Property Located .Property Metes & Bounds House Setback Necessary (Tight lot) House Sewer - 1 /4 " /ft. 4 "0; Type pipe No Bends; Max. Bends 45° w /cleanout SEPARATION DISTANCES SPECIFIED ON PLAN Fields .10' to P.L., Driveway, Large Trees 20' to Foundation Walls 100' to Well; 200' in D,L.O.D, 150' pits 100' to Stream, Watercourse, Lake (inc. expan) 15' to Drains - Curtain, Leader, Footing 351to catch basin,stormdrain, iped watercourse 10' to Water Line (pits -201) 50' intermittent drainage course Se tic Tanks ran Foundation; 50' to well 15' Well to PL GENERAL . Legal Subdivision ':Subdivision Approval Checked Ex- approval SSDS Adj. Lots Checked :.Wetland (Town /DEC Permit R & D) - ;Data On DDS Plans & Permit Same DAVID D. BRUEN County Executive DEPARTMENT OF HEALTH Division Of Environmental Health. Services Mr. Robert Benedict Lakeview Drive North Salem, NY 10506 Dear Mr. Benedict: May 14, 1986 JOHN SIMMONS, M.D. Deputy Commissioner Re: Luce Petrillo SDS Const. Permit Appl. Sumerset Road, PV, TM 69 -2 -8 Putnam Acres, Lot #28. Review of plans and other supporting documents submitted at this time relative to the above - captioned project has been completed. Comments are offered as follows:. 1. Application and authorization are incomplete. Authorization is returned for completion. 2. Required trench length for 15 minutes per inch of soil is 375 lineal feet, not 325 as proposed. Expansion area should also be increased accordingly. ,3. Field inspection of site conflects with submitted data; :-_-:.specifically. a. number of deep test holes b. topography C. location of stream on lot d. location of culverts discharging onto lot 4. Title block lacks name and address of designer. 5. Plans lack: a. Required notes b. Sewage disposal system component details C. Well detail d. Swale detail e. Design data: deep test and percolation test results and their locations. f. Two foot contours g. Location of existing sewage disposal system and wells within 200' of property line. - continued- TWO. COUNTY CENTER - CARMEL, N.Y. 10512 (914) 225 -3641 R. Benedict G L.Petrillo, Putnam Acres 5/14/86 5. h. Property metes and bounds. i. Footing drain discharge a. minimum of 15 feet from sewage disposal area. - 6. Percolation test .holes were not evident, accordingly, please make arrangemanet with the writer to witness repercolation of soil. 7.. Two sets of house plans bearing a title block have not been submitted. 8. Minimum separation of 100 feet to.a stream has not been demonstrated. 9. Details are incomplete or incorrect: a. Septic tank bedding is lacking. b. Specification for box is lacking. Slopes such as those encountered dictate drop boxes rather than distribution boxes. C. Maximum trench length is 60,.not 75 feet. d. Septic tank inlet and outlet pipe slopes. 10. Separate "Fill Placement Plan" should not show sewage disposal system components in plan, or their details. Generally; separate specifications may -6. e submitted,Mthough the required information exclusive of compenent details must also be shown on plan. Enclosed for your reference is a copy of the Department's "Program Review and Policies ... for Single Family Residence ", which governs submission. Your attention is directed to pages 1 -4 and Appendices A -M. Upon receipt of a submission', revised to reflect the above comments, this application will be considered further. Very truly yours, CJ-emes S. Hod n ge s Assistant Public Health Engineer JSH:amm Enclosure PUTNAM COUN'T'Y DEPAR24M OF HEALTH - DIVISION OF ENVIRONMENTAL HEALTH SERVICES INDIVIDUAL WATER SUPPLY & SUBSURFACE SEDGE DISPOSAL SYSTEMS REVIEW - HEFT . -_.CONSTRUCTION PERMIT DATE REVIEWED: -15-12-6C 1 �J• BY: ( of Owner) (Street Location) DOC[II4ENTS Permit Application Corporate Resolution Plans - Three sets Engineers Authorization Design Data Sheet (DDS) Deep Hole Log Consistent Perc Results (3) 30" Perc Hole Other House Plans - Two sets If PWS - Letter Variance Request REQUIRED DETAILS ON PLANS Sewage System Plan Sewage System Hydraulic Profile- - Gravity Flow Fill Profile & Dimensions Volumes �� 'A\ r� D or J Box;�f� . Pump pit de ils Septic Tank - Size, Detail Well Detail, Service Line if over Construction Notes Design Data Two -Foot Contours Existing & Proposed Driveway & Slopes Cut Footing /Gutter Curtain Drains Perc & Deep Holes Located Representative of Sewage & Expansion Area Expansion Area;:shown;gravity :flow,.suff..'size, If Pumped Pit & D Box Shown & Detailed House - No. of Bedrooms Wells & SSDS's w /in 200 ft. of Property Located Property Metes & Bounds House Setback Necessary (Tight lot) House Sewer - 1 /4 " /ft. 4 "0; Type pipe No Bends; Max. Bends 450 w /cleanout SEPARATION DISTANCES SPECIFIED ON PLAN Fields 10' to P.L., Driveway, Large Trees 20' to Foundation Walls 100' to Well; 200' in D.L.O.D, 150' pits 00' to Stream, Watercourse, Lake (inc. expan) (!15o Drainsrtain,Storm,Leader, ooti ' to Catch Basin 10' to Water Line (pits -201) Septic Tanks 10' from Foundation 50' to Well 15' Well to PL MEGENERAL',�1" Legal Subdivision Subdivision Approval Checked Ex- approval SSDS Adj. Lots Checked Wetland (Town /DEC Permit R & D) Data On DDS Plans & Permit Same � ®e 0� ■ DOC[II4ENTS Permit Application Corporate Resolution Plans - Three sets Engineers Authorization Design Data Sheet (DDS) Deep Hole Log Consistent Perc Results (3) 30" Perc Hole Other House Plans - Two sets If PWS - Letter Variance Request REQUIRED DETAILS ON PLANS Sewage System Plan Sewage System Hydraulic Profile- - Gravity Flow Fill Profile & Dimensions Volumes �� 'A\ r� D or J Box;�f� . Pump pit de ils Septic Tank - Size, Detail Well Detail, Service Line if over Construction Notes Design Data Two -Foot Contours Existing & Proposed Driveway & Slopes Cut Footing /Gutter Curtain Drains Perc & Deep Holes Located Representative of Sewage & Expansion Area Expansion Area;:shown;gravity :flow,.suff..'size, If Pumped Pit & D Box Shown & Detailed House - No. of Bedrooms Wells & SSDS's w /in 200 ft. of Property Located Property Metes & Bounds House Setback Necessary (Tight lot) House Sewer - 1 /4 " /ft. 4 "0; Type pipe No Bends; Max. Bends 450 w /cleanout SEPARATION DISTANCES SPECIFIED ON PLAN Fields 10' to P.L., Driveway, Large Trees 20' to Foundation Walls 100' to Well; 200' in D.L.O.D, 150' pits 00' to Stream, Watercourse, Lake (inc. expan) (!15o Drainsrtain,Storm,Leader, ooti ' to Catch Basin 10' to Water Line (pits -201) Septic Tanks 10' from Foundation 50' to Well 15' Well to PL MEGENERAL',�1" Legal Subdivision Subdivision Approval Checked Ex- approval SSDS Adj. Lots Checked Wetland (Town /DEC Permit R & D) Data On DDS Plans & Permit Same PUTNAM COUNTY DEPARTMENT OF HEALTH - DIVISION OF ENVIRONMENTAL HEALTH SERVICES INDIVIDUAL DATER SUPPLY SUBSURFACE SEWAGE DISPOSAL SYSTEMS INSPBCT-ION REPORT � T9 IoM E - " ''A -P, t V, (Name of Owner) (Street tion) INITIAL SITE INSPECTION -2 K 127- YES NO Wetlands on /or proximate to property.............. Y 2- Property lines or corners found ................... Can estimate house location ....................... Will driveway need cut ............................ Must trees be removed - note these ................ Deep holes representative of entire SDS area...... Additional deep holes needed...... .. .. .... p Sufficient SDS area available considering driveway cut, house location, separation distances,etc... ►� Adjacent wells /septics ....................... >.... Access to proposed well location for drilling..... .� DATE: w INSP. BY: CANTS FINAL SITE INSPECTION INSP.BY: YES NO COMMENTS D.H. - Deep Hole D.H. 1 Lot D.H. 2 Lot /_ G.W. -Group ter D.H. 3 Lot c� Depth to G.W. 4 Depth to G.W. Depth to G.W. Depth to rock Depth to rock Depth to rock Soil Descri tion Soil Description Soil Description 0 ft. 0 ft. 0ft-. it� 6t�Jt°'3`f'' 3 ft. r• 3r�t 10 ft. maintained from property line and ft. 6 ft. 6 ft. _ 9 ft. Distance well to SSDS (ft.) ...................... 9 ft. 9 ft. 12 .ft. : ^ .- .- - E :ft. ... _�. _ -12-f t^ q than 15 ft. from nearest trench ................ FINAL SITE INSPECTION INSP.BY: YES NO COMMENTS House SSDS located per approved plan ............. Length of trench measured Width of trench average Slope of tile line and trench acceptable......... Roan allowed for expansion trenches .............. Over 100 ft. fran watercourse .................... Natural soil not stripped or SDS area unnecessarly graded.......... .... ........ 10 ft. maintained from property line and 20 ft. from house... ........................ Distance well to SSDS (ft.) ...................... Number of bedroams checks ........................ Stones, brush, stumps, rubble, etc., greater than 15 ft. from nearest trench ................ 15 ft. of peripheral soil horizontally fran trench ..... ............................... Boxes properly set.. . ................ ......... could surface runoff fran driveway, roads, ground surface, etc., channel near SDS area.... Does lot drainage appear OK in area of SDS....... FINAL GPMNG OF SITE ACCEPTABLE,,,,. .... ._ r DETAILS AND SPECIFICATIONS FOR THE COUNTY HEALTH DEPARTMENT PERMIT ISSUED TO: ° %r�� sly, / L�'at LIST OF DETAILS: 1. Absorption trench detail 2. Absorption sytem "typical" 3. Concrete septic tank detail. 4. Distribution box detail. 5. Drop manhole detail. 6. Serial distribution detail. 7. Typical well detail. 8. Curtain Drain detail.. 9. Addendum XX (All of the above items become part and parcel of the Health Department Permit issued on the aforementioned project, and all rules and regulations, details and specifications governing those items shown in the plan and only those items approved in the plan in their exact locatio` - '�'rictly follow these specification.) _.. -.Certifi:ed by: �� rt /Yn4 obeWt egb'6�i:: 5V, R-. A. J'>s '• y '115 4?' U� y�`3 OF Nj architects & engineers LAKEVIEW DRIVE, NORTHSALEM, N.Y. 10560 f- TOP $OIL FOR SETTLING 51 6 M MIN 12" EARTH BACKFILL NOTE: Do not install trenches in wet soil. Rake sides and bottom of trench prior to placing gravel. End of all distributor pipes must be plugged unless interconnected. FIGURE 11 ABSORPTION TRENCH DETAIL 19 UNTREATED BUILDING PAPER OR STRAW 0 o O Q Qa mr o : a Q ® p0 a 1 aO 8 m by 41 On . a Q ® Q O a DISTRIBUTOR PIPE V b a ® O PERFORATION JOINT Ir MIN a IS a a b° 4 a ®b o a o ®. �, p o a d�p t d to a o 4 4 v .0. ® o o a r rr O p b o Q ® o ® c+ p Oil O v ® SLOPE - PER FT. 1e ® A ® G ® ep p 6a o o Q � Q 0 0 32 ®8 a qP a 0 Q 000 A p a b a o e o o O S o Ja ®0 24„ SPACING OF CRUS14ED STONE - r TO I r r YMIN ABSORPTION TRENCH WASHED GRAVEL r B, O.C. GROUNDWATER, BEDROCK,OR IMPERVIOUS LAYER CROSS SECTIONAL VIEW LONGITUDINAL VIEW 1T MAX B'MIN� UNTREATED BUILDING PAPER OR STRAW DpOOa AIN' G9 o p p e p 4 o ® 0° 4 o a ®O C, O O Q apIDa a FLOW ppo Q p d Q� p QGoo Bel V O n O p° a DIG O� cr a p o °a O o ° p a d d v a° a o o a 0-4 SLOPE TRENCH BOTTOM 1_ - LM FT: 11 32 TRENCH PROFILE NOTE: Do not install trenches in wet soil. Rake sides and bottom of trench prior to placing gravel. End of all distributor pipes must be plugged unless interconnected. FIGURE 11 ABSORPTION TRENCH DETAIL 19 . Q .STREET 15" IN. lj WELL 1 I I I I I i l DRYWELL I WAY. 1 I (Roof i Footing Drainage) 2 BEDROOM HOUSE l I 7GARAGE PROPERTY 1 LINE 10' MIN. HOUSE SEWER C.O. LAUNDRY WASTE r-------- - - - - -- - - -- -T LIMITS OF SEPTIC TAN I ' SEPTIC TANK AT FILL 1 LEAST 50' FROM ' I DISTRIBUTOR PIPE TIGHT JOINT WELL AND 10' — — — — — — — 4" PIPE ION FROM HOUSE SLOPE F I 2V - - -- — -- 1/8.1 14 MIN. 1 D STRIBU�ION BO6C Sir � I I MIN. MIN. 1 L — — — — — — _ — — _jLIMITS OF FILL —! — I 4 --- ...._. __ ...,. -.... .. �► sue, �_ ... PLAN TAPERED PERIPHERAL is" to T4" - `— ,4_ ORAINAOE y SLOPE SW PER PT STRIP Tight clay toll, hardpan, or SECTION A — A C NATURAL •TAOILIZE 7 OIL L GROUND 4 !READ IN AYERS, _ LEVEL Utilize all available natural topsoil. Adapted From: Salvato, J.A., Jr., Environmental Engineering and Sanitation, Wiley — Interscience, New York (1958, Revised 1972). FIGURE 15 E�v- Ir EVAPOTRANSPIRATION —ABSORPTION SYSTEM 28 FIGURE 6 TYPICAL CONCRETE SEPTIC 'TANK 12 LOCATION GROUND SURFACE STAK E MANHOLE COVER- j 12 "t MANHOLE COVER w (— SEAL .ASPHALTIC INVERT OF INLET Y' ABOVE ® ° INVERT OF OUTLET INLET —� LIQUID LEVEL — OUTLET CAULKED JOINT o to ° CAULKED JOINT A ° SANITARY TEE It - - — - - — 18" - • SANITARY TEE •,. BAFFLES MAY BE USED e o INSTEAD OF SANITARY TEE : -' a 48" MIN - 60" MAX =_ o' • LIQUID DEPTH 6" MINIMUM- -_ a •, WALL THICKNESS FOR POURED IN PLACE ® 6A CONCRETE SECTION - VIEW I ASPHALTIC I e •v. SEAL I I ' •' o '• r t-i I 20" MIN I ' INLET 1� N�` i -o RING I O OUTLET _� I i. I- - t' BOLTS ! I i • . 'm man ♦ O p. II .b. 'V .0 . PLAN VIEW FIGURE 6 TYPICAL CONCRETE SEPTIC 'TANK 12 .a Ir OUTLETS --0- IN w _ OUTLET .:. )UTLETS 1 t PLAN VIEW NOTES: 1. Pipe joints to be sealed with asphaltic material or equivalent. 2. Invert elevations of all outlet 12" MIN. REMOVABLE pipes must be equal. ER ••• 21W. • • • ••• 3. The slope of outlet pipes between the distribution box and distributor INLET = BAFFLE INVERT laterals should be 1/8" per foot. • 2" MIN. ELEV. OUTLET —�- 1'# TO 5" 17 f �� CLEAN SAND or 12" MIN. PEA GRAVEL FIGURE 8 E'-.W DISTRIBUTION BOX DETAIL 15 r .� :;•. " as - o'al top of - ..._.°.,. o _ °a °ol~ - I c Open joint farm l o o . o v, over op iy o pipe 1*. 0 0 000: tile, perforated, ' °, ° o c.o l when farm tile is used o 0 0 00 ooq I° O.°0 p °� coo l or bell and spigot 4" to .4 I °�000 -= oo °Ogl pipe Lis 0 °° Tight Slope S,e" per ft Hh I ('/,: "with dosing tank) 24" Tight joints From septic tank or dosing tank 24" Space laterals, at least 6' on centers with • 24 " trench. roams a aaE-- Gravel limits of file field- �°f�;o° ogod Length of. lateral 601 to 751. May loosOvo° _� a o °O;I ( `�i i=� �l.�i.[ j I'o, - 000� be 100' with to °0 0 0•l Woo. �°e of dosing tank I °° a I'° °d' ° e, I eo oo° op° Trench width Plan -r - Berm or ditch upgrade..., ° • - ... - _. . �_ _ _ _ _ . to divert surface water Removable cover preferred ` 12" ravel o,00 ; o °• o foogng -�Q iia ? "� i.;IQ -4" poured concrete; 8" brick 1" 4 masonry; 6" or 8" concrete block; clay, concrete,or cement asbestos pipe cut to ' specifications, or precast Below frost doe o000 0 Section on It 2" reinforced concrete Laterals flush° -0000 with bottom From: Sal vato, J.A., Jr., Environmental Engineering and Sanitation, Wiley- Interscience, New York (1972). FIGURE 10 ;I;r� DROP MANHOLE DETAIL 17 Distribution boxes may be. constructed in. place . or purchased prefabricated. The drop between inlet and outlet inverts should be at least two inches. Boxes with baffles help prevent short circuiting (see Figure 8). Serial Distributors Unlike distribution boxes which evenly distribute flow among laterals, serial distributors fill individual trenches in sequence. Serial distribution systems may be used for soils with variable absorption rates and in sloping terrain. The serial distributor is designed to allow a trench to fill to the full depth of gravel before discharging to the next successive trench. Distributor lateral sections are connected with tight joint pipe and should be placed in undisturbed soil (see Figure 9). Drop Manholes A reduction in the velocity of sewage flow often must be made for absorption fields on steep sloping grades. Excessive velocity will hinder even distribution in the subsurface absorption field. The velocity of flow can be reduced by use of drop manholes as illustrated in Figure 10. Dosing Devices Dosing tanks are chambers which store septic tank effluent and periodically discharge to a large absorption field or sand filter. The use of dosing devices permits the rapid charging and distribution of effluent throughout the disposal system followed .,by a period. during which no effluent enters the system. Household sewage disposal systems rarely require dosing units. When indicated, it may be preferable to arrange the plumbing so as to divide the flow into two separate systems and avoid dosing complications. However, sometimes they are made necessary by large sewage flows combined with semi - impermeable soils. When dosing is necessary, a professional engineer or registered architect should be engaged to design the system, supervise construction and implement startup. In absorption fields, single dosing units are required when the total trench length exceeds 500 feet. Alternate dosing units are used when the length exceeds 1,000 feet. Automatic dosing may. be performed by automatic syphons, or pumps. Manually operated devices are not recommended. Among automatic devices, those operated hydraulically and by gravity flow are preferred because they have no moving parts to mechanically fail and will operate during power failures. Alternate dosing devices have two units of equal capacity with each dosing half the field. All dosing devices should be easy to inspect and should include a gravity overflow line in case of failure. Upon installation, new syphons should be primed with water. If hydraulic bell syphons are used, they can be tested for leaks by covering with water and inspecting for air bubbles. Mechanical float valves should be tested and adjusted. for correct. discharge level. Pumps and float controls should be readily accessible for servicing. From septic tank _ (rA ., r. Tj .Ta'" �""rZ lei•.,. . TT : � �7 s .-_ Vol trwKh, bottom level Undisturbed such between trenches Distributor lateral laid level C \ Invert at least 4• lower than Berm or ditch Ell invert of septic tank outlet upgrade to Tee surface water S• : p Tight Joie Tee 1 minimum • • tr :1.. minimum All From: Salvato, J.A., Jr., Environmental Engineering and Sanitation, Wiley - Interscience, New York (1972) FIGURE 9 f�- , V1 SERIAL DISTRIBUTION DETAIL 16 FINISHED GRADE ToPSo+ c, PA,9E]?- e . 24-64-IEIJ Tot LEAP 7Z� [;'AX-L6"-r Foo-r1KI6 wwem REePUIMEV Vck-fT Ot-rrS (VIC C4t,4#J & OW- CV-1 Hc:u ' To See W 6CeAi-Eo- 7- e&e A- PUDDF-D e-,LAy lk- J OF &o' IF' sE--=V-dcr - AiZo "OTC :K-JO PERP•17-rC-r:> r r N-EDIC.-T-ASS-0C TES DETAILS AND SPECIFICATIONS.FOR THE COUNTY HEALTH DEPARTMENT PERMIT ISSUED. TO: Z -�- LIST OF DETAILS: 1. Absorption trench detail 2. Absorption sytem "typical" 3. Concrete septic tank detail. 4. Distribution box detail. 5. Drop manhole detail. 6. Serial distribution detail. 7. Typical.well detail. 8. Curtain Drain detail. 9. Addendum XX (All of the above items become part and parcel of the Health Department Permit issued on the aforementioned project, and all rules and regulations, details and specifications governing those items shown in the plan and only those items approved in the plan in their exact location s "V-t' 'ctly follow these specification.) Certificd;by: Rober C)S e ': At 9TH. �125A, OF N arehiteets & engineers LAKEVIEW DRIVE. NORTH SALEM, N.Y. 10560 TOP SOIL FOR SETTLING w. B MIN EARTH BACKFILL !r• M UNTREATED BUILDING PAPER OR STRAW d® 14 ® o .® 4 B p os p O O p 0 ®® v0 V D p O m 81 o p d p '0 O o® ® o o v. DISTRIBUTOR PIPE 4 PERFORATION JOINT . tr' MIN � ® O ® 3 ° ° ®4 0 0 ® a ®as�a e® oa ° o ®a ®AO ®a 0 Sp own 4 p.0 O b O O r es. Y a a o O W tl® p1 SLOPE 1! - tt PER FT. Q Q d o s D °o° Q a o C o o a o a° • SPACING OF ± 1' CRUSHED STONE - _ TO 1 rMIN ABSORPTION TRENCH WASHED GRAVEL 4 s• D.C. GROUNDWATER, BEDROCK. OR IMPERVIOUS LAYER CROSSSECTIONAL VIEW LONGITUDINAL VIEW 1r MAX ' r MIN UNTREATED BUILDING PAPER OR STRAW O OQ ® uo0 0 d d� ® 0 0 O0 O 4 D ®Op0 p i� a p p0 A o 0 440 p Q® p aaOa d rMIN - FLOW Q Q p d :13 ®® p o ,p o p19 d g' d a ®04 a 0 a ®onOo d s o SLOPE TRENCH BOTTOM_ - I_PBR FT' Is u TRENCH PROFILE NOTE: Do not install trenches in wet soil. Rake sides and bottom of trench prior to placing gravel. End of all distributor pipes must be plugged unless interconnected. FIGURE 11 ABSORPTION TRENCH DETAIL 19 TAPERED PERIPHERAL 18' to 24" STRIP �— DRAINAGE SLOPE %" PER PT � t NATUPAL _ — w - • — — _ �. — , �,.�. , .. _ VISP iTASILIZE FILL GROUNO kDINf7.AyERS. LEVEL ' dodo I YTOP SOIL -12"' T01S' MIN. EXISTINp 24" MIN. Tight clay soil, hardpan, or rock-O" Utilize all available natural topsoil. SECTION A — A Adapted From: Salvato, J.A., Jr., Environmental Engineering and Sanitation, Wiley — Interscience, New York (1958, Revised 1972). FIGURE 15� EVAPOTRANSPIRATION —ABSORPTION SYSTEM 28 STREET • - .,,�.,: .••...... • - .: - -._ ..... ter- .. .15,E -- -- - ..� � WELL 1 I I 1 I 1 ORYWELL I DRI- 1 1 I WAY (Root�� Footing Drainage) 2 BEDROOM HOUSE I GARAGE PROPERTY 1 LAUNDRY LINE 10' MIN. �+ LAUNDRY WASTE HOUSE SEWER C.O. I 1 LIMITS OF SEPTIC TAN 1 SEPTIC TANK AT I I LEAST 50' FROM I DISTRIBUTOR PIPE TIGHT JOINT WELL AND 10' _ 1 — — — — — — — 4" PIPEION FROM HOUSE 1 �— — — — — — — — SLOPE F 1 29' — — — — — — 'M _ _ MIN. I�-- — — 1/8" PE� FT. STRIBUIrION B& JD 58' I ( I MIN. I LIMITS _MIN. OF FILL _ J 4 PLAN TAPERED PERIPHERAL 18' to 24" STRIP �— DRAINAGE SLOPE %" PER PT � t NATUPAL _ — w - • — — _ �. — , �,.�. , .. _ VISP iTASILIZE FILL GROUNO kDINf7.AyERS. LEVEL ' dodo I YTOP SOIL -12"' T01S' MIN. EXISTINp 24" MIN. Tight clay soil, hardpan, or rock-O" Utilize all available natural topsoil. SECTION A — A Adapted From: Salvato, J.A., Jr., Environmental Engineering and Sanitation, Wiley — Interscience, New York (1958, Revised 1972). FIGURE 15� EVAPOTRANSPIRATION —ABSORPTION SYSTEM 28 LOCATION GROUND SURFACE STAKE MANHOLE COVER Ixi 12"± 'o •'•. p•• 4p, .4 ':B/ 0: I ASPHALTIC SEAL " •e , e r ) 120" MIN N O OUTLET INLET li t� RING I J BOLTS g • O o: C n •v A � �. -p PLAN VIEW FIGURE 6 � Ic TYPICAL CONCRETE. SEPTIC TANK 12 %• V-- SEAL a: .ASPHALTIC INVERT OF INLET 2" ABOVE ® o INVERT OF OUTLET INLET + LIQUID LEVEL - OUTLET —i- CAULKED JOINT o 'p ° 16 CAULKED JOINT A - - - -- - - — 18'• - SANITARY TEE .e• r SANITARY TEE o ••" BAFFLES MAY BE USED o ° INSTEAD OF SANITARY TEE _- q 0 •Q 48" MIN — 60" MAX LIQUID DEPTH m 61• MINIMUM _" ° • • WALL THICKNESS FOR _ q . • POURED IN PLACE - ®' .t. ,�,. • „•. ® o ; �. o �• o. ,• _ :'.. = ®� 4,' o CONCRETE - .C. .a e'. . o •� v . •.: sue. -�.. . p,; . ' o a1 SECTION - VIEW 'o •'•. p•• 4p, .4 ':B/ 0: I ASPHALTIC SEAL " •e , e r ) 120" MIN N O OUTLET INLET li t� RING I J BOLTS g • O o: C n •v A � �. -p PLAN VIEW FIGURE 6 � Ic TYPICAL CONCRETE. SEPTIC TANK 12 • . y OUTLETS u 1 m 'OUTLET PLAN VIEW NOTES: 1. Pipe joints to be sealed with asphaltic material or equivalent. ..��nH� • �'1i� 7� /� !•.// ira►�i� r�iiN��'' + 2. Invert elevations of all outlet 12" MIN. REMOVABLE pipes must be equal. _. . •' "• ' jNERT 3. The slope of outlet pipes between BAFFLE the distribution box and distributor INLET � 2•• MIN. OUTLET laterals should be 1/8" per foot. V. -0- � /// 1" TO 5" ,., I r- 12" MIN. )UTLETS CLEAN SAND or PEA GRAVEL FIGURE 8 DISTRIBUTION BOX DETAIL 15 .� -� • _r - -^ �� Open joint farm lo° tile, perforated, o l or bell and spigot 0 0 pipe i_oo 1011M 6"• tarp'apeVstAp'.:.:..... o� a 1— over top % of pipe p c p'; I when farm the is used go c — 34" to , ° _O d Slope 5,s" per ft _ Tight g j (yi:" with dosing tank) 24" R• � 'i From FSep 1C an E or dosing tank 24" row Length of lateral o0 60'to 751. May Ira; be 100' with I° dosing tank o � Trench width Tight joints Space laterals, at least 6' on centers with 24" trench, -Gravel limits of tile field ( S EC pLA., 0, ) •al s�e_ va of .�0, Plan Berm or ditch upgrade - to divert surface water Removable cover preferred ` 12" ravel O,osl.o < ��Io00 footing �0 6 °0 0 ? "� i,;t� –4" poured concrete; 8" brick 1 4 masonry; 6" or 8" concrete 0 block; clay, concrete,or °• cement asbestos pipe cut to Below frost 'o' o °o° ° specifications, or precast o, o 00 Section on 2" reinforced concrete Laterals flush° s° e 00 with bottom From: Salvato, J.A., Jr., Environmental Engineering and Sanitation, Wiley- I nterscience, New York (1972). FIGURE 10 V. 7: DROP MANHOLE DETAIL 17 0 Distribution boxes-may be, constructed- -in place or purchased prefabricated. The drop between inlet and outlet inverts should be at least two inches. Boxes with baffles help prevent short circuiting (see Figure 8). Serial Distributors Unlike distribution boxes which evenly distribute flow among laterals, serial distributors fill individual trenches in sequence. Serial distribution systems may be used for soils with variable absorption rates and in sloping terrain. The serial distributor is designed to allow a trench to fill to the full depth of gravel before discharging to the next successive trench. Distributor lateral sections are connected with tight joint pipe and should be placed in undisturbed soil (see Figure 9). Drop Manholes A reduction in the velocity of sewage flow often must be made for absorption fields on steep sloping grades. Excessive velocity will hinder even distribution in the subsurface absorption field. The velocity of flow can be reduced by use of drop manholes as illustrated in Figure 10. Dosing Devices Dosing tanks are chambers which store septic tank effluent and periodically discharge to a large absorption field or sand filter. The use of dosing devices permits the rapid charging and distribution of effluent. throughout the From Berm or ditch upgrade to dive surface water disposal system followed by a period during" which no effluent enters the'sy'sfem: ` Household sewage disposal systems rarely require dosing units. When indicated, it may be preferable to arrange the plumbing so as to divide the flow into two separate systems and avoid dosing complications. However, sometimes they are made necessary by large sewage flows combined with semi - impermeable soils. When dosing is necessary, a professional engineer or registered architect should be engaged to design the system, supervise construction and implement startup. In absorption fields, single dosing units are required when the total trench length exceeds 500 feet. Alternate dosing units are used when the length exceeds 1,000 feet. Automatic dosing may be performed by automatic syphons, or pumps. Manually operated devices are not recommended. Among automatic devices, those operated hydraulically and by gravity flow are preferred because they have no moving parts to mechanically fail and will operate during power failures. Alternate dosing devices have two units of equal capacity with each dosing half the field. All dosing devices should be easy to inspect and should include a gravity overflow line in case of failure. Upon installation, new syphons should be primed with water. If hydraulic bell syphons are used, they can be tested for leaks" by covering with water and inspecting for air bubbles. Mechanical float valves should be tested and adjusted for correct discharge level. Pumps and float controls should be readily accessible for servicing. From septic tank rr A 2..., A4 A bench, botEom 1e11e1 Undisturbed earth between trendies Invert st West 4' kwa than invert of septic tank outlet Salvato, J.A., Jr., Environmental Engineering and Sanitation, Wiley- Interscience, New York (1972) FIGURE 9 . Vi SERIAL DISTRIBUTION DETAIL 16 0 9k E , r rn G I` \m 1 1 d o �•h t. ri tn -� rn f•' �r r: 3., rr e PUTNAM COUNTY DEPARMW OF HEALTH - DIVISION OF ENVIRONMENTAL HEALTH SERVICES INDIVIDUAL %MTER SUPPLY SUBSURFACE SEWAGE DISPOSAL SYSTEMS _._... FIELD U= F-XIUN REPORT � 4*11. L (Name of Owner) (Street Location) INITIAL SITE INSPECTION YES NO Wetlands on/or proximate to property .............. Property lines or corners found ................... Can estimate house location ....................... Will driveway need cut....... ................... Must trees be removed - note these............ .. Deep holes representative of entire SDS area...... Additional deep holes needed..... ... ... .... Sufficient SDS area available considering driveway cut,-house location, separation distances,etc... Adjacent wells/ septics ............................ D.H. 1 Lot Depth to G.W. Depth to rock Soil De, 0 ft. 3 ft. 6 ft. 9 ft. 12 ft. D.H. 2 Lot Depth to G.W. Depth to rock Soil De. 0 ft. 3 ft. 6 ft. 9 ft. 12 £t, ., DATE: INSP. BY: D.H. - Deep Hole G.W.- Groundwater D.H. 3 Lot Depth to G.W. Depth to rock 0 ft. 3 ft. 6 ft. 9 ft. 12 ft. Soil DeSCr DATE: FINAL SITE INSPECTION INSP.BY: YES NO COMMENTS House SSDS located per approved plan ............. Length of trench measured Width of trench average Slope of tile line and trench acceptable......... Roan allowed for expansion trenches .............. Over 100 ft. from watercourse .................... Natural soil not stripped or SDS area unnecessarly graded.......... ..... ........ 10 ft. maintained from property line and 20 ft. from house... ........................ Distance well to SSDS (ft.) ...................... Number of bedroans checks ........................ Stones, brush, stumps, rubble, etc., greater than 15 ft. from nearest trench.. ...... ... 15 ft. of peripheral soil horizontally fran trench ..... ............................... Boxes properly set .. . ....... .......... ......... Could surface runoff fran driveway, roads, ground surface, etc., channel near SDS area.... Does lot drainage appear OK in area of SDS....... FINAL GRADNG OF SITE ACCEPTABLE .......... —� —� PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES COUNTY OFFICE BUILDING, CARMEL, N. Y. 10512 �� DESIGN DATA SHEET-SEPARATE SEWAGE. -DISPOSAL SYSTEM FILE -NO. Owner -off > /Z Addre s s % fCdc -a�a Located at ( Street Sec. /�- Block Lot - - -' kindica e nearest cross street Municipality y`�c iJ2atrf �i Watershed . SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS , T67 Number CLOCK TIME .5 PERCOLATION PERCOLATION.: Elapse Depth to Water a er Level No. Time From Ground Surface.in Inches Soil Rate,,. Start-Stop Min. Start Sto p Drop in Min: /in drop" Inches Inches Inches. 2 % �. � 's} a C19.5 / 3 1121 7 5 �a J, 5- �_ 5 f 3 z,2 ? 2 1 `NF . -3 .5 t Notes: 1) T6\�ts to be repeated at same depth until approximately equal soil rates are obtained at each percolation test hole. A11 data to be submitted for review. 2) Depth measurements to be made from top of hole. .6011 6 It 6. t 721I 11 78: 1 84 INDICATE LEVEL AT WHICH GROUNDWATER IS ENCOUNTERED T fT, jhrDIG-ATE* VET WHICH WATER LEVEL- . RISES -AFTER- BEING- ENCOUNTERED TESTS MADE BY Date o 3 - /-7 -e6 DESIGN Soil Rate Used 4✓ b1in/1"Drop: S.D. Usable Area" Provided e•o -0 No. of Bedrooms Septic Tank Capacity %2 5o Gals. Type Absorption Area Provided 'By lz25 L.F.x2411 V_ 37— width trenn Other 6w heg _'dea� '4 Mi- Slanature lk'A A ddress. j 141A_,__rA lq,7 A10 -47, A), V /V 6 THIS.SPACE FOR-.,:USE BY HEALTH DEPARTMENT ONLY: Soil,,,R&te.Approved Sq. Ft/Gal. Checked by 012V�o 12 " 4�4, OF ,7 1 -7 Z I i o' i 4'? 7, " Q ? 1� A 'K IR J'.�j " S �'"l Vw'!CE R. FOLEY, H.S. I A-;`-n� VlaJ!-'h D;'Rc',Or ifixyaental 4 ceftemq 19-114) 3 Ir TX MAr' 19 5-f AdG (AT ?f V r G AD 'D //V /Z¢ x2I ONE t i 1p Z" 11 EL Art I 4 Cou AR, i infor6 Ce r r i ed an S'Y of 6ir�iltiii :5 1a cK) r Q-1 'or-op--L -" your lrvev We s A -iy :1 'd ni; of of p rttt,l i cat k on AU9USt July 1998 (Revised} DEPARTMENT OF HEALTH Division of Environmental .Health Services 4 Geneva Road Brewster, New York 10509 Tel. (914) 278-6130 Fax (914) 278-7921 Jacqueline Lynnfield R.A. 25 Evergreen Road Putnam Valley NY 10579 Dear Ms. Lynnfield: BRUCE R. FOLEY Public. ,Health_. - Director.: - - September 9, 1998 Re: Addition - Christian and Carma Luce, 8 Partridge Lane Increase in Number of Bedrooms (T) Putnam Valley, TM# 74.17 -1 -39 I have received and reviewed the plans for the proposed addition to the above mentioned residence. The proposal for the addition has been approved as per plans bearing the latest revision date of September 9, 1998 and this Department's approval stamp. Based on the information submitted, the above mentioned addition is approved with the following conditions: 1. -The total= nui fiber of-bedrooms - must - remain- -at-four without piior approval by this Department. 2. The area of the existing sewage disposal system, and its expansion area, must be . maintained. 3. All plumbing fixtures must be updated with water saving devices, i.e., new low flush toilets, restructures for shower heads and faucets, etc. 4. The sewage disposal must be installed as shown on the plans prepared by Jacqueline Lynnfield, R.A., dated September 8, 1998. Any other permits or variances required are the responsibility of the applicant and the jurisdiction of the Town of Putnam Valley. If you'have any questions, please contact me at your convenience. Very truly y---- --- --� William Hedges WH:tn Sr. Public Health Sanitarian cc: BI (T) AM COG PUTNAM COUN'T'Y HEALTH DEPARTMENT * * DIVISION OF ENVIRONMENTAL HEALTH SERVICES C' o E..[il 4.. _ - .... __ - . PROPOSAL FOR SF�]P,GE DISPOSAL SYSTPM�.�3EFA�R,< mm's NAME (,ki YI S 'clam �' t:Ol Vn?,G� L t4 CPi PHONE % 2-6 50 SITE LOCATION P2 PPE �kTiyAw td . TM# 2t. l '"3 MAILING ADDRESS � /All / 012M M PERSON INTERVIEWED Ih� L Vl PCHD Canplaint # Name & Relationshi i , owner,tenant, etc.) DATE TYPE FACILITY g:6 DiCT PROPOSED INSSTALUM 1)0 �6 PHONE REGISTRATION # Pro (include sketch locating all adjacent wells): NOTE: Repair must be in same location and of same type as original sewage disposal system. Different location may require submittal of proposal fran licensed professional engineer or registered architect. Proposal approved Proposal Disapproved — Inspector's Signature & Date proposal approved with the following conditions: 1. Procurement of any Town permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name. b. Site Street Name, Town and Tax Map number. c. Location of installed canponents tied to two fixed points (e.g.,house.corners). d. System description (e.g., 1250-gal. concrete septic tank, three precast 6' &am. x 6' deep drywells surrounded by one foot + gravel). e. Installer's name and number. 3. System repair to be performed in accordance with the above proposal and conditions. [, as owner, or reported agent of owner agree to the above conditions. ;IGNATURE TITLE ` DATE ll/ ' L l TES: Flute (PQ:D); YeUc w (Tom BI); Pink (Applicant.) DPARTMEN7 OF 1-11ALTI-I Division Of Environmental Health Services 4 Geneva Road, Brewster, New York 10509 (9.14) 278 -6.130 Putnam County DcpL. of Health 4 Gencva Road Brewster, NY 10509 BRUCE t!: 6'oli Y; 6 l s. Acting Public Health Uur•,;igr Rcsidcncc�q �� V- "Tax M ap -7 V, 17 — -r' �l own a According Lo records maintained by the Town, Lhe above noted d\vcllili5 1S J 1S NOT in compliance with Town code and the total number of bedrooms on record This information.has been obtained from: CERTIFICATE OF OCCUPANCY: ASSESSORS RECORD: 0TH I -, R TI i ' L r luilding, In color PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES ;..DESI I =DATA SHEET : SUBSUR FACE- °S ,WAGE'TREA`I`ME'NT 1SYSTElVI: Owner ti 1 � i�(/y (�� Address 9 Located at (Street) 7 Tax Map Nock Lot 3 indicate nearest cross street) Municipality VgAA1 Watershed SOIL PERCOLATION TEST DATA Date of Pre -soaki Date of Percolation Test & /4f-'/4 IIepth to Water Water From Ground Level Percalahott Time Ela se Time Surface (Inches) prop In Rate Bole No Run No Start - Stop �iVliri) Start Stop IndiesfififInch 20 5 err. SEc 1 N 2 Z CL 3 �5��► 3 3D 5CG 4 17: se c- 3 kG /N 3 4 5 1 2 3 4 5 NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD -97 Located at C %i'ri�— 10 14 T tJfbl yA1/Lt5L-f TN Tax Map # o Block _ Lot Subdivision of Subdivision Lot # Filed Map # Date Filed Gentlemen: This letter is to authorize . J-64 (i 6 ti &a� GYP F 16U a duly licensed Professional Engineer or Registered Architect ✓to apply for the required wastewater treatment and/or water supply permit(s) to serve the above -noted property in accordance with the standards, rules or regulations as promulgated by the Public Health Director of the Putnam County Health Department, and to sign all necessary papers on my behalf in connection with this. matter and to supervise the construction of said wastewater tretment and/or water supply systems in conformity with the provisions of Article 145 and/or 147 of the Education Law, the Public Health Law, and the Putnam County Sanitary Code. Countersigne P.E., R.A., # Mailing Address State Telephone: - -' - J••••�vIrYY11. 25 Ever��e� fad �D579.20 Zip Mailing Address: 6 rAoV /10!T3K, 1^4"- rPlt�vtk�n, Vkti'i,(�v► States Zip_ Telephone: �I Z Form LA -97 ��tD ARC G�5 �E 1,AREIy \� . y# APPENDIX C r� of N CONSTRUCTION NOTES FOR SUBSURFACE SE GE RE STEMS & WELL WATER SUPPLIES SERVING SING - FAMILY RESIDENCES The following notes shall be provided on all plans for individual SS S and well water supplies. Basic Required Notes 1. All trees within 10.feet of the proposed subsurface sewage treatment system (SSTS) shall be removed. 2. SSTS to be inspected by the Licensed Design Professional and the Putnam County Health Department after construction and prior to backfill. 3. The SSTS area.shall be staked and roped off so that no trucks, machinery, building materials, nor excavated earth shall be allowed in the SSTS area. 4. All erosion control measures shall be installed prior to the start of any construction. 5. Construction of SSTS to be in accordance with these plans, any revisions thereto, and the rules and regulations of the permit issuing governmental agency. 6. The well is to be a drilled well, constructed in accordance with New York State Health Department Bulletin, entitled "Rural Water Supply ", pump tested fora minimum of 6 hours and have a minimum safe yield of 5 gpm. Yields less than 5 gpm. will be immediately reported to the Putnam County Department of Health. 7. The SSTS design shown hereon does not provide for installation of a garbage grinder. Such installation requires . additional design and the approval of the Putnam County Department of Health. 8. Putnam County Health Department approval is based on the location of the SSTS, well, building, setbacks, and driveways as shown on the approved drawing. Modifications are to have prior Putnam County Health Department approval. Unauthorized modifications made to this drawing after the date of Putnam County Health Department approval voids said approval. 9. Cut or fill is not permitted in the SSTS area, except if so specified on this plan.. 10. After backfilling the system, the SSTS area shall be covered with a minimum of 6 inches of top soil, seeded, and mulched. 11. Occupancy of this structure will not be permitted until the Construction Compliance Application has been received and approved by the Putnam County Health Department and forwarded to the Building Inspector of the respective municipality as part of the Certificate of OccupancyApplication. 12. This plan is approved for sewage treatment and/or water supply only, and all other required permits and/or approvals are the responsibility of the permittee. 13 . The Putnam County Health Department approval expires two (2) years from the date on the approval stamp and is required to be renewed on or before the expiration date. The approval is revocable for cause or may be amended or modified when considered necessary by the Department. / - fTjcr �,,:: -c_..- ..*• -;rte it) .+ -- ¢:..r.,; 'si5s.: "rs.;�:: .. ._ Jacqueline L ntield, Arch . f z Evergreen Road Putnam Valley, NY 1p579 'v ,. �}.•� ��.,+� ' Yr ip' �;��A•}� :'+S j.i: T�3'_i `�4::. +�'.� • y 't' a:'.'7�' ♦ ,)t. . i<��K� Ha. ��l ":.: l iS.r}y •. l;•v..�1 :+R':•• A'L'A:. {. �: vN� � �: 6y 5 y .! �• �.� . tee" 1•� i ...:Ji1Y5:r,:f�hi}ll.. ms's . = � � i • 'c" : .�.. - /vE vA/ 6<'D D i -T 1 0(,J' 2 2 11 - a. j N�2•�G ate vu W0f2 PLPy ODN` 1 - - lK Uri c77 N6, Co j N �hYN" - — PU -INP`i JL•. Tu r/ V I` OD o HOUSE ' ,.J.r:'C.. i l tUn _ 6EDF,^ ; `'v'� �! w I �I ON JacquelinegLrynfield, Arch. I/] / _ L / �� ,�] /� / t 1 Putnam Valley NY 1a0579 l2' 1 D C� `I 1 p V / 7- V � I/�rj� �, �/ Phone(FAX 914528-0068 M AIAP AtI PrLIiV[E- v� PI--,--N D— by- ff, � 313 C21 . .......... ;J. 0 7 4,A - vo. F7 ql: ri'iT'� Or W F- 5� q p. 77 Ir C-CILI 9A Am I- PUTNAM COUNTY- DIP WMENT OF HEALTH HO E PLANS APPROVE R BED OOM COUNT ONLY; 41 - a -BEDROOMS Sig iature eL -Al 2 3m 52 14( IA M ykDw Mlve- Z--Vwo)�—, v t--� v ` � J'vv �/ `� �D I �� 0/\/ Jacqueline Lynfteld, Arch. & 25 Everggreen Road Putnam Vall NY 10579 ^/ I / ey P 0 7/ V I/�lj� U�r �/ Phone/FAX 914-52 &0068 s..b: • t i. - 6A -rH I 7r • I ko. i DoEN BASEMENT m� W — /NL Xxex,4TED 3NEErgoLK " NI ON t✓4LL, � ci �L/NG � II I tt 0 A(/.VDRY Iy �I A — — r gyFi GRLLV,�oc I wI i N i W /2 h z2 57-CFL BEAn J i PW $0 i8p _- ^$O �" -_ �:.. •„ � y+ .';- j.. 1 � � � .rte LON r/NUOVS G°,JG, Fool /N C+ -_ _ -- J. I 1 - — �oyNA��wN ?�Wvglu) Q/. Oh 1-9 a a .PAR _ q! V 990 11 1 Is I c s - R=�OZrllO e err N Il L VIG°KV nrc4 '.:. y . u9I wM� 3Z�?o a \� SOA4EHb: L-� 'W"d = /. oqo ,lceEs CERTIFIED TO: .lES /Gi✓.OT /DA/SEei. "'PKE.N/SE'S Sf/OWN fsH6.2EON.BF✓NG;LOj- - H° � aq;s spcis/N ON -:I aA/.IP.ENTiTLE _SEC i0A/:A off' io[7.✓./M../ccES "'S.IiO' "�II.lP ' G.AQ.MBL. SURVEYED: /vLY 17. /9B6 Certifications hereon are valid for Bank, Title Co. & Owners for this transaction SURVEY OF PROPERTY l' BROUGHT TO DATE /�AY 7. /989 Ci.i�osa�G.at only: Certifications are not transferable to FOR twice BROUGHT TO DATE '��•��•�, L �E subsequent Bank, 'Title Co, or Owners. � ��, ��t® n LfiL.z7.H7a£Ltsyz O be / ! All certifications hereon are valid for this JOHN SALVATORE ROMEO map. and copies thereof only if said map or copies'. bear the impressed seal of the sur- SITUATE IN THE Consulting Engineer & Laud Survcyur veyor whose signature appears hereon. %OMAI 01I R&MWAf V,?.Z4EY 1 NOR ROAD "It is hereby certfied that, this survey, was )-lJJ'NAM COUNTY SKILL.E f EEKSKILL. N. Y. prepared in accordance with the esisting try roV • � � "'� 7� ,� 4, v3 `fig' LOS 29y- LLJ ti r.Z Zs _ i r LOl �� 2g ¢4� 1 30 ,`� _t .BC _ y / y 'g p; \ - N� wi•u. wiilFsN gyp' ."a W Su. fI j i e F �7J11 w 6R F ,4R£'P ''NIA! * �. �� o r �� • ' � a . v C� 4• tN U o= .2'd RpB _ v _ ; i,� t ILOVCr{'Ul31R�RM�n ` Lij Lu al 1 1 ; I 3 3i t J s z Nam I N zl 23'- 3o W I�yy LnT 2l SEPTlC SYSTfEM BEDROOM HOUSE. I�EaI NE D &SUPERVISED 8Y _ r 3 Y r FOR ,yy - ,t. r . I !I 11' Mfn �.._ �uRsE Ar�TJZ+� ✓, J tJ lf- . 0 [ �• a . �<n ``�e, ,- . ti = - �Q1LS RATE CONSbLTING ENGINEERS 1006 SAL. TANK.- JpuTntAK VALLEYS PUTNA N - COUNTY 1. i'JORTHRIDGE ROAD �` F �a T CHES 3 ' .RSA OF %^ , N 1A!,Y • J ` OR(GIN is 4u 9' �, iai ; PEEKSKILL : Y NE ORK I 4 r j'. :9 t t. OF 7 i N i p4 09 ,.; ° ° LOT 2 <, nt N X L1T f o i ` L s m 1 WI C �10 Eitgleq ,y M k O Wslt y+ o ZW 9U77EN � :� \\ F 3341 ,SOgaQ p N E' , s R3 H `ar f f T� qN 47- eN0 a° 30 + ^+ t ;a SEC'TPONA OF PUTNAM ACRES,`MAP,NO.BIS "* 10, T O 8: