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HomeMy WebLinkAbout0605DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 23. -2 -12 BOX 7 4 No } No �.� or r IN T JIM J a Nor V , , No 00605 Located at Bullet Hole RD Tax Map Bi k .14)t 3 _ ciCk 1 Subdivion Nam'--G n. Subdv. Zot H 12 Owner /applicant Name R a i d Formerly�rd le. �_ at Mailing Address East Branch Rd' ' Brewster Zip 105 09 Date permit Issues Separate Sewerage System built by Roger Mayes S Address Consisting of 1000 Gallon Septic Tank and 3 3 d L kn °ter y a s t ei f Abse—F p t i e n Trench Water Supply: Public Supply From Address or: 3L Private Supply Drilled by Address Building Type Re c i d c n n o Has Erosion Control Been Completed? Number of Bedrooms 3 Has Garbage Grinder Been Installed? Nn Other Requirements I certify that the system(s) as listed serving the above premises were constructed essentially as shown on the plans of the completed work ( copies of which are attached), and in accordance with the standards, rules and regulations, in accordance wit he filed plan, and the permit issued by the Putnam count,-,* Dep ttment Of Health .AS certified on As -Bull a Of Date Certified by P.E. R.A. Address P.0',. B License No. 51 A'sl 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 sewerage system shall become null and void as Won as a pub!% sanitary,lower 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 1. subject to modification or change when; in the judgment of the 'Commissioner of Health, such revocation, modification or change Is necessary. Oats BREWSTER LABORATORIES Box 224 - BREVISTER, N.Y. (914) 225 -2072 - 0, r_ SAMPLE NO. 6314 SOURCE: Purdy Construction (Reid) Well McManus Rd. Patterson,.NY COLLECTED: Sept. 22, 1986 BY: Mill Drilling, Inc. BACTERIOLOGICAL EXAMINATION Coliform Count, MF Method Q per 100 ml. This result indicates the source of the sample was of satisfactory sanitary quality when the sample was collected. Sept. 24, 1986 T.T V T T r+rNMD T V rr T r %1AT V V D n'0 rr 4* � * WILL l l�Vl'll LL' 11V1`I LtLAl VLt DEPARTMENT OF HEALTH Division Of Environmental Health Services PUTNAM COUNTY DEPARTMENT OF HEALTH Office Use Only' WELL LOCATION STREET AOURESS: wNlvll / ITY TAX GRID NUMBER: McManus Road Patterson, NY ' WELL OWNER NAME. ADDRESS: Terrence Reid B e York zr P8IVATE O PUBLIC USE OF WELL 1 - primary 2 - secondary ❑ RESIDENTIAL ❑ PUBLIC SUPPLY O AIR /COND. /HEAT PUMP ❑ ABANDONED ❑ BUSINESS ❑ FARM O TEST /OBSERVATION ❑ OTHER (specify) ❑ INDUSTRIAL O INSTITUTIONAL O STAND -BY ❑ MOUNT OF USE YIELD SOUGHT 5 gpm. /N0. PEOPLE SERVED 4 EST. OF DAILY USAGE 450 gal. REASON FOR DRILLING Idr NEW SUPPLY ❑ PROVIDE ADDITIONAL SUPPLY ❑ TEST / OBSERVATION O REPLACE EXISTING SUPPLY O DEEPEN EXISTING WELL DEPTH DATA WELL DEPTH 500 ft. STATIC WATER LEVEL �_ft. DATE MEASURED 8/29/86 DRILLING EQUIPMENT O ROTARY O COMPRESSED AIR PERCUSSION ❑ DUG ❑ WELL POINT ❑ CABLE PERCUSSION ❑ OTHER (specify): WELL TYPE ❑ SCREENED O OPEN END CASING. 2f OPEN HOLE IN BEDROCK ❑ OTHER TOTAL LENGTH tie ft MATERIALS: ZSTEEL O PLASTIC ❑ OTHER CASING DETAILS LENGTH .BELOW GRADE 61 ft. JOINTS: ❑ WELDED VTHREADED O OTHER DIAMETER 6 in. SEAL: 0 CEMENT GROUT OBENTONITE C1 OTHER WEIGHT PER FOOT l�b. /ft. DRIVE SHOE:,2fYES ONO LINER: O YES ONO SCREEN - --- -DETAILS DIAMETER (in) 'SLOT SIZE LENGTH (ft) DEPTH TO SCREEN (ft) DEVELOPED? FIRST O YES ONO HOURS SECOND GRAVEL PACK 0 YES ❑ NO GRAVEL SIZE DIAMETER OF PACK fn. TOP DEPTH ft. BOTTOM DEPTH ft. WELL YIELD TEST If detailed pumping METHOD: O PUMPED i tests were done is in- O COMPRESSED AIR , formation attached? O BAILED ❑ OTHER ; ❑ YES 0 NO WELL LOO It more detailed formation descriptions or sieve analyses are available, please attach. DEPTH FROM SURFACE water Bear- ing well Dia- Meter FORMATION DESCRIPTION CODE ft. ft. WELL DEPTH ft. DURATION hr. min. DRAWOOWN ft, YIELD gF m. Land pe 5 Hard– packed clay &boulders 50 5001-E Hard black & white granite 400 2 400. 6 500 6 400 8 WATER Ie CLEAR TEMP. QUALITY ❑ CLOUDY HARDNESS O COLORED ANALYZED? k"YES ❑ NO ANALYSIS ATTACHED? J2rYES ❑ NO STORAGE TANK: TYPE diaphragm CAPACITY. 86 GAL. 26 PUMP INFORMATION TYPE submersible CAPACITY ___ Z__ MAKER COULD S DEPTH 3 5 0 ' MODEL 7 E H 1 0 41 2 VOLTAGE 2 —O HP �_ WELL DRILLER NAME DRILLING, .INC. oarE ADDRESS PU Ve B 7927obert M. Mill, President .a ' PUTNAM COMM DEPARTMENT OF HEALTH DIVISION OF ENV UMWAL HEALTH SERVICES Owner or Purchaser of Building Section Block Lot L4 G ore Building Constructed by Location - .Street 2 o Municipality. Building Type Subdivision Name tZ Subdivision Lot # GUARANME OF SUBSURFACE SEWAGE DISPOSAL SYSTEM I represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewage disposal system serving the above described property, and that it has been constructed as shown on the approved plan or approved amendment thereto, and in accordance with-the standards, rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs or assigns; to place' in good operating condition any part of said system constructed by me which fails to operate for a period of two years immediately following the date of approval of the "Certificate of Construction Compliance" for the sewage disposal 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 Director of the Division of Environmental Health Services 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. Dated this day of 19'V Signature eIL Title Gen al Contractor (Owner) - Signature 0Lv� Corpomtiea -44ame (if Corp.) W-670 rev. 9/85 mk Corporation Name (if Corp.) Address APPROVED FOR revocable for caus, requires a � newf pe Date (j &' T 3 License Nc .unless construction of the building has been undeitat en and is imissi ner of Hmlth. Any change Or alteration of construction to w ter supply only: d3i�+ O! i PLTTNAM COUNTY DEPARTMENT OF.HEALTH , I • .. -.. , .. „ RG'v: 3/8 Qj Divislon of Environmental Health Servlees Carmel N Y.10512 = Englneei to Provide Permit N o , ICATE OF COMon CE PLIANCE . �,vv .c o ON °UCT[ uj_ r �► , ` PERMIT ORSEWAGE DISPOSAL SYSTEM CONSTR Located ats U a t F. i� F1A /'na Town or VlSage Subdivision Name tit) P L�IGk•• C l t. w1 s Subd. Lot H Z Tax Map.3 Block /1 Renewal_❑ eeyleion •O Owner /AppBcant Name — C YA) I-M /A b. Date of Previous Approval : N9H g. Address --,I_C- n hrM Il Town E Building TYP,e . —n - :Lot Area 61 Section Only Volume IC t" t 1� r sts Gc i Depth !, Number of Bedrooms " Design Flow G /P /D D 0 PCHD Notification In Required When FIB Is oomph_ Separate Sewerage System to. consist of 1 v° v Galion Septic Tank and 9^ t. F {� L a °2 ► To be.conetracted by: Address - i Water SapPb'"' Pabllc.Supply Flom Address. i _,. or. Prlvate.Sdpply Drilled by ddresa Other Requirements epresen hat l,am wholly•and `completely responsible for yip des!gn and location of ,the, proposed system(s); 1) that the ,separate sewage disposeI system ' abOVe'tleS ribgd'will_be constructed as'shown On the approVed:ainendment,there io and in accordance with the standards, rules ah regu a ions o - - e Putnam ' County Department of Health, :and that.on completion thereof a' eertrficate of Construction Compliance" satisfactory to the Commissioner of Healthwill P�0 1 be submitted to the Departmeht ,. and a' written gua$ntee -will be'furnishep the owner, his successors, heirs or assigns by the builder, that ssid builder will /{ place in good operating.' any part. of, said sewage dispose)'systern during the period of two (2) years immediately following !"date of,the issu- +_ ance� of 'the approval- of:the Certificate -of Construction .Compliance 'of.-the original system or,any - repairs thereto; 2) that. the,drilled well described above. will belocatedas shown on the approved plan and that said well. will beinsta llin accordance. with the' stn ards, :rules a regula�{on�f -:the ',Putnam' .: .,. .. County DeDartment'of Health ".::.- . :; - - Date' /i P /G Signori r/ P R.A. - - ILLSD9 APPROVED FOR revocable for caus, requires a � newf pe Date (j &' T 3 License Nc .unless construction of the building has been undeitat en and is imissi ner of Hmlth. Any change Or alteration of construction to w ter supply only: d3i�+ O! i PUTNAM COUN'T'Y DEPARZMff OF HEALTH - DIVISION OF ENVIROWIgTAL HEALTH SERVICES INDIVIDUAL WATER SUPPLY SUBSURFACE SEWAGE DISPOSAL SYSTEMS r FIELD INSPECTION REPORT �C AcKc,"ILA L I (Name of Owner) (Street Location) INITIAL SITE INSPECTION YES NO Wetlands on /or proximate to property .............. Property lines or corners found ................... Canestimate 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 D.H. 2 Lot Depth to G. W. Depth to G. W. Depth to rock Depth to rock boll uescr 0 ft. 3 ft. 6 ft. 9 ft. 12 ft. 0 ft. 3 ft. 6 ft. 9 ft. 12 ft. boll uescrl DATE: 2 INSP. BY: D.H. - Deep Hole G.W.- Groundwater D.H. 3 Lot Depth to G. W. Depth to rock boll llescrl 0 ft. - 2� 3 ft.f 6 ft." 5 �'J 9ft.''3 12 ft. DATE: FINAL SITE INSPECTION INSP.BY: YES NO CANTS House SSDS located per approved plan.... .o...... Length of trench measured d Width of trench average Slope of tile line and trench acceptable......... Room allowed for expansion trenches .............. Over 100 ft. from watercourse .................... Natural soil not stripped or SDS area u nnecessarly graded.......... .. ............ 10 ft. maintained from property line and 20 ft. from house... . ..... ................ Distance well to SSDS (ft.). ....... .. .. Number of bedrooms checks ...../119....0 -4� ,5� .. Stones, brush, stumps, rubble, etc., greater than 15 ft. from nearest trench ................ 15 ft. of peripheral soil horizontally frcan trench ..... ............................... Boxes properly set.. ...... .......... ........ Could surface runoff from driveway, roads, ground surface, etc., channel near SDS area.... Does lot drainage appear OK in area of SDS....... FINAL GRADNG OF SITE ACCEPTABLE..... .. II C �T �✓� -k- .�. ` i -} L i 5 cj G—. cl �. V 2f /� /" 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 C.� Addressee -y- 1Ze,4A/Cs -I 4vz=a1�4e Tom'.90f-Wr6 7e -ie Located at (Street) 1'1 0,4, Sec. 73 Block Lot-.-, (g (Indicate nearest cross s ree Municipality-PA-MC-1 n/ Watershed &, -nVA/ SOIL PERCOLATION TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS Hole Number CLOCK TIME PERCOLATION PERCOLATION apse Depth to WAter Water Level No. Time From Ground Surface in Inches Soil Rate" Start -Stop Min. Start Stop Drop in Min. /in drop 3 X0:05 5 1�:L2 2 3 5 Notes: 1) Tests to be repeated at same depth until approximatelyy equal soil rates are obtained at each percolation test hole. All data to be- submitted for review. 2) Depth measurements to be made from top of hole. i t -�, TEST PIT DATA REQUIRED TO BE SUBMITTED WITH APPLICATION DESCRIPTION OF.-SOTLS-ENCOUNTERED IN TEST HOLES DEPTH HOLE NO. HOLE NO. HOLE NO., G.L. 611 1211 18" 2411 3011 36" 6 4211 4811 541.1 6011 6611 7211 78 8411 INDICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED TESTS MADE BY Date DE=N jr ,Soil Rate Used-E:-�Min/l "Drop: S.D. Usable Area Provided- 7r No. of Bedrooms Cj Septic Tank Capacity /06V Gals. Type e Absorption Area Provided By_J,3_3 L.F.x24" If I width 'Erench. Name T &f3ve-eAe Sigmture Address n 25Z?fL"6 re-7gj- /--/Y THIS SPACE FOR USE BY HEALTH DEPARTMENT ONLY: Soil Rate Approved Sq. Ft/Gal. Checked by A-0 � ,. 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 1�1 'T�1ptS �Fi^SE 'Address 640 P L:N4rdl, Located .at {Street MArt JCNESeZ 4 C�L" Ste c' SZ Block )Indicate nearest cross s ree Yrunici_pality ��"� ' ►�, Watershed SOIL-PERCOLATION TEST • DATA REQUIRED TO BE •SUBMIT`PED WITH APPLICATIONS Mole Number; CLOCK TIME PERCOLATION ZPERO.OIATION Run Elapse • Depth o water Water Level No. Time, from Ground Surface in Inches Soil Rate Start -Stop Min. �F: Start Stop Drop' in Min: /in :dro.p.. Inches. Inches inches 1��•'a.f `� •'Its `� g 2 7 "2- 2.9:n:9.71 (0 4 9•:41- 9.59 �� ;� �L-3 2.l G/� y 3.9 ; -7 —16•.08 :t 5./4? Z s 1 }n `i ' 3. tAl MCA- 1 f .. [.� ]Votes: l) Tests to be repeated at same depth until. approximately. :.equal soil rates are obtained at each percolation test hole.. All data .t.o .bbegiibmi.tted: : for review. 2') Depth measurements to be made from top of hole. DEPTH G.L. 61I 1211 18" �^II J 3611 4211 jf8l! 5411 J �vl 6611 7 2" 7.81 8411 INDICATE LEVEL AT - VfHICH GROUND WATER IS ENCOUNTERED, INDICATE LEVEL TO WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED TESTS MADE BY Date ....::, <....5::.0 -- DESIGN Soil Rate ?Used 6-7 MiiVl "Drop: S.D. Usable Ar e Provided -Wo.. of Bedrooms. 3 Septic Tank Capacit b� . Gals Absorption Area Provided By,_ L. F. x24" ' a. 44 :'Othe'r's` x. I'dame �tarc�— ��2.C,, igna ure s� 1 Address l SEAL — �acW, t -A . OSI� \ �� moo. 26 THIS SPACE FOR..USE BY HEALTH DEPARTMENT ONLY: Soil Rate 'A pproved Sq. Ft /Gal. CYiecked by $' , �„�4�5►1+ww;v amw•.., gar.., ,. Pi�TNAM COUNTY DEPARTMENT OF HEALTH DIVISTON-OF- ENU?RONMENTAL HEALTH SERVICES COUNTY OFFICE BUILDING,.CAIMEL, N. Y. 10512 DESIGN DATA :SIM..T.- SEPARATE .SWAGE DISPOSAL SYSTEM FILE N0. Own6Y+„ ( ✓t �.4N ` ��r� Y' s ]� t ..�� ,;� aware s s �r1t~ Goca�ted at ( Street' 6.V l'L LIT "G <.e , ' mM ,,Sec . Block Lot . ica' a nearest cross s ree cipality;Tow j nr ,4-rr zcnn�' Watershed r-Tcr ow SOIL'PERCCOLATION TEST 'DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS / Z. Number CLOCK .TIME PERCOLATION PERCOLATION 777 �, apse p. o a er Wa er Level ;N4. Time From Ground Surface in Inches Soil Rate. Star Start Stop Drop in Min. /in drop ,Inches Inches Inches �4l14 hf RS` L - %.51Y.' •{}h ! - ... x I • , Fr .�• �u�� Pia-, I��M Ft� .'vi�e yy$yy'N Notes::. be repeated at same depth until =:rates: are• :.obtained at each approximatelyy equal soi • percolation test hole. To review. All data to be submitted ?) Depth measurements to•be made from top of hole. .HOLE' 'NO.— "Cwvy _ �a0 � k-C.. (\ days' -J - :NDICATE LEVEL ,T�0 nfl CCH WATER. LEVEL RISES AFTER BEING ENCOUNTERED -MADE BY Date � a THISSPACE :FOR ' USE ; BY BEA.LTH DEPARTMENT ONLY: .� °mss 1 Soil E Ra Approved Sq. Ft/Gal. Checked by Gus— � Rr cr Mp f. of- VIEALT�� w T PIT ]aATl�': REQUIRED TO BE SUBMITTED WITH J DESORIPTTON OF' sO*ln• EIJCOUNlP.MD IN .TES! PTH'' HOLE NO . HOLE p. l�str r "�A.vJ 1A,w 1r' S; \�rV1, '1.aTu�s�' 3n Q, f;poi: f;3j}1i .iNDIC TE'..I{E'UF,I�%AT WHICH :GROUND WATER IS ENCOUNTERED .HOLE' 'NO.— "Cwvy _ �a0 � k-C.. (\ days' -J - :NDICATE LEVEL ,T�0 nfl CCH WATER. LEVEL RISES AFTER BEING ENCOUNTERED -MADE BY Date � a THISSPACE :FOR ' USE ; BY BEA.LTH DEPARTMENT ONLY: .� °mss 1 Soil E Ra Approved Sq. Ft/Gal. Checked by Gus— � Rr cr Mp f. of- VIEALT�� ALVINIH. BEHR LAND SURVEYOR BURGESS & BEHR PROFESSIONAL LAND SURVEYING R.O. B - HORSEPOUND ROAD CARMEL, N. Y. CARMEL 5-3312 (AREA 914) June 16, 1986 Mt. Michaet Budz.inz k i Putnam County Dept of Heatth County 0jj ice Building a Ca&met, N. Y. 10512 Re: Amended Lot Line Lot 12 of F.ited Map BuAd.ick Gten # 21 1 1 Dears M &. Budz.inz k is We ate enctoz ing he&e.in, three pt.ints and the ot.ig.inat t&acing 4o& the .Lot above, being an amendment in the 4&ont .Lot tine to p&ov.ide the &equ.ited toad 4tontage and to con - 4otm to the minimum .standatds o5 the Twn o4 Pattetzon. We have atz o enctoz ed a photocopy o j the .Lot ass it appeat4 on the j.ited map, bot compah.i/son. We would app&ec.iate you& .s.ignatu&e on this plat as .soon as pozzibte, Aso that we may detive& it to the Town Ptann-ing Boatd 6o& the.i& ptom,ized endo &zement. We ate most anx� ours to jite th.iz - map, z ince the .Lot hays been aotd and the new ownets w.itt be appt y.ing Got the necezzarcy petm.itz to conzt&uct a home. Pteaze catt when &eady. Thank you. vety t &y.4.y you&, BURGES'S 9 BEHR, P. L. S. By. enc: cc: J. Robett Fotchetti A44oc. (one pt.int) N. Y. #37707 CONN.#5394 1�-e) F� -2, &jp- 4( cl'(_� 5i� .PUT'NAM COUNTY DEPAR'IlMEar OF HEALTH - DIVISION OF ENVIRONMENTAL HEALTH SERVICES INDIVIDUAL WATER SUPPLY & SUBSURFACE SEWAGE DISPOSAL SYSTEMS �e;j (Name of Owner) REVIEW SHEET - CONSTRUCTION PERMIT (Street Location) DATE REVIEWED: 71V BY: \d"— DOCUMENTS Permit Application MEN `3 3 /lJ Plans - Three sets Engineers Authorization 3­t, PT MEN J Deep Hole Log MEN NMI NE EN ININE E EN MEN MEN M® INEMEN ME -ME_ a M-FUR IS MEN MEN NP / MENN ®EN ®® MEN mom DATE REVIEWED: 71V BY: \d"— DOCUMENTS Permit Application Corporate Resolution `3 3 /lJ Plans - Three sets Engineers Authorization 3­t, PT Design Data Sheet (DDS) J 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.- Volume D or J Box ;Trench /Gallery; Pump pit details Septic Tank - Size, Detail Well Detail, Service Line if over Construction Notes Design Data Two -Foot Contours Existing & Proposed Driveway & Slopes Cut Footing /Gutter Curtain Drains Perc & Deep Holes Located Representative of Sewage & Expansion Area Expansion Area; shown ;gravity.flow,suff..._size... If Pumped Pit & D Box Shown & Detailed iHouse - No. of Bedrooms Wells & SSDS's w /in 200 ft, of Property Located Property Metes & Bounds House Setback Necessary (Tight lot) House Sewer - 1 /4 " /ft. 4 "0; Type pipe No Bends; Max. Bends 45° w /cleanout SEPARATION DISTANCES SPECIFIED ON PLAN 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,Storm,Leader,Footing 25' to Catch Basin 10' to Water Line (pits -201) Septic Tanks 10' fran Foundation 50' to Well 15' Well to PL COAL Legal Subdivision Subdivision Approval Checked Ex- approval SSDS Adj. Lots Checked Wetland (Town /DEC Permit R & D) Data On DDS Plans & Permit Same SCHEDULE OF DISTANCES A to C = 72' 3" p to C = 48' 3" A to D = 53' 10" B to D = 34' 9" A to E = 54' _ 4" B to E = 28' 11" A to F = 56' B to F = 22' 11" _ A to G = 57' 11" B to G = 16' 11" A to H = 96' 7" B to H = 51' 4" A to I = 96' 'B to I = 51' 11" A to J = 95' B -- J = 53' — _ A to K = 94' B to K = 56' 3" A to L = 93' 8" B to L =...59' 6" _ A to M = 94' 2" B to M = 63' 4" _ A to N = 133' 2" B to N = 94' 7" A to O - 133' 4' B to 0 = 92' 7" A to P = 134' 4" B to P = 91' 4" A to 0 = 132' _ 8" B to Q = 87' 8" TRENCH LENGTHS C to M = 21' 10" L to N = 39' 4" - P to K = 39' 7" J to D =391 4" P r T 19 1" I to O= 36' 11" j-tiOL \St �j C F =_ sGA E : N. T 5. rucuam t;ountiy LepartimenL ei 171sion of Environmental Healt 9proved as noted for conforman dplloaDle Holes and Hegulationi Putnam County Health Department. 't.anature rltip ' 1 Kk. �iST�Rf$+JTtDn� _ �8o1C F7> FE6DE:Z - .f 'tc i N c P Q rt v I k UP14, "A n'I�L �y ;:+ TgA1 K j-tiOL \St �j C F =_ sGA E : N. T 5. rucuam t;ountiy LepartimenL ei 171sion of Environmental Healt 9proved as noted for conforman dplloaDle Holes and Hegulationi Putnam County Health Department. 't.anature rltip ' 1 Kk. �iST�Rf$+JTtDn� _ �8o1C F7> FE6DE:Z - .f 'tc i N c P Q rt v I k UP14, "A n'I�L �y ;:+ N SEPT�cs WAru,r4 \ I . Construction specifications required 48 hour notice be given to engineer before back fill No such notice was given here. 2. Construction, design called for 339' of absorption trench. System, as built, has approximatO.y.334'. 3. Trench designated as "C to M" was added to system to compensate for shortening of other trenches. 4. Pump system was implemented to remedy error in elevation of foundation. 5. Gravel used in trenches had fines and was of an insufficient diameter. 6. Clay envelope has width of 6'- 1'. r,p \,vLO u -5 oi. SE°11CL '9 Al uc.- DO' ✓�'� iQt' i or — Q 1 /� �•l' /rQO h Ics 'W 1Ti —j J . `1 SCA � E Within the limitations noted on this plan, this is to certify that: 1. the sewage disposal system was constructed as indicated on this plan; 2. the system was inspected by J. Robert Folchetti & Associates after it was substantially covered over, and; 3. that the system was constructed in accordance with all the rules and regulations of the Putnam County Department W6alth. Vt 7JA Try/ Spa R 0810,1 i butt, N O