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DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 34. -3 -46 BOX 14 !7- . • — r 01504 PUTNAM COUNTY DEPARTMENT OF HEALTH' 6v 31 S 6' "•Divislon'of Envlronmeafal Health Servioee Carmel N Y: .1051? - Euglneer to :Provide Penult N.. TE OF MP - '..: .' • ��' � t , :PermiRTIFICA "` CO LLIINCE `CONSTRUCn'0N'PERMlT FOR SEWAGE DISPOSAL SYSTEM ted at ►,Zi:i.ir� O "t��1 -Fs F-: . Town or .VNage "Subdivision Name. y Sbbd. Lot H - -Ta: Map;f Block Lot t Renewal_ ❑ Revision E 'Owner /A PPllcant.Name. GIN L :fJiV 5� � C- ;1 .. .,,. • -� Date of Prevlotie Approval Zip MaWng' Address" �1ZLLJS Te� ; S t Flu Section Only th VolameJ Buding Type A e { Design Flow G /P /D �G7470 PCHD Notificatlon is Regblred.When FI11 is completed 'Number of Bedrooms ,p - .!Separate Sewerage System to consist of 1 0O Gabon Septic Tack and `t'29 i To be constructed by r0 - %P/l 1 Address Water Sttppl) Public Sppply From Address ort Private SaPply Drilled byT �TEi✓IIIJ mss A. Other Regalremente N11 W Egj Aft-c'� L L..L ��TT't_ E.�S 1 represent that l 'am wholly and completely - •,responsible for fhedes�gn, and locahgn of the ,proposed system(!), that the;. separate' sewage,tlisposal 'System above describe - - _ 'm" - % d will be constructed`as shown On the,approJed,ameriitinant thereto, and Jn accord once, ruleran :regu awns o e " .0 nam County, 'Department of Health; -and.that on completion,ihereof a ''Cert�f�cate: of Construction Compliance" satisfactory to the Commissioner,of Healtriwill be submitted to tKe Department, and a wntteri gubrantee will be:furnished the owner. his wccessors; heirs or -assigns by the,buildei;:.that laid builder will ij place in ,good :operating condition any part 'Of. said sewage dsposal system during the period of two (2) years immediately following: the.ttate of. the, isw- ance of the aDDroval of the Certit�cate :o`f Constructwn ComDliance.;"of the original - system or any . repairs thereto; 2) that;the drilled well described above will be-)oeated as shown on the approve'd'pian and that sa;d'iweltwill "be,insialled' in accoid'ance with; the.,standa - rules and', regu -aTf ont a of "the -. "Putnam Countyrlbipaitment of Health..'.. Date Sig neC P.E R.A. - Atldress License No'- - .._. APPROVED FO ,CONST LCTI'ON This approval expires one yea from e: date. tuetl unless.const[u,f on of -the building has.:been uridartak n and is revocabl, or ce e`or ma amended of modified whemcon' ere' n e y ;by t Co issioner.of ealth. `Any change or alteration of: construction requires -a rtpw' ermit, Jed for dsposal'of "domestic sang r s age, "and/ pr' to a r wp ly only. Date By Title IF PUTNkM COUNTY HEALTH DEPARTMENT DIVISION OF ENVIRONMENTAL HEALTH SERVICES John M. Simmons, M.D. Deputy Commissioner of Health - FIELD ACTIVITY REPORT - 3&Amx No. ee !C Town VA No. MAILING ADDRESS �f P.O. Box Post Office Zip. Code n 0� PERSON IN CHARGE OR INTERVIEWED I Nam6 and Titl DATE �� � / ( TYPE FACILITY Q TIME ARRIVED �0 +�' 1 TIME LEFT FINDINGS: Sheet of INSPECTION Orig., Routine Orig. Complain Orig. Request Cmipliance Complaint Comp Final Group Illness Construction Reinspection Field, Sampling Only Field Conference Other. Explain - INSPECTOR: TELEPHONE: ISianatur d Title PERSON IN CHARGE OR INTERVIEWED: I acknowledge this Field Activity Report. SIGNATURE: 6/86 TITLE: _- . NT • -,. DIVISION OF ENVIRONMENTAL HEALTH SERVICES John M. Simmwns, M.D. Deputy Commissioner of Health NAME ilee 1-1 NJCZi MAILING ADDRESS I U Lam%" P. 01 Box P< - FIELD ACTIVITY REPORT - 0 PERSON IN CHARGE OR INTERVIEWED Name and Title �l � t DATE TYPE FACILITY Sheet of Orig. Routine Orig. Complain Orig. Request Compliance Complaint Camp Final Group Illness Construction Reinspection Field, Sampling Only Field Conference Other TIME ARRIVED TIME Explain. s FINDINGS: l �f INSPECTOR: PERSON IN CHARGE. 00,:INTERVIEWEI94. I acknowledge this Field Activity Report. SIGNATURE: 6/86 TITLE: TELEPHONE: BIWA l �f INSPECTOR: PERSON IN CHARGE. 00,:INTERVIEWEI94. I acknowledge this Field Activity Report. SIGNATURE: 6/86 TITLE: TELEPHONE: ��L,���� *_ " ?' -�c_ � /Vi S:WC -- • l 1�ffl � f ml M DIVISION OF ENVIRMWMAL HEALTH, SERVICES JohnM. Slmmons, -iM.D. : Deputy y Canmssiorer of Health -FIELD ACTIVITY ,REPORT r Sheet;" of " ._ h 7Ilil �C1 f' - ] j S �k J' ✓' r r , a - • iWVltlne ,�,'„5 S P Canplat v c ��" prlg • geques No � , Street Tanm i ` No.. Compliance ` CanPlant Camp MAILING -ADDRESS '. �` Final _ P_ O :Bock° Post Office" ... � ;Zip Code Group Illness !' "s Gu.Y'�.� � +TEI,�PiDNE Construction < s , • - Renspection PERSON INCHARC'E . Field, "Sampling- Only' Qit' INTF.fRV'tE{rIED Name and Title De TYP E "FACILITY :ARRIVED { �' C TIME LEE'T Explain .TIME - r , .� FII�IDII�S:'. : o - i Q `` ge - ,,,, ms: lk a' C f INSPB Ci TELEPHONE: Signature ;and Title `PERSOIH IN °QR:' _CHAIaGE._ 17 a@6071 ge this -Field Activity 'Report. SIGMA -EME: " x 6/86 r, TITLE:- _ .: TI . , _. 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' ktr'.a 's��F'' A 1` t I top } I I Y � �I I`I �(; I I• I I I I I I Il,,lt ,.n". ,,S „'n t r,a t ' ' i I I I I I a I F 11--i"i If 1. I ,355 ' •4 Clr s} i?, 11 CAL�;k��' I I >1' { 1 • { ..t I I '. i. � i i '� I ! I I j I � � I , I_ I iO� ,' I 'I ! t � � I. ( i i :i �, � i � 1 } I I I ! I'., I' 11 I I I '! I I'!' I _, 1' I' I! t I I ' t I � I i , I ,. t , I , I I I I I t l .! i I , C jI I III II 1 i .I} v I I :� I I ' I �' ! .I. I . j ' I i ! i ( .t ' 6 I ' i':.i 1 .'I A ! �. I • I I i' � tl 1. _ I I I L I ( + •. i j -1-1. 1}II I i I I I f I I I i l t i•; 1 I t 11 l I ( i I L.I L_�. I _..:I t.l._l._i. ' a.� ,I{ a I: -.I•.i I`�I')� ,.4 +=' t �• .mil ' �+ +. , i•• ; t I II ¢ r t ,- �' I I I i I j j!` I j l l i .I I i I� f l �....:.I. I! I I I, �,. � �- 1 f { Ii. a ,• I 11 I � I i 11 1 l I I I •I I I I ( I t l I! I� I� 'I I I 11`' -. 1j (. ' I , I 4 I I I I I I I ' I I �• � I, i 1 j l} � L'i�`19 tr6 a¢y I.i i I. i r i jf �k I 1 •t � ,,t' ...�I A. .t, :.l .• I ,.. 1- , .. I... ; , I ! '!' ".I A I i t. I I I 1 71 ,"', ..! I. _ I .I i ' i I 4l 1 e• +tA t 'i tii 1+s to ut^�t t I `. Y I, Al Ot .. r.r.l+�ww.nle. �1t+ A ,Y,dai11�'R'aht b-,. � i.i r H• ! ., :;1 . _. f: TRANSMITTAL,, 1 - ..._ _ . ...___.._... - .. - -�. � -• _e _ - �.Apr1..16 •: -1986 - - a To - Putnam Count Health De t • - • °° - -=- - -' - p ., County Office Building �'� Job # Y Two County Center r : Carmel, NY 10512 Attn: Mike Budzinski Horizon - Construction Fill Permit (Lot 71 Subject: The following items are herewith' - transmitted: Attached Separate Cover % / Delivered Item Copies Description 1 1 Construction - Permit - - 1 Letter of A • `thor-izati nn 1 Desian Data She�_t___ 4 Drawings - Septic S ystem- Design - 5 1 SSDS Plan and Profile For: L Dx, Approval /.- /.:Review and Comment As requested L/ use % / Record % / Other Remarks:_ Two copies of 'Hous.e Plans to follow. cc: Mr. Ed Heelan File J.-Robett Folchetti & Associates P. 0. Box 374 Brewster, NY 10509 -0297 Signed: - Telephone # (914) 279 -3346 279 -3155 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION .OF..ENVIRONMENTAL..REALTH SERVICES_ Date -..March: -25, 1986 Re ...Property of Hori.zon:Con:struction. :Located at Bullet Hole.Road. ,.(T) Patterson. Section 73 Blocic 3 Lot 31 Subdivision of Burdick Glen Subdv. Lot,. 7 Filed Ma.p # Date Gentlemen: This letter is to authorize J. Robert Folchetti & Associates a duly licensed professional engineer X or registered architect (Indicate) to apply for a Construction Permit for a separate sewage system, to serve the above noted property in accordance with the 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 sys,teai:or systems in conformity with the :provisions of Article 145 or 147, Education Law, the Public Healtfi 'haiv; -arid- th-e- -Putnam -County- -Sani- - —• tary Code. Ve Si 051011 P. 0. Box 374 Address Brewster, NY 10509 (914) 279 -3346 Telephone - Root Avenue f Address Brewster, NY 10509 Town X914) 278 -2111 -Telephone b PUTNAM COUNTY r :IA N= OF HEALTH - DIVISION OF ENVIROMMU HEALTH SERVICES INDIVIDUAL WATER SUPPLY & SUBSURFACE SEWAGE DISPOSAL SYSTEMS REVIEW SHEET - CONSTRQCTIQN PERMIT will f cation) DOCUMEN`rS Permit Application Corporate Resolution Plans - Three sets Engineers Authorization' Design Data Sheet (DDS) Deep Hole Log Consistent Perc Results (3) 30" Perc Hole Other &eT # 7 16'x. 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 I_f �Purpped 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 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 GENERAL 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 DEPAK1P1WI: yr nrr1 .LLL Ll- ----�, �_. SSDSIWS REVIEW SHEET - DETAILS a. . 9T= VM DENS 1. Cutlet 2" bel cw inlet 2. Minirn n 3" bad aE pea g zwl of 1. iqui . A' _.. v._:.._ :.....y _._. 4. Isx3th - =wm twice width to nmdmm fax times width. 5. Nbximm 12" car. 6. Icmtixn std. 7. bahnle - cpmirx3 - minimm 20" in smarter dfi erim. 8. Baffle extend 20% aE liquid depth abase liquid level (641, 13=10 ", d=5' ,b,-92') . 9. If larjth G.T. 9 feet - use 2 o3rpartrents. 10. Minimm talc ap ty = gaO bec mii- 1200 831/4 becdxnan:134 cF,/'3 bdrm;161 cf/4 bcbm. 11. Pzgmltic oca ing far reinfcrcEd ante. 12. Inlet tee/Lmffle 16" belay flaw lim- 13. Outlet te4/bfae 18" belcw flaw lire. 14 Inlet pipe slcpe P per fret min. (2%) . 15. Inlet pipe cast irra, 4'hn n. 16. Qitlet pipe a1cpe 1/8" per foot mdn. (1 %). 17. Caulked joints for sanitaxy tom. I I*= a pi-,ame) a a-.* -.4 9 04F.."I 1 1. NP* inert min. 2" abmx-- cutlet invert. 2. All cutlets at sane elevation. 3. Cutlets 1" to 5" above tank bolt -m 4. Mininun 12" bedding clean sand cur pea gravel.. 5. Inlet haff ip- 6. Mmimm 12" oar. 7. Feuwable_ over fcr aaass. 8. Ssled pipe pints (asLJ�altic cr equal). 9. Slcpe cutlets at 1/8 Wft. (1 %) 10. 1-ast pmtecbcxu. GiYC19Y (91NO H18+see ffm .11�,� •y1H. 1 1. Slcpe V16 in. /ft. to 1/32 in. (0.5% to 0.25%) 2. 3/4" to 11" cntdhs3 stcrs cr gravel. aggregate. 3. 4" minfin n lateral dd.areter. 4. 2" minimm ate cv=x latmat. 5. 6" mini= agTagbe u-:der lateral. 6. Lbtreatad ki i1ding paper cr 2" of straw mer aggregate- 7. 6" mini 12" rrmdmin earth badkfill. 8. C1ve fm to auc w far Atlir g, 4" 411. 9. 2'minirnm fran tremh bottom to water- 5ft.gt?de 10. 5'rrdn.fmn t rexh bottan to krpervi c s 7 ft. grade. 11. Txaxiz �irrg:min.6'O.C. (24 "tom) . 12. Lt)o n t lateral ends mist be plixggEd. 13. Fitt - 2:1 slr_pes min. 10' beyond txemh. dgth:3f'max.axer rock + ;21nax.aer water T hlP fir. d. WELL ESAM 1. Ztp aE casing 18" abate gramd. 2. T:p cf casing 2' above I.PE cr watert4t. 3. kiinimxn 20' . casing. cf steel cr ,,, x irm. 4. 10' muiuiiin grtut 1*6 iii k. ' 5. Oitlet 4' bplaa O.G. min. 6. Sxdtaxy seats 7. Grcxrxl graded aray from well. 1. Over-6 I I to allcw bx settling: 4"-6" mtuml soil . -: Utreatea bailding paper. 4. P to 11" clean gravel cr stcne. 5. Min. 4" pEdcrated pipe. •- trexh. 8. D%th .3oq • Sqmmticn ,. tin area -•:• •- MY • :t' !:1 'S 1 • - • . • - ..• .. - .- • . - 10511 0-. o _..CONSTRUCTION NOT_ FS r... SUBSURFACE SEWAGE DISPOSAL SYSTEMS & WETS; VMTEE�' SUPPLIES SERVING SINGLE FAMILY RESIDENCES Basic Required Notes 1. All trees within 10 feet of the proposed SSDS shall be removed. 2. SSDS to be inspected by the design engineer /architect and the Putnam County Health Department after construction and prior to backfill. 3. No trucks, machinery, building materials, nor excavated. earth shall be allowed in the sewage disposal area. Construction of SSDS to be in accordance with these plans, any revisions thereto, and the rules and regulations of the permit issuing governmental agency. 4. Minimum well yield of 5 gpm is required. Yields less than 5 gpn will be immediately reported to the Putnam County Department of Health. Notes Required When Fill Proposed 1. Fill must be allowed to stabilize for 60 to 90 days following placement and be inspected by the Putnam County Department of Health for acceptance, prior to installation of the sewage system. Date of placement must be reported to Putnam County Department of Health. 2. Run of bank fill shall be suitable for sewage absorption, be free of fines- or other unsuitable material and shall have an in -place percolation rate at least equal to that in the natural soil after the required stabilization period. The engineer /architect shall perform a final - percolation -test i n. - the fill after ..stablilization. 3. Impervious fill, clay barrier, shall be a dense clayey soil with little or no sewage absorption capacity. TRANSMITTAL #2_____ .Putnam County ... Health Dept ...__ _... n .. _ ..... .. _ pate • April 2 2 , 19 County Office Building Job # Two County Center Carmel, NY 10512. Attn: Mike Budzinski Horizon Construction Fill e'r Subject: The following items are herewith transmitted: Se arate Cover Delivered �/ .Attached P For: LDr Approval- L/ Use % /' Review and Comment Record LD As requested Remarks:_- Sent on. 4/16/86: Construction Permit, Letter of Other horization, Design Data Sheet, Septic System Design Drawings, - and SSDS Plan and Profile cc: Mr. Ed Heelan Signed: File, 0 J."Robeft Folchetti & Associates relephone # (914) 279< -3346 P. O. Box 374 279 -3155 Brewster, NY 10509 -0297 x <: Putnam County Department of Health Division of Environmental Sanitation CORPORA"TE+JIER °'APFLICATI�IN FOR PERMIT APPLICATION SUBMITTED TO PUTNAM COUNTY HEALTH DEPARTMENT TO: Commissioner of Health - In the matter of application for Burdick Glen = LDS,s„1,.5,_7 ancl$_________._____ I, __ Ed Heelan _____________ ___ ___, represent that I am an officer or employee of the corporation and am authorized to act for Horizon Co_nst_ru_ct_ion_ _ -- — — — — — — — (n /'o) aTe o �c,o /rporat ------ - - - - -- having offices at _ _e _E A� Whose officers are President _ __,0G�h?ft 'C Name a d Tddress) Vice - President ._ 1�� G%� _ �— — — Name and Address— Secretary _ (N ame and Address) Treasurer f -------------------------------- (Name and Address) and that I am and will be individually responsible for any or a ac of the corporation with respect to the approval requested nd s sequent acts relating thereto. Sworn to before me this b day Signed of =_19_j(DTitle No ry Public RICHARD I. GOLDSAND wtary Public, State of New York Ala. 6573920 Qualified in Putnam Cty. No. Term Expires c11�36. 19 61,4- 3 Corporate Seal ' •:..(:tri:.a:::Fe'•�. •.r_ .., ; _•. . . <, r•., v:.,: �r. av:; tX7.''$:. Sr. i7 uK :luil�,..= 2r..�r4+.'�(i?:��::ti z'�.ti< ./. +•`.h"i.'L.,i✓..Ji . n:«L' V;.r.. ,.••9:!!6••;.i= .•:fn_ ti.i;. e�1_ a: 1. HNa': x�..w 4, v�rt :n:..- •r..inrs.%:ia.e.r:,:a. �:a A -_.� -. ..... . -..,. vuY::L^e.w 1'x..a.3.. .. ..... . -r. � Y DAVID D. BRUEN County Executive DEPARTMENT OF HEALTH Division Of Environmental Health Services April 24, 1986 JOHN SIMMONS. M.D. Deputy Commissioner J. Robert Folchetti, P.E. & Associates P.O. Box 297 Brewster, New York 10509 Re: Proposed SSDS's Burdick Glen (T) Patterson Dear Mr. Folchetti: Review of plans and other supporting materials received relative to the above - captioned projects have been completed with comments offered as follows: ots #7 5,1 1. A corporate resolut,ion.must be filed authorizing.the ,._.._aP_..p,l i c a n t. to act _o n. be h.a l_f ..o_f.. t_he -_c- d_r- p.o:r_ a t i o.n- -, Two sets of house plans are not provided 3 The number of bedrooms proposed does not appear on the plans A key to the deep hole /percolation hole designations is not provided. 5. Fill section must slope from top to toe 1:2. Horizontal distance between top and toe for a 4 foot fill section is 8 feet, five foot, 10 feet, etc. Lot #8 \ 1. The extent of the fill top to toe is not shown on the plan drawing. 2. A 1250 gallon septic tank should be provided J. Robert Folchetti, P.E. & Associates April 24, 1986 3. See comments 1,4 and 5 above Upon receipt of submissions revised to reflect the above comments, these projects will be - considered further for approval. V 4 t r , John Kare11, Jr., P.E. D rector, _ JK:pt Environmental Health Services c c : J K File John M. Simmons DIVISION OF ENVIRONMENTAL HEALTH SERVICES PT ',—TV_7T__V0 �r 's ... ... urig. -KouE ine ADDRESS 0 rig. Complain 7� Orig. Request No. Street Municipality (,T)(V)(C) Compliance c. Complaint Comp MAILING ADDRESS. Final P.O. Box Post Office Zip Code Group Illness Construction TELEPHONE Reinspection PERSON IN CHARGE Field, Sampling Only OR - INTERVIEWED '-Field Conference Name and Title DATE C2 'elf -TYPE FACILITY J -Other TIME ARRIVED TIME LEFT Explain FINDINGS - INSPECTOR: r-) L-4 '7_2 -'Signatu,#e and Title PERSON IN CHARGE OR INTERVIEWED: I acknowledge receipt of a copy of this SIGNATURE: Field Activitv Report .................. TELEPHONE: PUTNAM COUNTY DEPARTMENT OF HEALTH - DIVISION OF ENVIRONMENTAL HEALTH SERVICES INDIVIDUAL WATER SUPPLY SUBSURFACE SEWAGE DISPOSAL SYS - 77FIELD INSPECTION REPORT / o - / G!r DATE: Gy INSP. BY: (Name of Owner) I j �(��eet Loca ion ) INITIAL SITE INSPECTION J / a � YES NO COMMENTS Wetlands on /or proximate to property .............. Property lines or corners found ................... Canestimate house location ........................ Willdriveway 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 ............................ AccPSS tn.nronosed well location for drillinc7..... D. H. 1 Lot D. H. 2 Lot Depth to G.W. Depth to G.W. Depth to rock Depth to rock Soil 0 ft. 3 ft. 6 ft. 9 ft. 12 ft.1 Soil uescri tic 0 ft. 3 ft. 6 ft. 9 ft. 12 ft. L.n. - uet:!P nulc 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 Description ' DATE: " `� / / � YES I NO I COMMENTS FINAL SITE INSPECTION INSP.BY: 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 unnecessarlygraded............................. 10 ft. maintained fran 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. fran 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....... FTNAT.CMAnTx OF SITE ACCEPTABLE:_ ................ . G X,2 3/ PEMBROKE A tmurthem Homes Traditional 7 Shake shingle and brick aive this al- ready handsome spl:1 level the charm of e 4 /i a country house. Which it could well O \� be. A whole different. more colonial Q awnlG look is captured jf brick and clapboard amt BEDROOM sn, ` toxto 13x13 are used. Either-way the Pembroke isan 13x16 axe unusually well d4signed split level. The floor plan offers all the advan- a. ON a tages of a two story— privacy and a place for the children to play that can be closed off— but a little more econom- y a c ical ly and. needless to say. with fewer stairs to climb. In the main wing is the CL CL I a LMNGROOM 37 living room with fireplace, formal dining 21 x 13 room and kitchen. the latter with a door a to the backvard. In the upper level of EMRY the opposite wing are three bedrooms with two full baths. Off the hallway in this area is a walk -in closet that could BE PORCH one day be made into a cedar closet. pDROOM 1eEDROOM Note also that two of the bedrooms each t have two closets. In the lower level of this wing is a two car garage and a family room with its own powder room <' Sliding glass doors lead from the family room to the backyard. P JTNAK COUNTY DEPARTMENT OF HEALTH FAMILY ROOM . -`; HOUSI PLANS APPROVED FOR 16x13: - On BEDR OWCOUNT ONLY; " . ED, FULL CELLAR." ONS . Ltatl re Title (/�✓2�Y�T Data GARAGE T 20x21 LOWER LEVEL - # . ,� n N1tlk aebb PtbtP9mPneMan mplserel zmmammmeb. cenain _ 1 eeU1L1BMallm mlleq Nl ol:sOna: tatted tlm PlPPb lw I . xfinntMnrnae was b uLL farexatt GBmiU.IlmrP:ens. sPecdlu• availeb wy mawMYnwnatlncnbltl.Pka�s _ Approximate square footage of living space — 1906 ': �0 A "'"OGB� "' -. , .. .. -..:. •.. .•. .. "_' : 0Copn9m 1975 t- bNtemH t- -di tty Lowe, rf �� OF HEALTH .DEPARTMENT' ... ' .►�`''c.,.� r t '" "" �" u L HEALTH SERVICES !r.1- rg>� y� ,� S 0� OF +EN�RONiMENTA • Yh y�t,�i `I ` r A t-t , +.�q„)., �w .5� 5 f y ;+ �, F ""9:1 r r 7.,. .N • .{. • �� 9 >.��� r ��y +� 1 �, ;ratP"0''LINTY OFFICE BtTILDING, OARMEL, � 'Mi.70 tt t .. ri th•� th 1 ,r. r iILF, NO•• ;� *t�EgIJ Dp,TpHEE'T SEPARATE SEWAGE DISPOSAL SYSTEM Address .44 rr Sec. B16ck # ;,� �,�,1k,,LocatedF at (Street n ca a 17,eares ,cross. sE ree - 'Y c3�p13ty Watershed s `' 4` SOTI► ' PERCOLATION TEST ~' DATA; RE UIRED TO, BE MggTTED W ITH. APPLICATIONS PERCOLATION PERCOLATTON Number CLOCK TIME: apse p o a. er . •' a er:. ve Time From Grc�und'Surface in Inches Soil Rate ,to• Sto Drop in. Mini. /in drop.. tart p Inches Inches Inches. ' o OI V i 1 •� ft( 'Y. Mtv {K �rr1 2 t• Y , 1�• .n., 9� ^�atv,i1�14� >� u Y 1 3/4/ ' 1 j' y 's 4i�iL�kU�•'t`�4ft('1}r�y2 .'��1� / ��!(���4: \•i►��:Nt1�v.� ) � �� r'` ..t r ti. �•' ce t r, y�:• .1'b�5'1 :1'1�,�� fat 1��� '� �1, •t w I •;, i�' 3• 3la Notts to. be :..repeated at same depth until apppproximatelyy equal soil rates,: ArO :!!:obtained at. each 'percolation test hole. All data to be submittec for revew: 2 Depth measurement s.: to :be 'made from top of hole. PUTNAM'COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVTRONMENTAL HEALTH SERVICES. COUNTY' OFFICE 'BUILDING; CARMEL; N. Y. 10512 DESIGN DATA SHEET - SEPARATE SEWAGE DISPOSAL SYSTEM FILE NO. Owner Address Located "at (Street Sec.. Block t .6dicate nearest cross.s ree Municipality Watershed SOIL PERCOLATION 'TEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS Number CLOCK TIME PERCOLATION PERCOLATION" apse Depth to WaEer water Level No Time From'Ground Surface in Inches Soil Rate Start -Stop Min. Start Stop Drop in Min. /in drop Inches Inches Inches 2- :)V: (au -,S uQ 191 P, : ,)L4 1_mil •5 1 2. _ 4 1 2 3 • .4 Notes: 1) Tests 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. � � fur � � Y sy�5'f tvt•7 y� yli.. ('r I ,} ��i�i'/,..� 'r Lt r'j�r vat"', t I�ATA, REQUIRI) TO ,BE; SUBMITTED WITH :APPLICATION y�a� , t r h , °DESCRItFTION OF' 'SOJiJ�`1 rETJCOUNTERED IN TEST.. HOLES OIE 1V0: IV e61Fti ,' � T ✓+ � !r izr f ,ry ��'C d r r •' �. n 'd1/�• �'-1: T� `�� �' W 1 • ;�� � N V 0—AL '�,�� " "�2�I`•t'! ' ' .�.3.,� _--- v°p�A vin �` ,�u � � �.��� 1,T t t + 45 t uw.�ar�e t +1 r r '311 , ,•� r �i �n {, .. (p f Al : i� . �.1� - � �.a r Ca ►(��,.b"1� 'C s .. ' 4i ° , c �1 r'�a�f� s '✓6 +5J�J Vb :l• 5 �\1�� 1 i.l t � q � 4�r,'V i' �,��� /.� V M • 'rW I'. 1 L _ L)'`.a ?2u INDICATE'LEVEL AT WHICH GROUND WATER <.IS..ENCOUNTERID IIVDIQi4TE: I�EVFrL ;TO WliTCH WATER LEU'EL RISES AFTER BEING ENICaOTJNTEREI)�, - -- TESTS': - MADE'.: BY°::. _ M ^ �+ S . D. Usable Area Provided _c P y~ soil :Rate Use n/1 Dro ►ulasls")o Type No: of Bedrooms '. ` Septic'..Tank.Capacity /.dam' Gals': width t _ Absorption Area. ov ded ByTfL +F�X2�Fn ---- -- Ot �. PIZ � 7 S • gna Ur ame L • 'Address r • Chi, . -1 . P Q ST PIT DATA REQUIRED TO BE SUBMITTL'D WITH APPLICATION EV i Ip J ;�JTT DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES DLPTH HOLE NO.. — HOLE NO. HOLE NO. G e L o. S j- h- ..:::r•.iu 12'! "iii -vt 3011 36" 48". 54'" D L\* ,rte. 66 ". no . C, A�S ' 72" .Tai Nq +rti2.�? 8 4 It INDICATE 'LEVEL. AT WHICH GROUND WATER IS ENCOUNTERED INDICATE'LE'VEL TO'WHICH WATER LEVEL RISES AFTER BEING ENCOUNTERED TESTS' 'MADE "lay C_ Late DESIGN Soil. Rate Used i "I-! '1�iQ n�'1- 'rbrop i _ - S:iT:°ea - Providet�- nib- ! No. of Bedrooms 3 Septic Tank Capacity 1000 Gals. effbi Absorption Area Pro de By 3'! S' L. F. x2�+" _ tt� ' ft, avau� Address THIS SPACE FOR USE BY HEALTH DEPARTMENT ONLY: � Soil Rate Approved Sq. Ft /Cal. Checked by_, to RW3 86 PUTNAM COUNTY_ DEPARTMENT OF HEALTH t Division of Environmental Health Services, Carmel, N.Y. 10512 i Engineer Mutt Provide 3 I P.C.H.D. Permit q� P. _ Located atAu lei- . 1 a l e- Ifoa .d- tlQ l.Zon Z2nN AK. Owner /applicant Nerve Q ,. / �/ —Formerly Malllng Address Gt to '11-A, i 1 ✓ / Zip _IDS © 9 Town or Village T- Map 73 _ Block Lot �" rd C.K Subdivision Name 6_Sabdv. Lot it Date Permit Issued % Z_ Separate Sewerage System built by Consisting of ! O Cg e') Gallon Septic Tank and 3 D L 1" �"' c, h Water Supply: Public Supply From- Address or: ✓ Private: Supply Drilled by � )11 Ord I I'll a Address �� �) a rh � t/ t' . S r t,uS tt-e & Building 1�rpe P S /4 P Cli?.r Has Erosion Control Been Completed? - Number of Bedrooms ? Has Garbage Grinder Been Installed? 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�rdance the filed plan, and the permit issued by the Putnam Cou�n%ty Department Of Health. Date 1 Certified b /,/ ,jam _ /� 7 P.E. R. A. Address r ,5 h e U 1 kn D" kcenss No S 6-7 T 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 soon as a pub % unitary levier becomes available snd 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 Commissioner of"Nealth, sue` -re�n, modification or change is necessary. ,,. PE k '11i V ELLIS A. TARLTON LABORATORY DIVISION OF ELLIS A. TARLTON, ENGINEERS, INC. CHEMICAL ri' WATER - WASTEWATER PHMIC;, 34 PLEASANT STREET DANBURY, CONN. 06813 -2328 METHODOLOGY BIOLOGY ^AL P.O. BOX 2'328 203 - 748 -7903 APHA - EPA - AST.M -w - REPORT OF BACTERIOLOGICAL AND CHEMICAL EXAMINATION OF WATER NAME AND ADDRESS OF Mill Drilling, Inc.' PERSON TO RECEIVE Putnam Ave REPORT �Brp-wstp-r, N Y 10509 DATA J SOURCE OF SAMPLE Water Supply, Horizon Const. Bullet Hole Road Patterson, N.Y. DATE OF COLLECTION `Tune 13,:1986 COLLECTED BY Mill Drilling Hydrogen Ion Concentration COLOR TURBIDITY ODOR CORROSION INDEX LANGELIER DISSOLVED SOLIDS (PH) RY2NAR. NTU I I li Alkalinity.as CaCO3 Bicarbonate Fluoride (F) Nitrite Mg /L Mg /L Mg /I NITROGEN Alkalinity as CaCO3 Carbonate Chlorine Residual CONSTITUENTS AS NITROGEN (N) Nitrate Mg /L Mg Mg /1 Ammonia Mg /L Total Hardness as CaCO3 Mg /L Conductivity Micromohos/cn Mg /L Iron as Fe Mg /L Mg /I Chlorides as CL Mg /L Manganese as Mn Mg /L Mg /I Detergent as MBAS Mg /L Sulfate as $04 Mg /L Mg /I The arithmetic mean of all standard samples examined per month using the membrane filter (echnique shall not exceed one* oolong per lCi6ml. 'Coliform colonies per standard sample shall ,not_ exceed- 3/.5 9a11.-, 4/100m1._11200ml.- or_..13L500m1 in: (a) Two consecutive samples; (b) More than one standard sample when less than 20 are examined per month; or (c) More than live per cent of the samples when 20 or more are examined per. month. AT THE TIME THE SAMPLE WAS SUBMITTEB: 1. The results of the analysis of this sample were satisfactory and met requirements for a potable water. MEMBRANE FILTER TEST Collform Colonies /100ML Li2. The results of the analysis of this sample were satisfactory for a potable water but certair, of the chemical or physical constituents were high. These are as follows: 3. This sample was not satisfactory since it did not meet the bacterial requirements for potable water. The presence of organisms of the coliform group Ina sample of potable water is undersirable and, while not necessarily indicating the presence of any disease - producing organisms, does indicate that such contamination might survive to the same extent. The presence of organisms of the coliform group may also Indicate that the treatment was not adequate at the time the sample was collected. I� 4. This sample was unsatisfactory as a potable water because certain chemical or physical constituents were above acceptable limits. These are as follows: COMMENTS Certified........ .......... ............... . .................. ................... , . A-1 :,.; , COUNTY D FICC DUILDING • CAnIAEL. N 'This re,;orl 4 to be'eompleted by well driller and submitted to County •Health Department together with laboratory' rep tnsly:i :01 water sample indicating water I: of s:lti :factory bacterial ouSllty be(ore eertlfic:►te of eon:trut lion Compliance is i " itCPORT MUST (JE SUMAITTED WITHIN 30 .DAYS OF WELL CO- MPLETIO.J pw►ttR kAAAI Horizon Construction I Route 6, Brewster, NY IOCATtDK Burdick MD. i SlHeff OWN (lal LNmo. Woods Bullet:.Hole Road, Patterson 7 of WILL DOJAESTIC ❑ ` ❑ IfARAC ❑ TtST WELL ttIOPQSLD LSTAtt SHMENT' . of, VSw ❑ SUPPLY ❑ INDUSTrIm. ❑ CONDMONING �Swu r1 . Dl1LIlKG COMPRESSED CAW ❑ OTHER ❑ I OUIPME111 " 'ROTARY J J AIR PERCUSSION ..PERCUSSION ISo.a:lr)• DM LS 1/wG1n (peel/ I iaAMLILtIrnCne3J .vcraeril rLl IOOT ( 19 ( ® ❑ vu�vt %KO :•cam; X ❑ I LJ l_..1 5 0 6 THREAD.£D WELDED TES NO T£S l YIELD ❑ mc?ULS ❑PUMPED G.T.M. TILLD (G.✓.AQ 20 TEST tAl1ED COMlRESSED AIR 6 20 WA.ILI MLA.SUt3 ILW.t LAND SUt1ACE— STA1IC(.'.oeC11p, :I DURING TILLD TLST heel) Deplh of Co- pieced well 3G5 UVE[ . 20 300 in (eel below lond ssrrio:e: 14GIM O►LN TU /.G SCREEN DrIMLS SIGs 5:.; + DIA*tETLt (pncnes/ (IF GRAVE[ I D:on+eler of well inclvd;ng GLAYLL SIZE (pncncs! Ie0M Ipeer/ TO U• I PACKED: provel pock (pn:I:es): :•!►1K ItGK t�r•Y37s1�.l1 rER ti TI[T FOCI.tl.TION D�SC21Tt10N 0 29ISilt, &cc& & -Vy w /boulders 29* EU rracturea bedrmck ' 40 .36511fard grey granite T�.. • If yield was trsird of ahie.enl d.Cpes dur:r.a drill:nq, Tai beTe.O rEEt GALLONS fEt MINUTE 300 2 -1/4' 340 •4 365 20 1E wttt f k "Ifttlto i Dr%TE: OP RVIOn7 itvCLL' 10 1 i, n Tel Slelcn •rser locarpon or -ell .ern 013unees. to At Irssl rwo pNn-enenr I.nim.ras. e� L) U' k j;? 00, MILL DRILLING, INr' APPENDIX C FINAL SITE INSPECTION Date 2, Inspected by 4 .ATI ON OWNER 0 IM # OR SUBDIVISION LOT # # In ,:L, YF-c Nd Commas AWAGE-DISPOSAL'AREA a. SDS area located as per approved plans b. Fill section Date of pla anent 2:1 barrier A LGTH AVG.DPTH 4' c. Natural soil not stripped d. Stone, brush, etc., greater than 151 frcm SDS area. e. 100 ft. fran water course/wetlands. SEWAGE DISPOSAL a. Septic tank size - 1F250 61 ioe b. tic tank 1 c. 101 minimum fran foundation d. No 90' bends, cleanout, within 10 ft. of 450 bend e. DISTRIBUTION BOX 1. All outlets at same elevation - water tested 2. Protected below frost 3. Minimum 2 ft. ori!ainal soil between box and trenches f. JUNCTION BOX --properly set 9- TRENCHES 1. Length r ired - Len gj,� installed-laq �6JQ 2. Distance to watercourse measured- --jb ft. 3. Installed according to plan 4. Distance center to center , 0— 5. Slope of trench acceptable 1/16 - 1/32 "/foot. ! 6. 10 feet from property line - 20 feet - foundations 7. Depth of trench < 30 inches from surface 8. Roan allowed for expansion,- 50% 9. Size of 51ravel 3/4 - 11" diameter 10. Depth of gravel in trench 12" minimum 5: D-- ll.' Pipe ends capped 7. PUMP OR DOSE SYSTEMS 1. 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 Health Department estimated flow per cycle iOUSE i. House located per approved plans. ). Number of bedrooms TELL, Well located as per approved plans Distance f rcm SDS, area measured 4 60 ft Casing 18'; above grade. Surface drainagearound well acceptable. VERALL WORMASHIP Boxes properly gr—oute-d All pipes partially backfilled All 2ipes flush with inside of box Backfill material contains stones < 411 in diameter Curtain drain installed according to plan Curtain drain outfall protected & dir.to exist. watercourse Footing drains discharge away from SDS area Surface water 2rotection adequate Errosion controi_provided on slopes greater than 15%. In ,:L, E PETER C. ALEXANDERSON County Executive DEPARTMENT OF HEALTH Division Of Environmental Health Services February 6, 1987 6,xel Mr. John Heelan Root Avenue Brewster, New York 10509' Re: Horizon Construction Lot 7 Bullet Hole Road (T) Patterson Dear Mr. Heelan: A final inspection of the sewage disposal system on the above captioned lot was made on January 4, 1987. The system -was found to be unsatisfactory for the following reasons. 1. A stream is located 70 feet north of the sewage disposal.:. -- area. The required minimum separation is 100 feet.,,,.- 2. The system":14cks`50% expansion. 1 3. The 2:1 grade for the fill section has'not been installed. 4. Trenches are greater than 2 1/2 in depth. 5. Gravel used is less than 3/4" in size 3/4 " -1 1/2" is.the acceptable range. 6. Junction boxes were not installed level. 7. Cast iron needs clean out on a 45° bend. 8. Minimum 10 feet peripheral soil from end of trench to 2:1 grade was lacking. 9. Overall workmanhip was poor. 10. 15" CMP is not installed according to subdivision. JOHN SIMMONS, M.D. Deputy Commissioner Corrections should be made as.soon as possible. A reinspection of the system by this Department will.be required. Please contact us should you have any questions concerning this matter. Very truly yours, William Hedges Public Health Sanitarian 'WH /JP cc: Peter Travino, Eng. 110 OLD ROUTE SIX CENTER - CARMEL', N.Y. 10512 (914) 225 -3641 PL TNAM COUN 'Y DEPARTMENT OF HEALTH DIVISION OF ENVIRO►k24E TrAL HEALTH SERVICES Owner or Purchaser of Building �. Section Block Lot Building Constructed by Location - Stree Subdivision blame Municipality Subdivision Lot # Building Type GUARANTEE 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 Signature / , L, ZlXu " L-Z. Title �Een Kit Contractor () - Signature Corporation Name (if Corp.) ess rev. 9/85 mk Corporation Name (if Corp.) Address Building, Type Re e S, G(a ►'t C.-e Lot Area �• 3 Q G — FM Section Only Depth ',.'.Volume, 'Number of Bedrooms 3 '' Design Flow G /P /D 6 `� PCHD Notification Is Regnireci W_bea Fill Is completed Separate Sewerage System to consist of 1 0 Gabon Septic Tank an rC ✓ r `D�cS I +. -fit a a no v P d r! RI f To be constructed, by %1 t7 r"l120M Address 7T Water Supply:_ Public, Supply From Address ' or: Private Supply Drilled by ' Address Other Requirements I represent that I am wholly and completely responsible for the design and location of the proposed system(s); 1) that the separate sewage disposal system above described will be constructed'as shown on the approved amendment there to and in accordance with the standards; rules and regulations of e Putnam County .Department of :Health, and that, on completion thereof a . Certificate of Construction Com " Y pliance satisfactory to the Commissioner of Healthwill 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 disposal system :during the.period of two (2) years immediately following thedate 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 be located as shown on the approved plan.and that said Well`will'be inst ed in octet ante wit a 'standards, rules and regulate ns of. the Putnam County Department of Health: - � : Date Sign P.E. a R.A. / d - Address n t icense. No �3 .6 %g APPROVED FOR CONSTRUCTION: -This approval expires one yearfrorn the date' issued unless construction of the building has been undeitaken 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 requires a new permit. Approved for disposal of domestic sanitary sewage, and /or a su ly 0 - Date Title'i7 /G • •' • � •• •' 1� Y• 'I �' Mme. DESIGN DATA SHEET- SUBSUFACE SEWAGE DISPOSAL SYSTEM FILE NO. Owner a �-i o ri zo n n _ ... 30at A �� r B ' co hstr a c 1'►o Andress . c Ste r , Located at . (Street) Bu J /e f Mole Aba d Sec. Block Lot (indicate,nearest cross street) Municipality R, f' fC r5 D e) t A.1 Watershed e'ry YLO y SOIL PERCOLATION TEST DATA RDQUIPM TO BE SUBMITTED WITH APPLICATIONS Date of Pre- Soaking /2 $ 6 Date of Percolation Test / 2 y j i HOLE ll�l4.° NUCER CLOCK TIME PERCOLATION PERCOLATION Run Elapse Depth to Water Fran Water Level No. Time . Ground Surface In Inches Soil Rate Start -Stop Min. Start Stop Drop In Min /In Drop Inches Inches Inches /tip" 1 I /:p5 - //.•�v zS Z� 3/ L 3 �� 7' I 2_1/:30 - 12 ya ' 50 2g 3 2 7• Jr 3)Z:vo -l2 :90 40 Z 32 iA, y /2. �•$ 4 5 1 ll�l4.° 1 / : Aft 3d zl z3 %y 3 l2 114 JZ,'14 3 o zt z3 4 .5 1 2 4 IVATA 03M t, I -4 - fe8w YU31movm " "Ours NOTES: 1. Tests to be repeated at same depth until epprcocimately equal soil rates are obtained at each - percolation test hole. All data to'be submttbd for review. 2. Depth measurements to be made from top of hole. rev. 9/85 TEST PIT DATA REQUIRED TO BE SUBMITTED WITH APPLICATION DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES DEPTH HOLE NO. HOLE NO. Al HOLE NO. G.L. 1' Ere i Pow% So Gres 1.8w,% 3'. 4' 50 6' 7' 8' 9' 10' 11° 12° 13' 14' INDICATE LEVEL AT WHICH GROUNDWATER IS ENOOUNTMED. 'X-49-,a Q* INDICATE LEVEL TO WHICH.. DATER LEVEL RISES AFTER BEING ENCOUNTERED. DEEP HOLE OBSERVATIONS MADE BY: ® DATE: DESIGN Soil Rate Used 20 Min /1" Drop: S.D. Usable Area Provided Z .S 7 _Ajs/r✓ No. of Bedrooms Septic Tank Capacity I 0 ® gals. Type C®sae, Absorption Area Provided By L.F. x 24" width trench Other FI Y I O ✓ f y i'04 -S 116A &4 ! le d Address EM CONNEC70A QW7 . SEAL THIS SPACE FOR USE BY HEALTH DEPARTMENT ONLY: Soil Rate Approved sq.ft /gal. Checked by Date PETER C. ALEXANDERSON County Executive DEPARTMENT OF HEALTH Division Of Environmental Health Services February 6, 1987 JOHN SIMMONS, M.D. Deputy Commissioner Mr. John Heelan Root Avenue Brewster, New York 10509 Re: Horizon Construction Lot 7 Bullet Hole Road (T) Patterson f Dear Mr. Heelan: A final inspection of the sewage disposal system on the above captioned lot was made on January 4, 1987. The system was found to be unsatisfactory for the following reasons. li A stream is located 70 .feet north of the sewage disposal area. The required minimum separation is 100 feet. 2. The system lacks'50% expansion, 3.. The 2:1 grade for the fill section has not been installed. 4. Trenches are greater than 2 1/2 .in depth.- _ 5. Gravel used is less than.3 /4 ".d_n size•'3 /4 " -1 1/21' is the acceptable range. 6. Junction boxes were not installed level. 7. Cast iron needs clean out on a 45° bend. :8.- Minimum'10 feet peripheral soil from end of trench to 2:1 grade was lacking. 9. Overall workmanhip was poor. 10.1 15" CMP is not installed according to subdivision. Corrections should be made as.soon as possible. A reinspection of the system by this Department will be required. Please contact us should you have any questions concerning this matter. W c%, /,'.. Very truly yat rs, William Hedges Public Health Sanitarian WH /JP cc: Peter Travino, Eng. 110 OLD. ROUTE SIX CENTER - CARMEL, N.Y. 10512 (914) 225 -3641 Q s't � PETER C. ALEXANDERSON County Executive DEPARTMENT OF HEALTH Division Of Environmental Health Services February 6, 1987 Mr. John Heelan Root Avenue Brewster, New York 10509 Re: Horizon Construction Lot 7 Bullet Hole Road (:T) Patterson m. Dear Mr. Heelan: A final inspection of the sewage disposal system on the above captioned lot was made on January 4, 1987. The system was found to be unsatisfactory for the following reasons. 1. A stream is located 70 feet north of the sewage disposal area. The required minimum separation is 100 feet. r2. The system lacks 50o expansion. 3. The 2:1 grade for the fill section has not been installed. 4. Trenches are greater than 2 1/2 in depth_- . 5. Gravel used is less than 3/4" in size 3/4 " -1 1/2" is the acceptable range. 6. Junction boxes were not installed level. 7. Cast iron needs clean out on a 450 bend. 8. Minimum 10 feet peripheral soil from end of trench to 2:1 grade was lacking. 9. Overall workmanhip was poor. 10. 15" CMP is not installed according to subdivision. JOHN SIMMONS, M.D. Deputy Commissioner Corrections should be made as soon as possible. A reinspection of the system by this Department will be required. Please contact us should you have any questions concerning this matter. Very truly yours, William 99ges Public Health Sanitarian WH /JP cc: Peter Travino, Eng. 110 OLD. ROUTE SIX CENTER - CARMEL, N.Y. 10512 (914) 225 -3641 n N Peter J..Tavino, Jr., P.E. Civil Engineer 77 Millstone Road Wilton, Connecticut 06897 (203) 762 -5094 February 10,1987 Mr. William Hedges Public Health Sanitarian Putnam County Health Dept. 110 Old Route Six Center Carmel, NY 10512 re: Horizon Construction Lot 7 Bullet Hole Road (Burdick Glen) Town of Patterson Dear Mr. Hedges: Thank you for discussing this project with Mr. John. Heelan on Friday, and with me yesterday. I have proposed the attached improvements featuring the addition of tri- gallies and the preservation of some of the trenches (while removing the unacceptable trenches.) No pumping is required because the trigallies occupy less space. They can fit between the existing trenches and the house. This solution meets a11'Health Dept criteria and ' eliminates the long term pumping cost. Thank you for your'extra attention to this system. cc. J. Heelan Very truly yours, Peter J. Tavino Jr. PE f ' TA P E MGASURt S TAk)c —e . -G Z3r A -N 8q B -C 35 95 P. $� -C- tin q z 40 - -R 90 - G R 90 -S 95 -H 4Y _ s 9Z - � --T 7g -I 4-7 7 9.,y r 60 �, S -`A 97 -�- So -� 90 - K 69 'V ioo - K 53 - � 92- IL 7q -j 20` 21 -7ig- 3o--S� P.ROP. O , , . 1 . k ti 40 1 lb ` A i Z r jll �► u , u,,,. ♦ -x,12 � / r,�2 ��F•, , � 1 •, , � .`l� :_� /��s� ,� �� �. .+fi �'t 0. .0 010 ' • , �, .�� a $ ... • / / O 4 �$ mot, r / i do T� / NON , / L� 0,2 '. r used culvert or swn�a as required OYp'c 6 / c� �oP' r r . Pop • �]a' •/ ' • '' ifc�� �� — FARCEI. C "358 6. k � l� t • I ,t ��. yet /,/ • , i tsR"eti iy} iy�r rt �d UAL r4 Y,1 1 $� Ld Nofe QriC,inal SL46c1iviSioh allowe -d on�7 � S � Sefbac,k +o Cbroo) <. 70� OT Re- yradG /77-77 •a 51 itbo (I CA ke_ S 8Dnes 4 ' a03 nib 2fl j a „ �, • C S Z S �e S'on e� T2 c4l Lum �Abot)do4 (remove- 7`renc h eS a, z bQ `t tJ to l ! 7 e p� ,SCI j !z � vve J tJ to l ! 7 e p� ,SCI j /entblroPk o J 7�a ",v 0, ,;0 �;'o A 0A 4,o Av PETER J. TAVINO, JR., P.E. MILLSTONE ROAD T � � E- Al WILTON, CONNECTICUT 0697 SUP\blCK G _._ L E 1\3 Lo r z S?:'7 E... Leaching galleries. (Sea figures _aoa..a4_ :and •15) Leaching galleries shall be hollow strueturas, open at the bottom with perforated or open joint sides and tight covers. The side walls shall have minimum depth of eightaan inches and n maximum depth of four feet, and shall be surrounded by at least twelve inches of one —inch broken stone or one —inch screened gravel to the top of the structure. The width of the structure shall be not less than four feet, and the center - to— center spacing of adjacent galleries shall be not less than six . times the depth of the structure, with a minimum spacing of sixteen feet center —to— center. The length of the gallery shall not exceed seventy —five feet measured from the inlet. The bottom of each leaching gallery shall be level. For the purposes of Standard VIII F, the effective leaching area of the leaching gallery shall consist of the side area of the stone — filled excavation, with a minimum effective area of four square feet per linear foot of gallery, provided the top of the effective area shall be no higher than the outlet invert level of the septic tank or distribution box. Leaching galleries with a depth of over thirty inches shall not be used where the minimum percolation rate is glover than one inch in twenty minutes.. F16vFlE NO. ('i • LEACHING GALLERIES —•= SO 4 8' :4' Lows 8' Loin_.._ C.owe 8 Sq Pr L -T : �'VLF S SQ 'T/LF TY/PICAL TtZENCN •�� �� ''r ��SACT.uA'! / 1.�N5T',�u,RION •'��� / i UtfiltD�TID D6D. al�11�e I� PMil� 1'axoXE„ gnus oK SMESWOO 6\AVEL -25- -- e �_ A NOTE: 1. Concrete 4000 P.S.I. @ 26 Days. 2. Reinforced with No. 3 Rod. 3. H -10 — H -20 loading available. 4. 4" perforated pipe cast in place. 4" Pipe SPECIFICATIONS a.� Product No. j .4 I B C i D E F TG-2796' 96". 1 48" f 27" { 4" 4" 1 11" m & M concr,ete Produc-tce lnco 41 PADANARAM ROAD. DANBURY. CONNECTICUT 06810 (203) 7435559 60AL CONCRETE TG-27S PRODUCTS 7 Id MCC uc ' �:•ii• .. ... .. •�'' is f yj^S + }.•'._...� �..._....� . -_�. .t._. :.. r...._ - -.. �•. _ ._ ...,y \. � .. r .. . - ••'. - -'.. i .•. •.•. _.mot .!...r -? •�- - �. ncret: s, nc. _ '';` ••i ::41 PADANARAM ROAD. DANBLf' * CnNN CTiri rr rxain'r�no� F � PETER C. ALEXANDERSON County Executive DEPARTMENT OF HEALTH Division Of Environmental Health Services February 6, 1987 Mr. John Heelan Root Avenue Brewster, New York 10509 Re: Horizon Construction Lot 7 Bullet Hole Road (T) Patterson Dear Mr. Heelan: A final inspection of the sewage disposal system on the above captioned lot was made on January 4, 1987. The system was found to be unsatisfactory for the following reasons. 1. A stream is located 70 feet north of the sewage disposal area. The required minimum separation is 100 feet. _ 2. The system lacks 50% expansion. 3. The 2:1 grade for the fill section has not been installed. 4. Trenches are greater than 2 1/2 in depth. - -- 5: Gravel used -is -less than 3/4" in size 3/4 " -1 1/2" is the acceptable range. 6. Junction boxes were not installed level. 7. Cast iron needs clean out on a 450 bend. 8. Minimum'10 feet peripheral soil from end of trench to 2:1 grade was lacking. 9. Overall worknanhip was poor. 10. 15" CMP is not installed according to subdivision. JOHNf SIMMONS. M.D. Deputy Commissioner Corrections should be made as soon as possible. A rein spection of,the system by this Department will be required. Please contact us should you have any questions concerning this matter. Very truly yours, William Hedges Public Health Sanitarian WH /JP cc: Peter Travino, Eng. 110 OLD. ROUTE SIX CENTER - CARMEL, N.Y. 10512 (914) 225 -3641 b' 100 ft. to outfall & v 2+� o_ o, Y N -an constructea In accordance with all standard rules and regulations of the Putnam County Dept. of Health and the New York State Dept. of Health. TAPE MEASURED DLSTANCFS FROM HOUSE A –C= 23' A –N= 84' B –C= 35' B –N= 95' A –D= 40' A -0= 83', B –D= 40' B -0= 91' A –E= 42' A –P= 84' B –E= 40 B –P= 91' A_ F= 46' A –Q= 88 B –F= 40' B –Q= 91' A –G= 50' A– R= 90' B –G= 41' B –R= 90' A –H= 56' A –S= 95' B –H= 44' B –S= 92' A– 1= 60' A –T= 98' B –I= 47' B –T= 94' A– J= 65' A –U= 97' B –J= 50' B –U= 90' A –K= 69' A –V =100' B –K= 53' B –V= 92' A_L - 74' B– L-- 58' (No wells within 100') A%umw .6"Unty mew menz to AMLIL. Ptirielon of Environmental Health 8-1069