The URL can be used to link to this page

Home My WebLink About2164DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 30. -2 -60 BOX 19 11 0 40 t T J `+ i �.� � m ai r i , i � ., -,, ,� 02164 ZARECKI & ASS0CIATES, L.L.C. Engineers • Surveyors • Planners 11 West Main Street PAWLING, NEW YORK 12564 (914) 855.3771 Fax (914) 855 -3772 TO mn , *j'" i ' . B.J,W,.o..(-- 1 /V `/ I C) 5 �� WE ARE SENDING YOU ❑ Attached . ❑ Under separate cover via ❑ Shop drawings ❑ Prints. ❑ Plans ❑ Copy of letter ❑ Change order ❑ DATE 1 7100 JOB NO. ATTENTION ' RE: ❑ Samples COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: • For approval • For your use ❑ As requested ❑ For review and comment ❑ FORBIDS DUE REMARKS the following items: ❑ Specifications ❑ Approved as submitted ❑ Resubmit copies for approval ❑ Approved as noted ❑ Submit copies for distribution ❑ Returned for corrections ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO T ,�1 SIGNED: ��,25�►2.1a�� If enclosures are not as noted, kindly notify us at once. BRUCE R. FOLEY Public Health Director January 27, 2000 DEPARTNMNT OF FMALTH 1 Geneva Road Brewster, New York 10509 LORETTA MOLINARI R.N., M.S.N. Associate Public Health Director Director of Patient Services Environmental Health (914) 278 - 6130 . Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 Harry Nichols, PE Laurent Associates Millfown Office Center Route 22 & Milltown Road Brewster, New York 10509 Re: Marton, Pudding Street TM# 30. -2 -60, (T) PutnamValley Dear Mr. Nichols: 061i This office has received and reviewed the most recent set of plans for the above mentioned project received on January 19, 2000. We would like to offer the following comments for your Prior to final approval this office must receive a copy of the Wetlands Permit or Permit Waiver. This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me at ext. 2157 if any questions arise. ABS:cj Very truly yours, Adam B. Stiebeling Assistant Public Health Engineer L-1 BRUCE R. FOLEY Public Health Director January 5, 2000 DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York 10509 LORETTA MOLINARI R.N., M.S.N. Associate Public Health Director Director of Patient Services Environmental Health (914) 278 - 6136 Fax (914)'279 - 7921 Nursing Services (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 A F Harry Nichols, PE Laurent Engineering Millbrook Office Center Route 22 & Milltown Road . Brewster, New York 10509 Re: Martone, Pudding Street TM# 30 -2 -60, (T) Putnam Valley Dear Mr. Nichols: This office has received and reviewed the most recent set of plans for the above mentioned project. We would like to offer the following comments for your consideration. Do mentation Design Data Sheet (Form DD -97) • This office witnessed water in deep test hole A at 4' -6 ". Design Data Sheet to reflect this observation. 2. Wetlands or stream crossing permit(s) required for disturbance within 100' of wetlands. • If no permit is to be issued by the Town, a permit waiver is to be submitted to this office. Construction Permit (Form CP -97) • Application is for fill approval only. Trench requirements not to be noted on application. Provide copy of certified survey showing located wetlands flags. P1 Well to be a minimum of 15' from the property line. entify keyhole diagram, as shown on the plan. Identify R.O.C., is this area rock? Dimension fill pad area. Provide dimensions from PL's to locate fill (system) boundaries. Note toe and top of fill on plan. Provide note stating "system to be survey located prior to construction by a New York State Licensed Land Surveyor ". Harry Nichols/Martone Page 2 January 5, 2000 ote limit of usable SSTS area based on findings of DTH # F. This office recommends switching the proposed primary and expansion areas. Pump design will have to reflect this change. Provide note on plan and application "northeast property corner to be "staked" for use as tie -off for construction layout and verification ". 0 . This will be a condition of approval. This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me.at ext. 2157 if any questions arise. n Very truly yours, NU I NAM COUNTY DEPARTMENT OF HEALTH ` DIVISION OF ENVIRON'vIE \'CAL HEALTH INDIVIDUAL WATER SUPPLY & SUBSURFACE SEWAGE TREATAIE &NT SYSTEMS REVIEW SHEET FOR CONSTRUCTION PERMMIT STREET LOCATION `� 1 NAME OFOWNE �- REVIEWED BY. R.N I, GR, AS NIB, BH DATE • 1 00 TAX NIAP 0 N I \ y LI EROSIOV COVTROL•HOUSE WELL SSDS � � � Z — � � TM.,PE/RA; NAME,ADDRESS,PHONEff DATE OF DRAWING/REVISION DATUM REFERENCE LOCATION OF WATERCOURSES, PONDS LAKES AND WETLANDS WITHIN 200 FEET mPROPOSED FINISH FLOOR AND BASEMENT EL. COMMENTS: rtn U i L `� � _ •-� V 4 � i .•J � I.G.. � L �; � �:tf�'(1L�F t-l.�— �. t� � l.l� �%1+� v I m•UGi�i 2�U n �� \. c� Lf S f r %G LL -1 WELL PERMIT PWS LETTER PERC & DEEP HOLES LOCATED REPRESENTATIVE OF PRIMARY & EXPANSION Z LETTER OF AUTHORIZATION LOCATION MAP f IGN DATA SHEtr (DDS) EXP. AREA; SHOWN; GRAVITY FLOW, SUFF.SIZE CORPORATE RESOLUTION IF PUMPED, PIT & D BOX SHOWN & DETAILED ou SHORT EAF HOUSE - NO.OF BEDROOMS PLANS - THREE SETS WELLS & SSDS'S W/IN 200' OF PROPOSED SYS. USE PLANS - TWO SETS' PROPERTY METES & BOUNDS VARIANCE REQUEST HOUSE SETBACK NECESSARY (TIGHT LOT). FEE HOUSE SEWER -1/4" FT. 4 '0; TYPE PIPE SUBDIVISION NO BENDS; MAX.BENDS 45° W /CLEANOUT AL SUBDIVISION FILL SYSTEMS DIVISION APPROVAL CHECKED CLAY BARRIER ERC RATE / 10- FT. HORIZONTAL;SLOPE 3:1 TO GRADE FILL REQUIRED ` • '5DEPTH FILL SPECS FILL NOTES CURTAIN DRAIN REQUIRED FILL CERTIFICATION NOTE STANDPIPES DEPTH GAUGES G NER4L FILL PROFILE & DIMENSIONS LOCATED ri NYC WATERSHED VOLUME I—IPLANS SUBMITTED TO DEP FILL IN EXPANSION AREA DELEGATED TO PCHD TRENCH DEP APPROVAL, IF REQ'D LF TRENCH PROVIDED 60 FT MAX. DEEP TEST HLES OBSERVED PARALLEL TO CONTOURS PEECS BE WITNESSED 100% EXPANSION PROVIDED EX- ROVAL SSDS ADJ. LOTS SEPAIATION DISTANCES AND O y2t/D - . ERMtT FR O n?) ON PLAN -FROM SSTS ATA i DDS PLANS & PERMIT SAME 10' TO P.L., DRIVEWAY, LARGE TREES, TOP OF FILL PRE 1969 NEIGHBOR NOTIFICATION 20' TO FOUNDATION WALLS _IYWELL TO PL LETTER BIULBA ` 100' TO WELL, 200' IN DLOD, 150' PITS 100 YR. FLOOD ELEVATION 100' TO STREAM WATERCOURSE LAKE (inc. expan) OTHER REQ'D PERMITS) 50' TO CATCH BASIN, 35' STORMDRAIN, PIPED WATER REQUIRED DETAILS ON PLANS 10' TO WATER LINE (pits -20) SEWAGE SYSTEM PLAN - (NORTH ARROW) 50' INTERMITTENT DRAINAGE COURSE SSDS HYDRAULIC PROFILE 2007500' RESERVOIR, ETC. _150' GALLEY SYSTEMS GRAVITY FLOW CONSTRUCTION NOTES IYMIN to CDS= >5 %,10'- 4 %,25'- 30/c,30' - 2%35' -1 0/c,100' - <1% DESIGN DATA: PERC & DEEP RESULTS 20'MIN to CD discharge /100'with 182 cons day discharge T CONTOURS EXISTING & PROPOSED SEPTIC TANK DRIVEWAY & SLOPES, CUT m 10' FROM FOUNDATION; 50' TO WELL FOOTING /GUTTER/CURTAIN DRAINS WELL SOIL TYPE BOUNDARIES DIMENSIONS TO PROPERTY LINE TITLE BLOCK; OWNERS NAME,ADDRESS u u m LOCATION OF SERVICE CONNECTION TM.,PE/RA; NAME,ADDRESS,PHONEff DATE OF DRAWING/REVISION DATUM REFERENCE LOCATION OF WATERCOURSES, PONDS LAKES AND WETLANDS WITHIN 200 FEET mPROPOSED FINISH FLOOR AND BASEMENT EL. COMMENTS: rtn U i L `� � _ •-� V 4 � i .•J � I.G.. � L �; � �:tf�'(1L�F t-l.�— �. t� � l.l� �%1+� v I m•UGi�i 2�U n �� \. c� Lf S f r %G LL 17 Il R -•r =' ,-L- TOOL- ;'[AI,S TRATIONS TO-TIIESE HOUSE ...M. C. __- PLA4T t: DESIGN LARDS: _ MUNCT HOMES DIVISION - FLOOR -40 PSF (3O PSF SLEEPINGI / 1567 YPA ROUTE 442 FAST, P.O. BOX 325. WIMP SEE EXT. SIDEWALL STIR SLKMRRIES, 756 4)RA14ING 3c & TITLE OR BUMDERS DIVISION DATE Roof, 0 P5F,. 60.PPSF.��ND E5-W 1565 PA ROUTE 442 EAST, PA. BOX 344 NT5 ENERGY ;CONSERVATION CONSTRUCTION CODE: MlA4CT, PR 17756 COMPLIANCE SMALL BE TFRIJ Pikf 5 OR PFIRT 6 PANT WHEN USING -PART 6, INDIVIOURL•CRLCU.ATIONS PREMIER wnmERS DMSION SMELL BE DONE FOR EACH HOME. 1567 PR ROUTE 442 EAST, PA. BOX 337 MLNCY, PR 17756 " USE GROUP. NY - Al AND A2, RLL OTHERS - R4 CONSTRUCTION TYPE: MR, NT - Sb, _ ALL OTHERS - UNPROTECTED . SEISMIC ZONE: NJ, VA - 2, ELL OTHERS - NR � New York Ntlb: - � ✓�f/ I /�, � " Y'•"_ lf�l/ iTtiihe belt of lri3 tmowledgy beOcf and prvfmboal jodgemeot ...: — N 1,.('�cG!!'',, . L thb F--Y Maau&.6t d Home VAUN pin hn.beec I. from a ypem set ofFMH Phos.pr d9 ip7,d b7 DHf$ ;\ App&atlan Nd MLV7AJ-0a8, hlsatd'ast>vrtYa JVO. 'E1Wtratlom Date osmsa%whkh hn ant been modlHcd in ay roamer: . 2 the eaerp portloa oftbb FMH pbm hn bma prepared asiq Part 5 of the New York Stele Eaap.Comerrathm.ConL Cade . W�gy Code) and is io fo9 eamplh a with the EneW Coda 1 ' 2 FAMILY I FAMILY rYt1Lr 22 11 MW JLE WIDE.2J5'TORT.- 1 FAMILY 2 3 MOOILE RR401 'r'1 FAMILY 2, SALT BOX - 1 FRRILT 2. 6 MODULE 2 STORY'- 1 FAMILY 21 RLTVaATE 2' ST 1 FAMILY X v�ma f1m Nrimt v fwzl 3Vt M TOY . — rpT ll[1lLni CD > pS.IDES SLaNRm 221 Lf9 THiI N' a of . 3Qi! •1NK�S('I�H�M�O�O`'��MQOILT I®{Qp NOTES ax pwmrullc Aro fT1415 u a.. v oc rVwa . _5 6 NOTES TLRAL SCHM 6 NOTES 3-22-91 3 -1-93 1 1-21 20M 2-899 I FIRE RRTED.ASSEMMY DETAILS 2 FAMILY' }22-91 2 -19.98 2 m MAR 9QpR MAX mw vin1 M imPlrnf ma�g0�lp1 Q paAT 3N AR IWaR 1 ��ym s�l�l . uM wD vOrt �� L9r1tLID 1aM 'JQ M 1 we ,Wt 90.i C OvRtm W na ramtnni amens a yrRi �16jtt 1 fps rrmtptaE snm afal. ee +yntlm KM 9'r�ri !RL f T v r�T.E�F � t[yyg1WR s¢ M s� ' 7..rt9 aimtno v TTf['s mapl.Ctlai'!RL Npr� . o ®n raver v no alums lwvc n eawrt. C61A10 °' roaacp aaac uac w era ort x MwSV.IR ppr83wxTlbr as to Nrs fOSA t v¢ imm mairmw� �mrtt'10pf�n wsK A .4 19 x GSlAe.. Aa '221 owaC t4aC nel¢ O t0 aAMONOA at a fur ppue wo vaapN ---^• •� � oa.ma s. ' fat eOLOO Rpat San RTim.1 a'Z plailDO tat fn¢ taTm wlxiln)n, SlZ usvy® l 1 Q e aec, w;aen rve u m r Iap.wFNpfpT rNt ilnart. ]L fames. fm4a1 ataca [Tp aM'm a 31TL nAT �[�>n A ty(t rLL W- SCL 2 M 2222 . - - • RTION fw Ab, A }22-M �LI-23 -M $ FDZE RATED MSEMBLT DETAILS 2 FAMILY }2291 M998 RTION fu 2c }22-91 ' U-23 -M RTION fw 2d.. 3 -22.93 U-23 -M 9c UEPPE ED R/M A OCiRIL6 ER - 2 rRMMY 3-22-M 1-21 RTIpJ fw 2f 3 -22-91 D -23-95 iTION for 3,22-M 11-23.98 iiw I 9221 (%RAGE RATED iCr'T W - ND 6-N-93 7-2;:2—DM RTION fw a }22-91 11-23 -A 9e1 GARAGE RATED A9SY oLi Na 5-4-m 1.21 20m RTION for a iTION fw A 3-22-91 }2291 D -2}95 ll -23.95 2ER0- LOT -LINE FIRE RATED fSSEMDLT DET. - 1 STORY 'u -19i 2 -39-98 aTION fw }1-93 D -2398 I1 -23-98 ZERO-LOT-LINE FIRE RATED W`SEJ3(!L1 DET. - 2 STOAT ll -I8�J6 2 -19.98 ITION /w }22 S IrION far A 3-22-M U -23-98 I ' - lo. Arrlc ewAC Ducr SYSTEM 3-22-M 22 2-19-95 a HEAT fw 2. 3-22 -M I 2 -19-98 2 -39.95 im TYPICAL HVRC OWT SYSTEM RANC21 Aa CAPE MODELS 11-W 1 -It 20m 6 HEAT fw 2b _ S72 s HEAT for 222 3-21-91 11999 2 -1998 IDe TYPICAL HVRC DUCT SYSTEM 2 STORY MODELS 4 _W.. 1.11 2030 6 MEAT fw 2G.f, }2191 6 CRT fw 2h 3-22-8! 2 -19-98 s HEAT rw a }22-91 2 -1998 6 HEAT fw 2 Y }22.91 2 -19-98 s HEAT fw 211 .6-2193 2-19 -98 6 HEAT rw a }2291 2 -39.98 6 FEAT fw Ar }22-91 2-19 -98 s HEAT fw A }22.91 19-98 a HEAT rw A 3-1-93 2 -1998 & HEAT for 2p 3 -1.93 2 -19.98 8 HEAT fw 2q }22-M 2 -19.98 HEAT fw h }22 m 2 -19-99 22 r E d �� p� d a i i 1 s � �� I .• �NLL1Dm ®Tp' FXCI`RrBUSTAaaw f rw A }22-9s 2-3¢9B w 222 3-2295 2-19 -98 /w n 3 -22-M 2-1495 w n 3-22 -95 _ArE0115 DETAILS 3-22.91 i 9.1.98 UMBIND -- ALL MODELS 3 -22-91 5-24-99 JG fw 2 3-10-87 2 -19.98 1G fw ., «t }22-n 2.19 -9e MAST£R SERit5. INDEX COVER SHEET MUNCT HOMES, INC. 1587 PR ROUTE 442 EAST. P.O. 8031 246 4 . M3ST, PA 17756 2N BT DATE SCALE I REV. ISHT. NO. 0 36'-7' Za'4T y T� Y nT 1 42572 lI sarr M9690 K2490 C M3Pm M9830 i I M%30 y2 .. . - l3 -lx - - - yip -1 _. 924 0= 6i0 B% y ON _ — \ in go 4t en�.Lrfi 's 5 I 1 I KTTGHEN 6' 9' ..:. ..,...._ .. ... _�:.. '. a ..' .: a. FOYER nTNTNG RM - _ _ . 30 o � 1 Ll v 39A 2 1 3' -8 1/2* 71 Now . .:. I. 2z-a' T-T T -T ..... .. .. L MITE TO UI T PO TION �a CT -22000 �jtlpy�{ � O . �To tAa�Esl M, my kWN11gs. EYMf "aM ProfailxJ L w. F.�rofr riaa. ffwo r„. e... ; . - SIDEWRLL= 2x6 PREMIER �U_ ►L® 10rr ewM� I CLG. HGT = 8'-0" ' .tten Ma *eL ew, meawa a uy menr',LRBEL= � z ,'"Os .N. stN. uti RODT'L BSMT COL _ # PA. Ba 337 . Pa 17156 ° rM 5*-WE 9 -2&00. MS c,e. CLG. HGT. = 8' -0" 40 TRIP L E M / MRRTONE 5014 _ ROOIFSSi 24?ocE FLOORF ALAN;,__ F R27�4 6e :- a ?} x.k'...rG:*t .F s' y -, .::. OEST — . CRRMEL: NY .:• _.• } .�: OMN.:BY' -"fN¢ E OR1F+7- -:"': SO4:"ka .- zrr cr;, 3/16 I 1 to I SE,-,r 29-9 1/2" 17-2 1/2• 34' -11 1/2' f 24'-r 2Z-2 1/2" f ir-lo, 4257 4257 A.P.IrAL LIMITED TO FA Y BUILT PORTION OCT 2 2000 NtmiER BUILDERS., A M M ARMY A=M P.O. Sox 337 • Mixy, ft 9M - (7M s4em 9-28-00 MS TRIPLE M / MARToNE FLOOR PLAN. W1 FORCED' -.AIR HEAT Mn•g=* 3-925WW, rL I I X —41 5Ir-(r sr-6" 3T-3 L'r 27-9 1/2" To 00 bed of my bmUclq� bWW aid FmfVdMW PdOMM": SIDEWRLL= 2x6 cLG. HGT.= 9-0" ADDTL SSMT COL= la-(r DESIGN SNOW ZONE= 40 u. b b 2Z-(r 4358 I IN 1� 6 b, BFrfH 21 voo 4356 GAVlqW MILL 2-27.29 ML ONX • rcs . 40s) 36 30 IRATH I M1. ------ Cr 2Z- In > 7-r I4-0r Le 32FD L- 4257 4257 A.P.IrAL LIMITED TO FA Y BUILT PORTION OCT 2 2000 NtmiER BUILDERS., A M M ARMY A=M P.O. Sox 337 • Mixy, ft 9M - (7M s4em 9-28-00 MS TRIPLE M / MARToNE FLOOR PLAN. W1 FORCED' -.AIR HEAT Mn•g=* 4257 I I X 5Ir-(r sr-6" 3T-3 L'r 27-9 1/2" To 00 bed of my bmUclq� bWW aid FmfVdMW PdOMM": SIDEWRLL= 2x6 cLG. HGT.= 9-0" ADDTL SSMT COL= LABEL= DESIGN SNOW ZONE= 40 ROOF= 5/12 24"OC OEST� CARMEL, NY 4257 4257 A.P.IrAL LIMITED TO FA Y BUILT PORTION OCT 2 2000 NtmiER BUILDERS., A M M ARMY A=M P.O. Sox 337 • Mixy, ft 9M - (7M s4em 9-28-00 MS TRIPLE M / MARToNE FLOOR PLAN. W1 FORCED' -.AIR HEAT Mn•g=* w 5 6 5 .01 —ol 0a_1 2� ll II L A I Pw I II 12 I 11 • — — _ �. - -� O 5 r------------ I r— ___________ —__� -------- _ 5 1 i i __ —___ I 1� I 5_ 5 ; 1 11 2 gh - - - - - -- s3 53- - - - - -- / I V I I • II I 1p 1 -- - - - --- ! _ ta Ffl I. II I H 1 II I 1 II . 'I ___ -_— i— --------- 3 pp pp IAN, I t � w �r. PP VA _ LIMITED TC Y UIIT PORTK Oct - 2 2000 To t1a bed of e.T kx ft�e. beW W4 prafaeelad e.t REV: >_ � PREM M Items. �.1 NEmiER BUIL® ' AOIIC' ®'lQJ1LTBOIR PL 1. . "'s --%p-11- rTa svt: e m a'u°° d °I +fib• cm. PA. V 337 ° . Pa 17756 ° (717) 546-89A�i e-W Cod.) e d I. ti rm e-fi— wa tlr En. W TRIPLE M / MARTONE Dar, 5019 ftFV EGT PLAN' W/ FORCED AIR '274- . .. oiu•� sT•- o Ogle -�` 5CRLe Ma NW nnr � , , _ � ; �. � . � �' .�. ; � � » �--- `- - - - - -- r>wa.w .«maw =4 . : � ©� \. \ � � : §� �� .. � \� �� \; \ }� \ . • . � � / . � � � . � .. / � }� \� � � � � �� ~� — � \�� \ \§� %� Q \ }� . z � d j � � |)�� ƒz2\ - �� ` - � .�. �.,� � �.� �� \�J. .. ....., � \: . m :� � y . >�� « . \� �� | �, .�( . . � . � .� ! .. � � �� . ' }�■� �\. � \:�� {� . � ��: «'� §��| �� «\ ] }: (� � . , . \ ƒf � � » . \: .. . � /� . «t . � . . � . \ i. , �� \ � : » � � � /) ? . . � \ �.� � \�� .� � \� . 36.- 1 ., 36-W :r r r 9(r Si INZ1 1 1 I 1 1 F _ 6f� 1 TF95 FOUNDATION DRAWING AND NOTES ARE FOR REVIEW ONLY. ACT FOUNDATION DE5LGN TO BE APPROVED BY R PROFESSIONAL �' 11 10' . a GiNEER OR REGISTERED ARCFcw. - 2TF¢ S "ORAWING�TOEE= USm FOR DIMENSIONS ONLY.! AP A iMITED TO - 3 5EE FLOOR PLAN FOR NS �.DIMENSIO OF UNITS 6 STAIR LOCATION. ACT UI T PORTION 4. SEE MASTER SERIES OWLS- SHT. NO. 4e, FOR NOTES AND DETAILS. - 2000 . S MAX COLUMN SPMU,*- -'T-8° . PREMIER BUILDERS o A AK O ARMY H=EL W- P.Q Bar 337 ° Mmy, Pa J7756 ° rm) 546-893 TRIPLE M / MARTONE °aT 5014a a NRMC R`FO NDRTI N LAYOUT GUIDE2 4_6e s ca a owc rra _. F 9 -28- 0 3/16 " =1'-0" 000 cr uj X- T � \ . .� 2� \� « . � \ .. § \* . L7) cn Rill . \ 4 §(. 0 H §t q§�i . 2) . \� ~ 2� .. , d�_- 2 - -.�. ,..� °� \fƒ U �\ \ �� 9� ; X- T � \ . .� 2� \� « . � \ m but of my knowledge, belief and professional Judgement his Factory Manufactured Home (FMH) plan has been approved Tom a system set of FAIR plans previously approved by DHCH, tppllestlun No. M1387 -97 -M Manufacturer's No. 1387, :splradon Date OSMS!M which has not been modified to any manner. he eocrgy portion of this FMH plan has been prepared using - 'art S of the New York State Energy Coos rvatloo Coast Code T.nergy Code) and is In full compliance with the Energy Coda II G 1 fi q I , 6 H" PA .. g -oil! _ � 5 R $ R jR5 ara wn emnms tewm 'c _. _ --- -' s n• nos *Q na r -- -- -- 9 ❑ ea 4 ❑t � 1 1L.J gPp9 = C PU va Stn c F ID L1ez� as F — . 1 fi q I , 6 H" PA .. g -oil! _ � 5 R $ R jR5 ara wn emnms tewm 'c _. _ --- -' _ . n• nos *Q na r -- -- -- 9 ❑ ea 4 ❑t � 1 1L.J gPp9 = C PU va Stn c F ID ea *OJ ez .JI .. .c- m, 1 F F IL F q p pF g 9 yip a a _ 01 •wow , e F q am R 4 c3 ^• 3 gpr R S$ mre q 9 N, oevnenrov Sure Q I R A � 9 9 AAastavma 79 atSaw.ntmtamt >o aprv.rw . svtenarwrasva . a A i U 7O ra uw. me .uo w.a� Na s g gQ N y _w.+•.+,...t,.+.».r a�..�3id. q � 4 �8� F apq pg � 4 ' N 'a a m (rn 'c ❑t � gPp9 = C PU va Stn c F ID L1ez� as F — . '' _: 0 .:...:.:::..:. . �t e�itr<�inor�n a �nda�r+or Tu «r�_ _ _ _'va w1. umm v rmac my rust wmm m roatc taa Sax atom a ,mse .c- m, 1 F F IL F q p pF g 9 yip a a _ 01 •wow , e F q am R 4 c3 ^• 3 gpr R S$ mre q 9 N, oevnenrov Sure Q I R A � 9 9 AAastavma 79 atSaw.ntmtamt >o aprv.rw . svtenarwrasva . a A i U 7O ra uw. me .uo w.a� Na s g gQ N y _w.+•.+,...t,.+.».r a�..�3id. q � 4 �8� F apq pg � 4 ' N 'a a m (rn ELECTRIC CIRCUIT SCHEDULE DOOR SCHEDULE WINDOW SCHEDULE NEW ToRC ENiRGT szvwtT Aw NOTES - w.so SIT Gemu L aNum NO=..i AO ad so-a' Nw I�PTION Wum am POLE Na SIZE U rwAE MTERIA fI1d91 TYPE', - MEHT. T rMp U LIGHT `/EM 7'TF'E PREi1 5f CLR SF 1EMR tm iTP[ 61eRr emr/emDe RaR m,�.1,. May 1Mm - mm . sm oral wnmree Tu u/o mar muc EXTERIOR D0OR5 • w.L a.aza ro v secrt ryl�< t®t 'wa •m z9 a,er as 1am+aln • amo 2 wV 1 S1tm .� ttim Iro lI /MC NH/ Ab9 T14 ] HlOSI IILC1OAfRl 1•-2 1r/M 6 IY1r W x LIT[ �e .ib9 •.)O 2n Ya 1.6 - F!xm a¢o' 1 NR Pw Rr _ TT[ KAi ¢R[pG D+r. Dasa . rRm anlm ax-I Y/D mar m t urz A•w Aba aII SSi >an _ paT . w w ass ola M4asmL Tin ran ¢ 111ffi a^ awa un iTO�1rz was wss .-a Qa an a.m • TIIn w,>DrDRL z qtm D S1MaAnd I•d v/C n aR m >A Tr x LM w/1 SID03rz . ,om .•Pa IC6 Sn tEC 1[1I TOR oonr toTa os,Q i-M nr w m .. . a LL Ta ] urz 1lli ssatrz MZn- lLi9 .w-a ,s.n an I]xa am i 6 O oc 0114 r0. 9f11a It Aotn m M t]ma'l a [Alms UFr Q T v sA Sw 9.aa u/1 4[Rlira �- 4+et9 WM. 1am sa � Trim Sm 1® S IpOr a O'oaal aa91 faVS. �: � - . m m •m - x ute un �.a.Tra ,no eam .wa' asm en a.o1 ws a]o ram+rwn glq r] uuc war ' oast an s Utt u/1 sa9.ira R>m vass ..ba um Sa a SII 'om pr��eire q� �rrr�TT� a OSII[R _M 16x Y/r. a ar u n+m m esra aim C a rnrrn 1dA Vm5 .•sa . ns ea m 6a uvaw,n a L3T GS [OWr L o MNwrCr�6sg �1 ;�p�yq�nr ' "°' m � ��°':7S'11C 0,•nDR,� r11tO0.4p4 M1iR • O 1rLAa]t Wn $ ROTE w IH 1VG m a1R 416E x II>Q >m - 3/fa PHA CPL9 .Wm uw Ta d a)m SII uom S mcs t 01p1 {Q 01•i] R U1[}A }pT�ty(D 1} 4ygIRL¢ 24] p[ lMlpllLC�l1CT�0Y44P) QI1pP�STTR{[ tml�lV�lDQRpOir1� (SpLin�UdGy-��)'�6pp1rrUlfy 1�RTp1�{�1}I6O1�M U mRTa Oe 4rL� Vim t 16111/G m AW met m 9M Sm sun o•A- Qm] .•ba IIID em a 1 1T19! i® ,OP) 1 r �4)aDl�lOfi WT �iD fR rIQ)S 0.L TWmTPI] ro R UI M 1ifrP]Ci TRG U= aT a"c' A M May Ml] r eucL m w e cm ran i]SaN m W M d RHO t�ML [ Sn6l uuavp m r um+ v ,as 1?1 Y/a mar x - - -Sna a)m O erOrID 1� .M9 sw x1r >NT nm . u/R -1] 11HAp„16! ap q® fOp p®ypnd u(M AN RfSp R-rR1L r Isy rtM oW. or SD ntt a is 1,td TEN. a sn nna R R m Mly ulrR a-n wa rtamsm ra a Ronum ar.nnu a owls[ MaL aam r rm+v mr b1 urc a r11r ] TaW sa >m - n'ua Ran .•ba zm 19 aTSa wm ' n mAraae am t•-x uT. n R•r SDaaL . 100 . _ . • - CXMt To DATED ,� APa am Sw a+d Taa ,mouo)+L a M lrRLt9 9[mII➢MPAt '.Sc /Onea4O ro TC m t .. 4i >m - S LL lN1i aD SRVf2 MRIIepIL1 t 9RaL R wR O QE UM an Num. RP.D.. lT A!D aRS TT[R II iltiQm L Aay 1m O�ID tTi a M D,asslwyP1f01'MOr VSDD RIJ.1 U IHL91 IbVKTTIR Drn I•-x Y/a n ar SNit T LLw 9YDOUO MM - >Kmm� PA,P fray 1nT n ®U a M iOT0. Rp RiA u!R LODD Ia11 S 9 a d Ra DILTwiTa. RR(ZR ana- !< DQI]LLID Maltunt P YEMOAra SIDDO 1wTtm7a: U eacntto R M U wO011 9TST[n RTTS rM ran 0-1 u/O n ar 412[ 0 �) -9 - ai u'am/ 1}S •ID Sa 6mRM as ,amvnRL fnm ITSTa1RTid TCOtbaE IL�4TRra A LOSY�IiTD10 RtRIRTid - Q rR TTPIOL MCRT 1.61] OQICRN R1O WALMf06 IaiS U IMJ w a 4tTa�,.MD InIA m moot a11I1WiTrole PSau•m+ Paf< .•Sa im •ID .® as a LL /'DCpSILL! any rout reovntd rR oul5n[ ,ra rMR mantfd ao OarW for m u ®m oR De • ass NOT awia ..moulRn Twrr raTTDO arvuw as nm noon oa raa•rsm Au 1wc arrorRrTC toaTtaa a ww isa •n Sw ssm - I•' Do'. v WTTZR a— C Wm WM L_ � M Dpd]A� rdPN r Yd ]116N!`MMWL2! n - ,ate Cwt9 4a as as 117 [ISQO�iEi1 a0 r AlAi 1 WROi Mmt 1®am P x.10 v xtll 9nl R 18D ro /Q M imCp . UP am usm — a e moon srsTCH 1 1PCd tN=cC tTTOaci mas K N P w va-LC a oMCATCA Hill A. Af as MDTSSDI¢ a - a1m ® Asa taw Qw mot - )10 1IIlR raRr i Mr M taSiOCe LL m11DDL s15TU1 Kier NMN- oLC1RL LWMRT KRTbfi WOl 1116/100 YOm10 MM R 1)4 1RK a �AIQ' @tii .•Sa Em MID la 11. s11DDDO ]nTW 1IfI11 66 M T IlATDn MRO, !• YPnPt! VIM P W rILIL a RonR nfr . a a IiCr 90u mRnrtt c Iwei t a M RiSCC2 , m a INTERIOR DOORS • - ase xam raw from _ - INSULFiTION SPECIFICRTIONS - sc w,mL 1DO1cT wtt .> ....s ,u . . m ] uaMD ra+w Sr)DGUO Aia nw I•ID 1]>ID RDOP/CERDG HILL FLOOR HYa+ MOm1 n .mr 1wGOt vn - 1•-1 uA n ar Coat m. Nam Aba aw T31 rLLr•d vom STRTE R. - U R U U) R I U 1 rm a COOFI®t ran ab1 Wo II P1r mot . II>o Aba x•S/ 62• e¢r -aloe tam vlllll mKCrINr II mD U no U JID,' Oro m' a laaa M IonOe mrn IN Vn: n R•► ®+il II1m ' Pnm •sa ltm Ha Uttar lam mMt s m0 0 on H nMi2 - rRttOln- 11011ayID IDi] t•-11r/D "n wr SD lC. U Him W�•-WY A49 xL• ix• mT-f.O, R1rIW(T S1 M U ffi U a1! • 51ro a - rmo 1RST1ayID am rsx urc m Aw —c s m faOnU[R ran lwtnarD - RMrz •] In !m U ffi U � - LL S••RP aHOd Kl) 1nl,ra4S II mM a la1 M Dµ' ® Q >A 6iQND LL IPO IOI AL4T II m0 n ffi U YTS o H RCSIY'hD n Iol4TLrIY01 - MR • J$ 0 on w R..E1�1SD - n aWC 1o.6[LT n Ln U O• mm o a Iiioe� a aura nmTe¢ II rm a � u as m a 41 1S10R79 m SPECIAL GLAZING vD1MR II D1D a ID U J>4 ® W •] mQ•ID II RT A)Ie - .mom AIDOt, Qwx 3 I•N OntT VDOL' V06ndR II mM ll' on U !)n . •Sm 1V a H.m NOm —T 9 A. LOT rwTRR In mo D on - U ffi' nm t7 mcmumtn •s 1®e1tn a ,aLa.aP•s -a Sa - olrM - , 0=0C K T Ib1 YIO mar mac H raool SRa1{ a 3N - f - t«x . a a r� ocraml 6m w m n ma_t ss-a a'TLTdr nro nIL7-l[GRN AND OHIO' ENERGY SUMnPo2T - TYPE R-1 BUILDINGS - SF�'ND1ES BELOH sa Sn � a:TLnrlr rco 1WMFILLDSfG,w Hay w � /ue w - ImTO •. oemr em. ma ' 11a - '- a sba sm sinlon ® 1 ® m m avaTC 1c MIOY T4 r R •aL 4 dmR. OF O�ILDG b 9,NICC. T- 11Aa V- b,m ®- ®p _ ' Ili 416E Nlla W mBL Mr0 RIDaON bCT • • , DMOLS hD 1IOOd] RPT 1i1rC AI65nNR 1MIIdAiIRW. nlr aa.t cortT eniR M 1.IDR. vort ao [am 1g1eS ra[raa [MAST snrQ ' 1 MQI m O� 1®l4ttD YaL NOT 1'[T DI R ]D6L a11R1 mi. fr11.m1BL L1E6T 6O[ PRD ERL59 �1bIR L ITR CrJa] 1AO66 M MdIY. NIDl1r O.DR aClatn Ai.L S m. L DrLTlsnor e8R R 1.O] 11wi 1m@G 6m ISMI• a ORO: WO/i 1® VI1/ir.�lR M mIITs .sTRTO a _ R 6$r® an1 E RIM.= 8tt M 6 - 2 IOC [Oms NIIOP4 M /@MH RCIGM 6IIR OoNn ant Q H•. IIIDmM aD Orb Y00011 DALLllOnmr My Q tniL ro R um T1ir ns• RMt'.. 1 pnFlAl 1®TmLS Anl S DOnay1D AT M 'il✓srT a0 McAR - S •J1rLT} RRTLG R]gaA Mm[TP6L YeLT Rml➢aRWis ®n R. 2 RL- bli Rme pBlPtid a IROaO® rR 11000 orOt 1NEATLD aEilOn. R {�yOp O)R Plmn Mr[R m V M litlyDO aO asLL S 11[RTWC)a IRO O'Q rgTTFtim - aO) R. 6 W emr afi.l mrLT NTn —Tl x 41Q CWD2KNts. M O.nsIDC R10 C 1L 9RHf lI M161f1d MILD aR InT DdLR11D IN RDSrmaL 1IIIR SH 0L m. M [%IC ®t ®TR1.ts My d R 4MWi O1M1DnTDiI CI101[O LTOR, vo/1 a EROS - anL C P 110 a FI4 on[Aaot �tlnts Au 1m a d P mar TIM Rw T ®rPO.o - •. uDmr Pr:p a rmxxRat a'Pa s.tvDC. oDma 1r¢unDa moa emm1 nu and a wtwmac ao nnruoc nnR R rwrinTld oat tRxaand�mrtumr �OGR LS OTIQ Tliil 4� LD. sI M 1[C wi .. .. - 11 IOC roM1l0LRL ITT V1M •5 000L�jR r9/LLDnOATIW I1bQl - 1 R UI !OM Im1Lti OlT�9�tT IMIVL IW AM M IOTIL a M 0.'�a1 SC . R0418L le 1aleaTnnL p1 a .oi wnea Im*�yT To [StvadL mtHmou a raatr n»u & aF gam¢, U mT �1yO{gp1� m 1 m t= fia�PmletlmanL 1srLOaRL too @L1¢TS ax ioT - , aru fire R nmrusl ,rota[ wfpl a t vx m rt. i m rt. rR - �' RC�IaQ v1iR SGT i1�i Mil M w1C[ffirNliA7t81C 0t M �rlOi a ,�imrmC 11pmt .. aTOOrtTra t Rio[1a ®m R. 6t nRD gray Mat •i a.ILnat R •. 1qi�� !9a]dTS !iQ ziaaam 1M Oaal Brat 1]O1R I a1SR oboe rR RnwrA1 v(Riaaiid, P9aai0r r1(OR i OI10w_ ADO I.nO Q INI I..TTO 11PT AMC 9lllom IfaZlialp. - S MSTIC scTUdrs tZ6lAitD ar nrs rwei nL alai rnr O® ' ' S M s tO Uo- LL R e v °,r a w Ps4AT 1wr S D6o0tD R M STRTCD rA LL'a rw1; ff aR - LmDO /wl LSIO tral 1Q/4/!L �Dn 1.T1t3 mx S nr aAA t S•T ,1Danl1 KT1Q11'AnIDrti RSSOM.T 14r C /ADIIDm M mnL ItRT OAr az lms rMR M arr14L amJmO DMO 01x' - i Imm M9S� aD 113m 9nL S 1 .. 1 nidTAr aO OY6 mROrQ m oOnr - ntia6 iHmCtOri1R'i PR P HMAL 1111/wNilpr mfnIIT Q 11RI11NCn$RS DOiLLlnTid ' 1 ). r® IOr1 D1atATmo u 9 n,z aril IiOI. P IMl RHa R+/0.11t oF SD 111 ]SNOW TC>i. /R WT[t .. OBfaCTlDlti .. .. : L IDR 6OUp(R 4JY0aG 11SDOtT10� 91SL M.O1L00T sMly od¢Z M am►M ]fI✓m ' - ) M MSLS 1]Om1lsIC M a18A)T 5lrats All Q aaasrtm ao rPOTCCim •¢iH A twat 6Andt . M ORlIOt a 1®a`�L rOe S/►Lrp( R.L 1111i[IwIS ay IADC mG d Sit Au'a[ af16T� m M lnbL OIIlLGL ®C OIiC1A . - - L tae Alm sseel unN nxaa T ao Awrmma 1imaTtva srez M rtiaado a1>oe awl Ann .. - M aRRle 11PT o664 3ilnm d ril,G RItMN M RTTIO aY✓¢ M .nya A/r6]lmO M SIIIDB 9R1L S IMSIUri[O aO aOT[Linl NOM R rwVa dia®L M am001 aw.l Q AOQm02lR' .. I) 6 AC � nRT�DGM M TiW d ltvtl mOrM RT)IC.'RCG M Wl] a1�1O➢0 M snW . 9ny S oIXWm a0 rIDitCtD NTM R V0R me d, 4rt 1]w.L s iri'INICD m M 1mwc � nsaarort MntrR . ' To the bat of my Imo 141. befit!lad profeaionai )Ddgement M•M ��`� MASTER'SERIES 'L thb FaeooT7 MmQfF MCd Hotae(Fj.. p P tm 6ac ROP+o �lvvaonemmrRNatt�YSaTlvtxwpo� . =;.r � ,- • f fromRT�il ®atofPMH PVal pre°fDa1191PPrwrd by DH 9'I�oaj � Po1 MODELS* I Apppulka N. MI387A7.024, kinnu&con -r - No. 1387. � A111>•a-1 1� z® SCHEMA ES 6 .NDTES _� r . WALL . COVERING E boa DRDt OS/O %which ba not been modified m any mime.: - mw,...�nw � ar n1NCi hIONES. INC- IL - :'"T ""' � 1cu oOVOmc . snlo sPficurG .. • aPArtwatmlmm 1567 PR ROUTE 442 EF9T. P 9= 249 . 2 the ena�' portion Of— PIM pim has been prepared Uzlvg - yr•m1Aan4 sae Part S ofthe New Ym4Strie FSL70RY8lmiPORTV[ nUNC1'. PR 17756 Ene1yl• Caaaemboo Camt. Code vr"e sa aasn man rr oe R x oe . ___. � Code) and Is In fall eoanpfia,ue wim Poe Pdew Code.- FIB O 1 - ORN BT. DRTE SfY: -E ; RLZEd: 1.• t: • 1i x ' 1{ 1 i i 51 i 7 i NOTES - I .GENERAL NOTES - 2 PpL.pUyMp81NG NOTEIS� NNOyT�TEnSLp}[�� HEAT NOTES I ' 1I bILPT I�pUiAm. AND pippq rG[�ENNErR�PPL.. L xl6 ODT IOI Ia9 ":��Q ?aal DC Lm iMil t IVH� a IiPET INY9R(tl0 t b RA!!Mrz mTOI n� W [aR aLQ111�1 ypy'�y pEpL�EC,NTRgICCAAL L KG L 1/CRCRD W rlgn g1 pry RCpimim RSKY. z toal ow-LOC sat MNE P n1a1 OQi aaar. a1TOe d III} TeFN a z YPTFR swnT 11K9 as tTPE L aorl'6t rtQU¢ uan Alaca 2 YTR9e II uemm tat 0}i seRQee AS IwSJ Wa. z PLL YWOOY] Ao mao AQ t6lnoesreffrea , Ttoa omR s141 a -+m® -M j--. ] r¢r w lmrn Ao c r¢T s orom w t z "1i1O'�' I r rt � ra+r Lax aLCLLAira ulvamu ff mrLCOac . t rae v Kaia d 1 �1°�74 -�mwxr nar, rowan w1M lA1 O]rPVT AA donMppQT, Dn i}S 6n nM �r waM1°]r'Piesv ..0.iT°�rz ' u]aiwse�Aa'mm . L 1al TOP. ll -18a fbaCCtQl3 .' M11�PlM ll' -OM" aUrRI 1�/l+�a Yv. xL'i+ It .. �4D]� wWOOCIDR CmP4 LfP1n w a Q[eCi ' MNC IT nW S m "Mtrzmna eOiT ��p y¢y DUI SI]u V pt L4 d r[Rf . Rp�rApt d G TIgt�F'lll ]FPAaiiaE i S Ong 4PIDG w nROQOt 1YD OriQfnR �S rD® VNIS VTY 6 Y.ti 11: ]ti a 1 all caaP LOCI sat sLo-C VI• rot L 9fLL r�nIR0. QE(]IIKL MIn'TRnm rmn COSnETltaf MTTOOa. sa'na naWnn Wy Y@IP+NWAml a W ] ao a LTIIaN ro ]ILi m Ao - nL2 05 ]mC ap�ty ilE PM SnaUt D41.aSLIO motooc Ma9pt�M Oti[Ant vwoOe AO }MpQpP OCT. d aOliM14E rIPIW 9NL BE .. QM:[S W Oo' RLOK]dMr' KCSSm rlLraFcL a Q� T RQwghp�e([nP@ �q mt2 Lei ]�11-0 t papA�O la'aT IRMY1 y yyat MK 9RC ld n! I.GS4 Iltd1 /lnnt a' s m er Ca 6 .I ne c YfZI: LGYn 9�EPS d TKY R eMVgIDli rITTnAT�"GS.rl� ypl�,pyeO p ri0a . r9Ln T�T11ltt MinQlL % ' �y[��T�dpp9. }.per{ �T� 1BQrL Nil Y 46 R. OI 1►NfR gcrb= a S o amlac ae oalr e�sa*s s1aL r¢T m}ei e e0i roe Pn ]. TOtn rPerr LiaR. ourvanT[d LIRL Ao naTR wQpl pavT0d1roa non.[eO s a Aa mac sRrrtaer m] - nc aoWtnm iE nna a •c d enomac m}¢aam . ]m erul m uaTOe Terrnwn¢ . a l A0 r0a "Ama@RR➢4 AonrmMaaQLRBEI�A IfHLT -9 6lT w YL1tRGa nWnaCC raDG iqy�� 9(pT[� .Y IYOL YIi11W t' ��n� KAr $ CO- nrG�uOI' LDYOL QIJ@1f0. . . Ion RNA bat R a'rova W P QQSCT d 6QI RmnnMa. non, P aec M. w, nL wL on i 1e1WZ ro rERT. COaeaTmE !YQ Y/Sa,YT¢y a ;Lei real weic aur" ro rer %L iYco4 $`r', w$r'�L ec Iawan Quin APr Nara Ca Y/aLtlDEelt -0. L m IP -C 9[LI000 T1Te n Lvroa snEem ,Mw rime alm.aot d Y,ol a nm2.0 am ror MM a aas[r. aLmTTOR LPeaa sat s arroen ro M Qr. eA¢ aenlcr. CAC 14Wis roR ,nr HWrsmeC aal MNe M Lawn ]. w 1N 0.T6]Or[ ro veNra Ttamlral M Imar, as wwrTr«a WLVII oavLroe YTM R]Y ma 4OI11 a ^L4'ISF}�1 n RR°��ii�l, lfaL a R[srwame rot eoace. At taTE]ma TO ca,racic M srsi6L moo m apace a1aL Nn't 601LW RfVERIOL - r ML OIOR!°i�>at 9� � a na16I0. w maTrA1D a aiTla fO[ M WIIQ9[D La'STaW rORim. rrt0® TOM LRC101 O1eC CPtmCT. mC lIlI1S MT HNC tatOlCD w ac LdaT1M eC T4VTRD MR P IYCLC IOM1Q OR rOR ALIiRL ra16Q ifi1P! O10r /LR 110. M, Da 6 PLL reR¢ PENT rlNe >al aC LOCRim ]. �ID�� p[}[t}�y �qy L ITA1Cn0 lxh5 Q WYLeC.rIRLY fADm AO r T6 - � ► - DDIO it] aVPO a1DU rtmt er w16IDe . aMrnO?OC �T L�PTgRr� �' LP@La 6 IX1RIIA aa50 ML five 1T9LanW AO faYlfal a nna 0 F Rmve M reaOO LAT Rw d M 1n Wlvar wvl2 neTCCTaRS bal R paCalLT (teaceTm in a a 5p 1p n ��r�p� 4 qty �Ta@ I{�� ML W OQiRI= AT ]a• NN Y M¢ O6• Ml r[XTVi SOC2D W 1MT sfA04 .a. L1]MQ LOO 91TORT[D e0. 1l0[[Z. 1110 PT wi0l Lll?R CRGRr YETI fO WieRID»YL Ytll ]LITOQ a aLL wVL OEi[LTUt] 111LI M ONFLLwG UQi Q Y6i P1 !TC '�S i0 0.1ID Q/�].IpLd}�� t 9mgdy mtOan TOl1U d AO- !fa]U- m ymCN�T�rpgT{T[pp�� Oprr p�rr[� a s a sTISR, err eoT o�6e® ao ar 6x1 To Ion im�artsacW msvr tE amwo ARCA. �'�', Imd L9WmG 19 R'0.55 c nnOla}1 O¢OT W P z Om IOT Ln[. SnWROL a1ES R { rR2 vpRRp}{p. i�y 1� Amt d Tt ]]MMICC Yw I RY. SJ POT ro OO.TID SO• vLO�Rp�� ItLOR LLVCL.' m g 6L 11®a rIFJ. m L65S A3E 1i0�L Or � . . , . rQ P -w OUSTAR d M rad eoW sines d M Lar LTK n R[O.lal3 a 1M] rate ees6nm roe rvnla: OY LL m -Y 0.t .sOJDt PiOgrLn( tbIDT Flcef10 rR2 go, -Off S l rLQRP - u °4 1�OICm zWM �1 u1T[R •)3' 'a u naE. Trrn a a n.a]rn a s-m ''¢aL rL scn -lwrta xu mawl ro W. - K rim[ P s4raao OF o TO 75 N � x rDamlvamT uaT n °n1 eat: oumnmc�'DwLr nN0svL a rm1eDicc" se rxn our d LweaTm Ri'6x iifl a' a si°iE. . li. as Rn mrarr[anw sr]rnu T T o-eE ro' rw m'O. LL suo101p1w sLiaue ]r1fCn1 UVIW NOIi m100 SOILS ITRtINms aeEro rmsmc 12 OK ar0 O8S u101 nn® ?0.L HNC a rCOPl�fl a Q 0106 a � !]La wun"im ro a rtET . ry F FfemT leans mE. &}IONS CONS Lad.. mIO[CTION Ao IOT aC Rrl6nm - d W LCAGm uwnm An m►aer L rUEnO rue sHU � r4areeTm er VIP �via C r�d� Lts . awl'�tE', n . aP aaa Ta�eTJ6e' mT 11 rro mm Lrtx irrt> 12'� a,rc 1 yr n am siarnuaL Irreu satxr ro wLC K wrmwim Y[Tn arrt rime MM Tn!Y 11Pr s� mrnTm as Plelat RCV6Bm w RMT oaCCrmra u. rcmlr d TIA ala,ex YRT6Cmd]re sv wa s TE . ¢mratlts Mar S omrum w M sTrool m mmo-1 so_ liar ea MFaz a M mNTIRTnr a wee THa x • n. NWRCRxnJt ras Wind d a]mc M lean& - - Om1W' aurae tit 1DtOaIe. 9Mal BE ltTr w P erOi amcnaFL oaoind m R1C 4�oam eexaan a etnxm Tat w w rover c w TmA FMTiaEn UIOr FOR Ohm.M PrH2aae sTRunt"L -Cm rae CNfl, ee}v1u ®w Al nape n.RP oddoa. d R.t LL wr i 11 rurApTl Pp�ee�ClVmai�OOLm yak PpT r]T �w.L[ NY. N 9M® 9aLL R Im1l1HIIw]CC 9rt 4� SF+TEn FOa 01aSITC IN9TRLLlITIOH Br amine . 1eamA¢ u1TP M SUlaranl6L ICOIDRpeM] tao< M. ePn RuTTO aTnlmw OAm6 scone Rro scntMTID t'�im Hove wEAti�au�d Irr nw v. w.L mcnam rLllaac sat a onion w L.. a �L gat � reovmra m ' d M P moe scat ee rassTV+m weee RCaaan wo ran rLPSTm arnlmPC wsamma vt@n sal s p corlrLxraec YtTtl Prs TLL rtA+i. ro RuOwo Seat tE mlalLm raac reTVe. LL Ylmraa TIE arrlas vaae aal a w . ei rm mot, rear nu a ]ssa Y6n MTOaa mava-0n ro mar4ucnat wad 6 rprna iCa M.roilt INALPTIOI salt ror s d.at w onmirac Fne[ mrm PssxL®. LL w rLAPr rLalElie astL a umID Ae - wsTeucnae ntn sat � u a - 8° vnOI , a E SYIli61 To rue Mi 1a_ M FTRC 'JaL.L S adaa [T rWO'JIDR. m Oert i0 s]aT rLOOt rwE rat M LOOL auxin& oATCTA ML 4cY aa1TSL LaATid roR M nmiCaT[p 0.ane TeAOfaT OIerOLm alrm. CrG 14 -0wn aROOA wreoe rf %TAGS aHLL o< HR w1TORROd PT M1aORS will AO COtMQi u YDmO TrrC bat Q H1a 1 ] ff wLlp RCPm¢L n nanLtID w A eaTMead - . - WVp ®Q LQQAm aRDe com.O S M nMlP LII4t6e MT4IDRTTe nle M ➢QIGt@t d H'1ROra_ LL roil Manaa.e JPPLE atvae. aMW DQIDDC. 8V M C %TQ� iC ro x.• PEW[ IW Ix' YKMER a YPiaAT110 mm n PO£Sp/T 01 MT.. iMT aEZ1faO.[ 9it1 rave QO10 FA,aT l'WUBT - fJ x Mims SMlla In M IT1fFL 099 9QT]ON ^I@. LmGOt SIRP. D�DIgDyG �FwF�QiH1CP�[ArTOpPALVnGI AOpQQ }�pp�1]d ]P112 tR QamOwTO Lean Qd ]rRWMerCL Or . ]6 R. nW p�5] {a Oyu ryO[ a�� PpeQ a PT IQ 1Y0.WfOR •pn0 S AO aT wt006IfQ rINiCCiid IM Ip6WEL. AlfiaO > M S OO YPm a �T M r011ML .l® lIDl'. 2 rOt MaapW. SQ M N'R]69 -e ff6]QmA '. Yy[1M P Wl m1/ p1 d le eM P HOL RL KfOfi d K• IaT wlSrJ�pT Ot Oal.la .Y W� MIL Q p }cad gPyWty]pI TRSLCY rPOG AO i. PT..• Hii a• RS T OIIl IT IaT2 AO 0.L oLOT a iMi2alQD COIWer COULTOL ]YIlC1O aR CIRMT e21ai]tS 90.L WT �CWECT M . . >]�LLG 6 OT. NL PN /KTORT ?aTi -IID G1 Tn CSRbl: ON' aLM vCln rn2 TOOVMTnO Pi LQEr 1]' NTmL Oeia![TPaL S1 E VRnaP AO R. NM pNT•�H��lflll ImOFIXR10 a' 1O0 9talEleB] ItfalNC w161LOY O4CV[HRR] rYIDr rise. awOCn Ca0lti0e d a COOnT. ttnrEA1TLFE LWnaiT00 d TOWlwrmeS m a6Fg1 nyy �1f 8 iS z• aaoK TY ROd. '. t6WOarm w a yeno. � nOOt RR<R Ynn P 10 R. nw ort9 WTWR Hle[LONT0. onlCltlitll w An ®SCTIfN LMNG. LF13aE FOe m TF] Oe L6] AO A ofril£! CIIJOE rat weC naP Ion PMS � - as o- rH tuxTQaa exam mt w M PTTm CIaY_ TOM 1eca1 VEM rn2 rOt P raP ]VRIm aY M aVanCA opine aM2lmPC QiotN.00me ff b aMe DoTD.G AD 9.[ane 'JT¢ Mt aC O R R. rmL Oa9 Rw an MvN Mt M a n.Llelnnna saLL aC raawm roe A.L uoem . a ImIT ]IXYpZ marrldT a6iPLlLD' '. - � g t 11 i,�} . ;121 aa c t.]TaRTCO4 M = x W ss THa Io r¢r n r,1r T. - C Twain O o ova wo Itll Itae ] IL£i. IOT Catnlm i0wan m s wL rat ln1Tro laRlm wfA]t WED OY RFO TYO FMa,Y waLae OOX. QTdd s1u HNe POT LESS - a Minn i¢ ramr sriTT>m1m oR rorn mrrtea mrtm aMal aC n vx r¢T. b.a aeeplPCtt n RCOAaL KTtaP a r¢T d fJ7d - a S� ■`( S . f i(q . . � - TIOW 9 9 d Flint x461 LL MNE v. w ®r �Tm mvaQ uus M TIr4 Pa CamRla04 AO RVIOLL01TIa1 a ncrw. r1¢ Anrzs rae surtoce sMU ee taair6m _ _ a§ I New York Note: �; ... l $1' ' YTTn�,oaaavrm.0 6noWat rPCae vTPN PS ru w maa]SS en nELLRTm 41rrt0 nee RmaRm. � ��` ' n na. w ruenc TPSanrmP ae w Wm-- a Eama La rR tPrulae ToaWT.. srae L FaaiaC a6laarm. uRlS n.ulrmt s¢TTaes Ao e�Taxc] sae HNC Fxs¢rs �a °cm�cnT°. C Rr]r 4u 10Q oCTCeTOe Lmi 1TEO YITMN m m rE aT T! To M "e bert . ' of m . CEM 8b itf ad profdnl Jvagemen t Ilia I . PLap acrLIMT1 RmZ VLTWS LON60 Q Q6@GS rr>QIM T1Ae R rae RRTm C2]La0 W a STRa d R QTCKN d< YIIMN ID I[ET d R eRira00r1 CaeRO¢Ie A' M Q 91nL1[R 9aLL 9E R rwro I. this PaNOry llfannlhetmed Home Pten has been approved q :. a oRA¢ sat eC v1 w ova raC biTm PF6 ec so.r aasae a HNC v. r.L nna a•Mne tlecivc rrrc slwx IcTCCTae a ®ore see onmo4 rCR Imo s d Hope Wan - Dom o system eet of RBfH plain pteviomly approved by DHCB, 7■ evict' i MWn WW0 d a ooM ar6a]e w a srrmWnT atox ¢Teeraa.ssu s Bleu tin d M . �wc I AMUcation No. NIM-97 -MK Mannfartorees Na 1387, B Expiration Dace O5IOSN0, which has not been modlHed to any manner. a W8C 1Tnrowanrtn !sirr� wo items a11at r i s - tROwsn W�aww soifa -tar cam as snt As umc rs ITfaL Z the mt on affhb FI]IH tin bas been up By purti p prepared ml ri a om umno d sTPSa sal m rm LC]s THW - Part 3 of the New York Statc F4mv Comavatlon C.onsa Code - . x rm a rocs aaa IcTlr6•M Pacaaas a (FaerV lode) and V in rall mmp0anee with the Eoeru Code. ' .. � 6cnr srTHrta m mitae awes¢. sat ror c Ion rral x r¢T a o4>0 ' CO'ae aCi.RLH H+Obid] R ELTYeCP ,aE1WTL AO drOSRC YELL serf¢ sRCroer sat r4ovraC ort]W,m nar rLOOR Lae¢. c- ro Paw srauo To cOm' uml eers ]Iss ., -- _- - _ ..... J .. . - HEAT FIELD NOTES ELECTRICRL SYMBOLS L s Hama maeLS W To ff Wsirum d M GENERAL FIELD NOTES PLUMBING FIELD NOTES ELECTRICAL. FIELD NOTES` L. wea POJ®WIe nmaLl r1M ars THn we vr. t rTe1E n9rALm rave eeitcvi SGfDD a ratsr 6o1ma[ Lwccrrma: . a< row rwTVres tt rANAm Pro nEialitn ai At C�P'��l0.ALn rtaaa Izv¢s m rT.00ts aPTHlOOI Ta.0 a rtr6a r1mTLCnd d naaa spa¢ rnve nw At YaeP me d sin erS2rl6Tr nda9 - tltcrctaL LroMlxrma teru¢N M e uaT rw rRret eml a¢ MoC m ote¢T rgxv MW W wlsxNr ar eranEe ar6 a mrelarm.c rTa =T n seca'[tn. a rtmnc mon svu eC .. M eLILRR fONOt 2TiP OiY d sRe M TrrC. Tb]LS] AI[4wsT1LLRTeaI d PRILAR SERVOn a9 a swine Ta: M InomTUf6I rosewxr sae aC PrrIm.2D aT M LafAL a11anW0 mYS ' 7<6 1aT�ms r n T ssat ae r1eLa ro M MRt 5 Aa W]Elln a T. o- aaiHl ]ql2 IIOpEL] - eteLrR[aL o}12eT]R6, ETYEEN r1meR we HaE w ullCrlw eoaCS W .M LTEO AO P wNT TO IXinnae nmVlnra peL% - . aMllaRe OOLS rae aootTlaal Kd/a?MFN11 . 2 WT1 KPT nmL•Ire Eaun't16FT LarnTCO RT LLVEt On AvOWT . d nMe A6 Meolicrs al misrsTid sat a mvimue mot arrlma. 2 weer araTDet a4c CDIMILTm AT M SITL MT sae S 1QiLD m ar100 w PRaRaA1Q YnP Wont rnrm rrFa M re¢s rrrsl_ C- I STOer noaEL] - ao 2aQ YIRea aRe matD� PO-1 TO Maeiase a¢ asst -1 T. 9 NTa]L OAR nl2 AI m. SF wiRA,md QQTT OrT]M d OaTTDe rORnaE nd. LLaDe Asvae rtnaR. OEM- Nv6aare ®o Pm 91LL � nrraovm 8T M oaa aVLLaII O CmE9 CHoew dr[aa TO ce M FtooR d eTal watt TKSC Ha[CI a¢ ro K r2D Tl101pl aeuaattn raII w M.ISTI I One srTrII w TK aasUellT ltvet HAT maLT � ®ern¢ 1000 i6Wm ro pfT. YRn M FalO.rnO m aeeT b6 W ORCER ro w v'EAnR u i n ro Ca61R1eT sic w M O1Ctn aeS[al Q 1 OIYI mrtLCi[D wiOlta] nRlmari 1W VENT R OOR E w ' Ta AD s]S 'Am W JRO CTMTQS LmIRn m[LiLr ffLa1 TK DO R16R YI4 OROR o"n"T6l HffiriRE 4YQa IrW L]LOn KF]Um ro CM. vOmlDlnal d mint .-]ILL Q of P rL Q ew Snl[MS 90.L tC Te9iep W aommaeG. NTII 9 nrW. PRVT m)2 4J - TelT nCTlma. %e' ] Mraa. PART rtl.i a1 d m A6 m a0 Rai n.i eLL ml AO IPl 1✓S FALL BOa m MRn[6IRT w aaaaosa1 llrlll mie5ewe e0ofa. ro rWweC cad OG4w olX] HIT !'X!>m M Lao a:to-ae .. 1. Pert eorrLCan want A r snTeKl.9 PAS QSTIILLIID W POpa]irLL Y[M ] MCat. Mai pD��¢0.TLRmC �ry[TdmEg PaLanEPO0E�W1��pStI�TCW Stir t (1?} ll[M ' 6 WLOt R®r LASOSITp d M La:1 �iiae Y0.1!• CC9OO gal COnaal HWTCiiIlR ro v6mT M Ste. �f Oa1D!. 1M OG !'Pine - mL1 - KTeOT rat OtsHE[tlPa rOTRai w1Rte aT5i611 aJILfER w PCCOmgM6 Y1Tn OOJERMM Nd1 Yna a Tt10wp INL M1mR FOR wlaO'S ro wS1SF1 wlyjlpli w1pR[ ICfIELT6lm . S Sn 1L Snld . . TRC u1R SWUM d lar0 a6Lma 1'fllafiG MTEma3 ro aNTT m 1x u aC WSTTLLm Y1M COV6E00 - r02 U"[ HWT3. u� 6 STIE® Teal rtmV¢alle fat nmmt ro DEt0.t' smwe fine 41x¢ O:TCRa9 ' .. soo: OTECTm Q acTa am °66:1 w6EBn ° PrpROlae � . nt: UW Rf..71 A 1 .aF6mL`J w MmmW2 HTla cnmm TMW M Ret[PT Step ML l®IIRC R Sifa.ftllOn Ot rOl0a1TW rae wine 60l 6o W .M rO40iTIOH L L V 1cTOL rLaae 0.ME ratPotaa fee r6:rtr sin sw tawrTd d e]rtw+ seven ATER M lac o s-r d aT rV.' Aar rnC IleclWaL srsR]t u earizTen m� oilues w MRSTER SERIES v ALL MODELS . SCFEOULES 6 NOTES ' Inl�]t�[a. WA t= YIELT��.PMIorION Mwl1WT . • wSPCeeCO AO TC9Tm w CO`iOtHOQ W. MTP-`a m 41x1 eE aO1e m P r ;'1pe RA aR]m d•Ima na6sat - - Wc. ¢6t uIDa1RnER3�POF K -c. nUNCY HOMES. Dr- APPWVALUWM TO ff Wsrium m runarle ffFOee -rttLn - FACIORYBIJaT PORiRb1 1587 PA ROUTE 442 EAST, P.D. BOX 246' n MaaTle.c MiOtM9 oaTA -Ion ova Pu �»o.og vcatdica axw- ar 1°� FEB 01299 MUNCY, PR 17758 ] ORN BY I RITE I SCALE I REV. aD- FT -C I M.L 3-22-91 1 WNE 1- 24-2mD la • IT MIAr mclzlrwlc SacvtA.e . _ 9ln.l gEATT4lG BCI D -. FLOOR %IERnmc SC1£w+lE •. N.SdLt . nIG A T 4 MMG_Rr Fl tY8 T u.I+�v t mR Q lCT1iR �NIERTA MT S 9t9nN1rII Lr 9CaAm6 SefflilGb u/Sr Tta rlra STllfo-lilOOe M SOL FC ®. p0 fOi2 P ILOOt .�6T tMi en . y SStL SL31L! Irll GTOC S M1lA! .sit - g biE •3 Rnom K TLTIIOm L aM9llCarmt eir'.Or'I01 P Q>y�OLL }1[ ] Q - SM pG 4aCOG, . .. ]�� 9fAimG X08 SlAi@G• Tao ad SRN[rLO L p dmatPTi� '� �� .:.x• ' P ri• v of A •twtliw a dt fan be A wn at mn 2t' a a ! v v 2d 3tt � at [Orl nm A wn at [an EGa Sn Q R Oa2l - Ivvrs : y .. a. '+L 9^^ae* TassG3 mtsi M ua aat 3 Iao! aTTIC fL00RJI] azsfaaa roe naa 18 W 21 w SP 4 m mn 4 t 2G0 S T Q Q CPR m G Oa SKA @C SQ LQSr bm 4 M mOl 9fAra G SQC Lt OT bi ertfQbil M' N• 1m A MUM V Ot 0A. Can 13Mr mreanTmM 9E(IT10RV6mp0 _ a alrtnat rnM•inrdwteo Irate nAr a sir mlerarro! sI[nnme13mTb TncrC9 Pe.(Q a x a [of,l a. scene aruC bt[ .] - m SI ®b TyM a ri' a 21 am A •Vn v [i2n EG2 A a •2 Q Can 4t 30[al naZ 2V GG Yxp a WAIM -- - - ADO eaIDrt K. S¢ L•Me bR •. Q b R• 1 0 M W 0 W R S b Y ID[ a 12• Itif A wn at Carl .. IXi[9@ >IDOpL iM1rt 'lnrt@!. I - - m v .21 = A ISUM -2 al Cali _ Sir .M San - .. SI[il SIIJa ML S a Md�n O 1 Vt• Mfi q1 $/EPTNING IS AGENCY RATED . z I? , a w SPRLIIb b¢ TeM xY Gc - a a W zrm 2a2 A OaIIN Q Gr CaR .. u1M A nAman a:I l t P m4, "LLB F [xT[RlOt arrlmiimM m S !1[598 a 21 aaf ve Q ..m v.• mw l 3T m m n ew RPj[ r -- i - r.TFx rrmtx n wrvr I nma rrn ov-r r. 2raa •s w —. a . a t91 4 P • a2» VY IMMS Jai R mn Em A •Y•I Q [an ID 11rRAM .. .m YrRZ= w¢ 1TM/aCftmD V. Ilai MuIRY R?lr TaI ?Pl ZOC eASCIf]rt a0aR1 tmmu mAV c9ax a— ht at of .vl+9q, ci+IOelaa ' 4 P 2tlz A mIM .2 at Con - - umM 0 SideR3 _ TTPC a' IIQT' L12 fmi ViL 1Dr13 WfOFT lOO! AR4T SICIIi . ]. WiED 9MCA9mq rRQ! NM IYl(f YIf! 9aTOt SCC bTf] >C bT[S 5[[ bR3 P "L'DTRIID II 2Y ffi STr •i Q Cllil .. xV ae OIAr[R HxIM tno mmem! 2 •] n NO R n wo •3 Cllf[Y TAM1111 a IpPOp(aypt m snm ' 4 . 21 s.ae ST Q •,Ea.VV iRtfl a3T o< Carl • SEZ OfTRR b P M M _ tr Ot 2Y OG �T MT A- TIIOpOIRM4S M1ITT Ta t T ., , `2V R I a I TWOS tll.. SR2T. ][[ 1NM b • W ID - MJ TM ll+R - K �Ayr�yl - P he A l•ASAb 4 at Ca0. - - 4w1 41rM' a t Rr03 ELL 91.iT. IQ iMM b - m f•f - m06 OJa - t8 and - e� 1.[TJ iefr! zY fO:R1ID VTIeI LDC OtMDCQOM ' zv zY m A wa M e m .. a taco. eiE- SM1R, i¢ --$ a - o m - va z]m - zuz my - 3-0 - - CTIIfJt rTWa1.0. ae- r[ao�lale m Sao iY W EGO A WAN •i ae [an _ I rAp1 . W - m - LY• - K - T4 _ LS• OL ZVSIT 1111 Rr6! lT TI®[ at a t 9aTSm f190! tefM w - w m . Iu. 1•T IM 13'4 • K lm MT S aril® 1![TM LLb 01'ObmM ' . a t<' a xt- a ri• E9 A [>dlaf •x Q [an. be STT 1 Q Can ZEO A mma V O [aA - , Aamss STlOI a IIO.SD aM22! TMM w - m In - LL9 T M t® ma• . K - ' II- 1 mvm erol fM f b• w mB - ffi OW - ffi m P. K . a vmA wa QCOn - v z 2 9iLT f w -m uw•1m .. x A •2 tR Carl .. ', W. ri• EGO w •2I4 m [an _ .. •.. '. . a z z SIOIT telaa 9 a- m W ID x•i! - tm _ _ __ - s .'3TOIT -.: _ .rem -w•m 1•W -m . a ! -bmA wn 4Can .. oTO! W1nTR S10eE ] w - w ID •969 I.Sm - 1m Td - TQ - •• ' - a ri• m W aaa sv n at Caw. EGx A •Ln at Can .- • - . m 1 faMOl sl/ATr¢ 310DT2 ] !a - w m • o•x tea - zon va - K ' a l tsfo! WIITTR 31wI¢ ] a - w m • 1ar Ims - 2m wV - K 6erx all!) Pef -d-d i m r' LAWtrpab fMTi�.�abvz8tw��4 P bWee ' sm rin}] • - EFx iNMe eed sf tMa� H mp ELUF1NZ1SF]F<Hb29>t uo EPOR mA nwnaaT _ _ _ . TOR r x- Tm T RR TaP O - u 9a4l 1 ➢F•nr9mtlJfm ] 61 - tt yoWaryfl ly3A'AUP, z ll/IIITS eiOYGC a laa y w i_ C - IQI L W rO •L SM W' n9aeAr1 - W R G43rC 901 lLrO _ Erh OS'�S'Sd..9rhim au rot 6eW amdlCeO b i m wATr¢ 7 m z S .a - a i CawlnaaMf ilq+ b - W 19e - 1t2• Z3I0 2SM K - K eaev Pem6a3Wb FM843m EW 6® 4 2 mIIC IV'a6Rr I1rN .O- • . Iw5 - I aVpppp 20II I I�ra}} VIDiel .fry O' SSi IIO®l ® SM. SZIm. QIIDC �l�Ip OG 9MxCV D 9) MMOOII! CC 1pp >n0 /ao M �r�[� VwIN �9r� 0! •Jrpl® .9� @CCSS a6Q �I1p OL lrCC4 qO K P RSaf&c Ne Yab Srh6a c --.�rim OmR� CGd e . T ' O ) b b —.2— z S•Va -a Tm . m zy . a xy - II l . s• A a- ecmm M OTC a b• A 312 P ! m m Z - 4 W m ri' - t l N ba aeCOiDfDlm uem snm bf raQmmen uam Snm xY 2V ! m . 1 UI[ a - W Im2 - 1.6f t•Tl . tm LLK - K _._ --rISW Cad!. . w m W - a zV -a t t Vx -2 tr taocvmrm I.Gm s.ASAlf s¢b0. A m zV v ! ! O o .W o W - s -4 ri' 4 1 - 2 z l - 2 2M• A sno - mAsna bOm a6 rCdeom® uam Sao v x•' P ! ! ! :.• 2 x nnr QR W - m t•w - IrD zul. - 2W FI . K - a 2 x— arC a -m o2 tl05 ffi Zsot K.r4 '{ " 0 2V'- a 1 2N 9t• A wn P ! . a x 2 3fORT ': 'I01p .. - W •.w 2V -II 2t` -III 1 -2 - 2 N b•A wn 20 A'SIIP bfOm P ri• ! ! 2Y {N a+C w-w mo•U•t I9:t -IW HH - a 1 1/2 aYC b - m ®• 129t IVli - ir4 LL.P . K 1 ' {, .lm IV - a b' - II { i >R t EA IfLbO® 14D 3110 2p ST E11D lr P ! ! Fan MOi3 9rLM- PQCEGLAICa G1 bnllar eC Omil[f P P b l frO w OOp bi OT ®M aiaWrm' . a i a.0 b - W mb - Lla 6]r 1® m8 - K - 2y 2 2 STOST QYf: 12 .O - W to -ITS. Zl6• - 2•M H - K . .. iW . 0. 2V a 2V - 4 t - 2 V2 1 - z EM A wn b+ A wn v ! ! ! } bT00 br TO 00'lID A IOM P vr. m 2 2 STaeT aR a a W ltm - t]9 mt ssa e! - H � - mi 2V II t - 2 N 3J A STm . a ! } MIMraCnBR Mq OTTTW P OCJm90o M Stt9 OG 4104 Slto aantnTTaa aIR easess aM [4a96 G a 2 2 Tar •O - W I•a - T1m itw - zIM K - fa • . " " } IOt IfnTe vTTA t210 IwS STSIpl9- IK W I'! 9MIlTTT %LS. & fOR MOTLS rTR.mRL w TMS IMQr. S[[ ra¢ ]it P m R iy 2 --Z a 2 !Tr[ II[ill 9a ai<IQ 12 - •l b - W ma - u•a 29l • ?S8 ' 6lNMIDO MIMA a ] O!C KM 950 mUQ b - w mm - ua i•rf . STIr H - K - - :y : SPlieOt ss- sl a - w ua •. u.. ae. - z•Ga H - ec , m 2 Sllie0l S b - w 129 •LID 291 25H K . K ' . . _ ' - _ .. m 2 RiOR - S b - w W - Nre NW - a10 K . K •l' 1- 6 MI Y00 IOL CMmrTAyp iLL PIm9 E)Dar M MRIllaO m12fiT r 0 WeiS101. M •OI 215' mMm 0 aNprtG 'FIT .. IDICS .' - a!ClT, bM09fO OCfi R 00[3OT patQ 6L9 1[{YQ. Nll04TIN Q MpmLJM lOreaT! p etnvaiw a9.rtr. .. nr![ D N! W R !PI26C IQMi nreu D rat w R 9a1 mC .. S - rt OOC3.10r palLC t!➢o mC -! p e0e8pSTT3 T W0<ff�lT 0mlM1y 0.L Om0 C1mf M MRAl90 L .IR 1 NR QVDI p ILILXit /00i. - . 1 a" Mil[ CYWOt LRT 9'llma D WTO1(alf 1101 M pSIAAAINI 01 a �� } 0 TI Y00 IIK D �O�r9�M nRfUM mWR 4• WIta1R Vr . T . IS Si[tl rtAIC riRfOm TO M C9R[r 606F1C - � >Q Nn T1Tml IQMlimll RIM OC1PR} lri3 -•. .- RG bi3 9M aRr QL bi3 IIaI eC 0911[A P R b WTOn eMfz D IlW Vmm MO M O® IOf [ % ®M -l0>QL a aOTin rOA0a1TM RJTa fat mOaQ�OR AO f2MQ � " Ol.Gt2.alED I1110M P M SM } biOO MOT TO E>.t� A OPM P VT. - � 6 . rae�RlO�I IOU � >Q�abMO�Em •. . ' �t� . ' ' 6 IrraI11CA@ ef9 PROI P O[la/apP M. Sil9 OG SPIOG '. t 3(121 QlO2AROe aIC eASm d O.mt6 G ]. L0.YJOli MlL llr0 m Mw rOl6i PTT06 9.01 a3 !06]6 mL3m 4003 mOO. CTG »` . . fat uaD V[M rl[S aRme9, tnm ac ar¢aac .. . } m TM om bT arrlr w I Sratr uMT Imes a anz rm at snz Q ]/Q 1® tees! } mMIRT 11m IQr i T 2 9TRI IMT N[iM a L12 1oa. SQ blC nL I -. ' Iraf ¢oa<Sr. - .. - - m•sI.tlMer 6m bT aRIT . TO 2 Sian ear tAp a ]nz SOP uoR M RTTQ D Ifsm IQ S1miL S[[ bR •IL i _ .. .. ss -limc3 r � wo •m m bi ea9lr m Lm rlxolCDa3m tl6GO mm .. IN TOR - m 9 GQ1A0 9QI lLlO (52 biC S M W .. !�•.r..v.��+n }Q /AeTaw - ' n104GM - • - tIM9aT] ran NNYY�� of S[3 RCm .HOC JLAW urti em S b SCCm OSUC y MO ! 1 Y• Vii. I 2V - 4 W- II i A STUD -a ! l 2 N' • II 2•- a t 1 E• Sim a] A Silo biOfD v W ! ! . 2 V - a 1 t V2 Eu A SLID Mmo[D WW.TW iY P ! W. 2 2� 2y - 4 W -II 1 1 -2 A STm 1w AM. v tr ! I• ! " " - ` .. - ' x SV- a1 -2vi . '. .. OEPANTLM4T OF STATE .. .. comomsm ALBAW. NT D23140M MRSTER SERIES I a . gm�esAW1„rras�mm.xsMadaremvaaax - .. ' - i•i4.1499 FL- n00EL5 N� r �aAF916r STRMTURFL SCFEOLA-EB 6 NOTES . . rO6.�rrfr�a.v.r.e.�m90 .ea NUNCY FIOHES. INC. .T.rra...a • 1567 PR ROUTE ' 42 EFIST. PA. BOX 24.6 F CEO emn coal M cm Imm QS.DG raoaa la'r a .6"Ot 1MO�nn bn •aow aac GA9amm n.o. rci3 em tc olESliz><P a a laTOal mi¢ D a16Nmm ab G� -. MIAJCY. Pei 177$ . P A a LATH I mr¢ D reWW® Aro r 007 MOT o® M OiBLMm ILItM 0 M ?Zl9 t MOTOf� bT 10 [7$D A fOp PVl. w =3 bT O aantArm ll1LM P M Sra. 3-bT00 br i0 CiC ®a x}11 P V!. - - 0(3.1 BT. ORT1 SCR£ REV. NO. } IrWR11m !f0 4rID1 0 a0]m✓9G M SM OL 4106 } enlII10A2mt tf0 PTft•I P O[AtlA9i M STUD a; sera! •- N Ue6lS MM IIN 9mI TSiCR lR b fAdII OAIIRIS MiYC 3. R 91YVRT �r.b_x 0.3' }193 .Ip[ 2 -0-�- i• 3 T 11 f j 9 11 t �a t STEEL COLUMN.SPACING MAX. 1 STORY CENTER GIRDER MEMBERS UNIT SIZE AMOUNT CLEAR SPAN ' 24' -0" WIDE 2 X 8 4 MEMBER 7' -0" 24' -0" WIDE 2 X 10 4 MEMBER 8'-6" f 26'-0" WIDE 2 X 8 6 MEMBER 8' -0" 26' -0" WIDE .2X 10 6 MEMBER 9'-6" J 28'-O"-WIDE 2 X 10 6 MEMBER 9'-6" 32' -0" WIDE 2 X 10 6 MEMBER 8' -0" 1 112 TO 2 STORY CENTER GIRDER.MEMBERS UNIT SIZE AMOUNT CLEAR SPAN 24' -0" WIDE 2 X 8 4 MEMBER 6' -0" 24' -0" WIDE 2 X 8 6 MEMBER T -0" 24'-0" WIDE . 2 X 10 6 MEMBER 8'-6" ' 26' -0" WIDE 2 X 8 6 MEMBER 6'-6" 26' -0" WIDE 2 X 10 6 MEMBER 8' -0" '26'-0" WIDE 2 X 10 6 MEMBER 8' -0" 32' -0" WIDE 2 X 10 6 MEMBER 7'-6" i i i �r i' �N 4 r n {{l C j G -------------------- a----- - - - - -- FIELD a, .NOTES . P wm..e ate! Ie]L aLaMl 9a.4o w M h . 1 I .' I i asax�nm i.c�%+c�irc„�uen¢acns w.L 1 ' _ _ _ _ _ _ _ _ _ _ _ I--- i pRpaw mDIC6ID•< :.gw w /tLOR rrlar mllLT NX. -_______ __________ ___ __ _____ ___ __ _ •] 1! OG EPa,' 1 nor avE TO FnI a a M O rnr oytlar+a raiSurml M a I' I $ QMfO! f DII]C 9P�C TPB L M •Y I € F6M, mR R R H t L PRE 5UQi5Tm F E FtOL WtfaV REOuRED D4 CO aECTON WITH . I 1 I 1' 1n afIIm l Oan1t0mOra 1 I MmOOat t ] t'HSiL 1 n nf[ a cm[ v .. I R u Em m' A m 12tS IPAOrC OQCBL s �aua cost lo,o•.. . ' , ' I I - FIELD WORK SET- P/OISTILLPTTON tF T!E I vpaaua a ai raaanrron ' V. am mamlo no Iwwma ra len v mwn ' 1 WIT SW LL OOtE By P P£ v a91 w aatM sZS Ott RA 97519 W 501E WOITIQ'9. ' I . la IalOiirorl M1/Ma wOlaLli�t1 maM Pim b SEE NOTE 18 . i 1YOaRT tmlmcrmamiu rnmaa0 VIII S ' ,_ _ - _ • .. .. -- -------------------------------------------- - ------- -- ---, -- ------ ----- -- ------ -- -- ® - ' I I r m �rtinw�y � �IP.mmMtm _ .. •: ' " I I . I w•n -mac emaoa wo aMerm m nc t rasa euamao tar¢rcl� flew j I TYP. FOUNDATION. PLAN YOrt Nele: .. _________ ' .. .. SCfI.E 1/4'°r-Cr idlb bea afmF hrwleaap'beaefaid vaT�l� ... ' � ' 4 ] a .. �m�r � a 3f ,P Rau rLR• R 9•c= maA ' M .. - � � 1 ' kl' 1 � Q yyS� E � . I 4 . I I I I : r _ _ ��j r - - . � V • r - - • 4P ]6 fRR 1 I COC rfG ��1 ^I I I I I ❑ I �1 �J I `❑ I� � I I Q I a ]p8m (R ISFOD�RT 0 M 6m.LR 16 POIIIRINTrol1 Of�T IOR .41M00 v QMOt m� - tt I��1��1CR �� tl I I mi nor[ oaa a Um elm 0® m1O - a � I `• - - SUGGESTED STAIRS, STRAIGHT ' ' 1 i I � I � r - _ , I i . -' mw _ .. r 1 � smmf�c waefSO w K�T0.�� mW{ � No antcmtL mon 9[fa_F. L/2'r-(r 5W tnTE 9 2 I I 1• 1 1 Y • ]{ I I .1 I 1 u a.M a IOR POmTlafl rata u aVtl ]rant raSOa R0. Q 1 tT N[L!1 yJ �� - F I • _ _ 4L NOiC ; ' ' ' RgGQ]i Q lOIr] FMICATM fl-HG ;*a WTPII.$ r ' i 11. OMO ] 1? 10L C04PI4 %mIDSR . L PRE 5UQi5Tm F E FtOL WtfaV REOuRED D4 CO aECTON WITH . I 1 I 1' 1n afIIm l Oan1t0mOra 1 I MmOOat t ] t'HSiL 1 n nf[ a cm[ v .. I R u Em m' A m 12tS IPAOrC OQCBL s �aua cost lo,o•.. . ' , ' I I - FIELD WORK SET- P/OISTILLPTTON tF T!E I vpaaua a ai raaanrron ' V. am mamlo no Iwwma ra len v mwn ' 1 WIT SW LL OOtE By P P£ v a91 w aatM sZS Ott RA 97519 W 501E WOITIQ'9. ' I . la IalOiirorl M1/Ma wOlaLli�t1 maM Pim b SEE NOTE 18 . i 1YOaRT tmlmcrmamiu rnmaa0 VIII S ' ,_ _ - _ • .. .. -- -------------------------------------------- - ------- -- ---, -- ------ ----- -- ------ -- -- ® - ' I I r m �rtinw�y � �IP.mmMtm _ .. •: ' " I I . I w•n -mac emaoa wo aMerm m nc t rasa euamao tar¢rcl� flew j I TYP. FOUNDATION. PLAN YOrt Nele: .. _________ ' .. .. SCfI.E 1/4'°r-Cr idlb bea afmF hrwleaap'beaefaid vaT�l� move maOtmt ' v Im rmomlm oamr , TYP. FOUNDATION WALL CENTER COLUMN UNIT CONNECTION DETAIL sic I+r4 s e- 1-w scam 1-"r 1 .• am ruFamrm osml CRAWL SPACE DETAILS sc, a I-•t'v' r1OfCic velanrmr v FoLtl3TRIDN PLA04'DETRIL5 6 ND'TES 1567 PIi ROUTE 4.42 EfST, P•0. 80% 246 . MU CY. PA 17756; FN 6Y ORTE REV. N1 S. 5i 3; e' yl . SL PCrlaa ROOt i7.Ji1 R 407M - 2L rat .3 L Ihb Pkem Mamhemee0 Ilm= W111H1 pha hn brm qWm MHplam Felbro$'app=LM7.HQt 4pa..d Ntv I AppOnllm Na. mi nor[ oaa a Um elm 0® m1O - vin yr a tOO! m m catRlm - - naee0SC31ah..Mrh tiamsb®aWimdmaq ma®c. SWQ% hf b b. b,b 0 d- i. ' IDlra, v rr.aoa. �r a rlc acvam�m v TC mmnmL ocimi. Aar oo[ maarm mgr a xrrla_ vzvp vz azn mr1� ®m .wrnum amriUID m eiaae w - 2 the eaap polaop OrLb PINH pha hu b®pnyaled vdet ectr� a mRr vrn au mee me . Pat 3 of We Nn Ym31Smm Paep Cmtaeatlm Q-t Cbde .... - Omn Cod.)aaAhm fob—pu—wfth ft E—u Cow.: . AW - � MO 'RL lI.I1fE RL laiC •19 ., � M iQ1R 9aM feS mlGarm F • . _ e La ml IIAiC � MOIL .19 vz+a+az ILarz ratrttl ro aLTOblaallT 0 or�T a xnaa mmracrml M aVIlDfJL� wmr rntir umu lu Prtuoac axcl raa ata. � mi sore .. cunt wrnl Iu Im wms F . ]nt snot y . v ]am os a arolr was .. .., v si•9 ar u start . f. _ .. . vz+v woo trot IT 11M'.0 p IRa1 Oiw lea . - VZtOS IMaIiR aRT >t IMaC CmQ l Pd OG IVeC YN01 rntmom m ' M 1�1 01Q1 f80aa t TO' aL IMK Aa YOa1 MIS m �� p ryppRl 11a .Q U Ot lVmllr IaaR G• FIELD WORK k' � 8 � xLwrz n "t g � meralmlr ua sa atmo rnscrt t - _ - � FIELD L10RK 33 j' b . b - n�c - _ • � L` vlave ma®t g / R ?i ui • omuurmM o tar araul tae aMMm auoir. a M 1 -. a . tat naanrmM ammrioln t ! 'PZ APPROYSL 70• ' �1 ->T IoR7TOfF PJa�1 sa sumo ✓: • . ., - (at: Wi0O1NOf ear AMr m YaM r? a0. MASTER SERIES �c moRTa mim RP1401, TEE 6.ELJ- move maOtmt ' v Im rmomlm oamr , TYP. FOUNDATION WALL CENTER COLUMN UNIT CONNECTION DETAIL sic I+r4 s e- 1-w scam 1-"r 1 .• am ruFamrm osml CRAWL SPACE DETAILS sc, a I-•t'v' r1OfCic velanrmr v FoLtl3TRIDN PLA04'DETRIL5 6 ND'TES 1567 PIi ROUTE 4.42 EfST, P•0. 80% 246 . MU CY. PA 17756; FN 6Y ORTE REV. N1 S. 5i 3; e' yl { 1 F f J + NO7F5 ' e n¢rao4 wrour n evermrmrrv= araT. • e s¢ amT. rn*a •z art Y ocrn area r:ra - i - z o�iT smurr wo uar a® pe avasormrr4: s a xr Y rae oara¢ CeQxei so[na.c �y �' � as court rorzy °nawrror am4n wo ' , r , I• • ' •_ -_-� "R" BOX oL.•. BOX s u�•� BOX _ - ________ s - T arnxme Ysrsus vet c°nm e+ O• � _____._, x f � mnsdmnvu. • e S re0 u sroz aet¢ra ni �'0u� e • � � .- v.°ra Te eoau w eesrrar sa Tc n .T- aT-: i ar- sN— e e n u _ . e _ ar.T u e¢ rmc •x ¢r•m 1 �v10 s A X - '1 .sm enn �— ___ __ . A BO m a "B•, BOX „�„ BOX t 0„ BOX " °° ---- k• .. • O S .. s ___. 3I.• 0 -J' - . , i vr0 1 . •I. ' ' a SQ 6LCT. MTC •x. lrr Y. f ' I __________ _ . I'i Lv hill ' • � QJ .,8.. BOX am TYPICA T(2IGRI I AYfll )T @ : ee I I rl x® enx I i„ La "0 .. CRAWL SPPZE OPTION 1• v`-0 v.•0 AC L•g etm enn — J'' xmo um I ---------- I q.. BOX me wrC ".BOX I "Q" BOX I .. - -___. z• mm eru.: sxm eru, . TYPICRL HYDRONIC HERT LAYOUT - - -- - ------ - -- S. oo .. �.xc$i• smur+m I � �� B v - -- -- OV ISO "�^� I ..8.. BOX. emwm P6"pNC I 4 ESjo mein $. m °q e a: MASTER SERIES SPLIT TEE 6 ELL, RANDf TEE 6 ELL a° i e vam I I mm vam ELECTRICAL S HEAT LAYOUT MUNCY HOMES, INC. 1567 PA ROUTE 442 ERST, P.O. BOX 246 -TYPTQ8l El LCIRIC H RT LbYQUT MUNCY, PR 17756 ORN BY DATE SCALE REV. T. NO. 5 5e a° m °pRa r t szz se v4.r Q rls se • 4 all Ail! 11 7acmoow • G C E: rnn A O r. MUM FLFN I PLAN 2 PLAN 3 R IN IM - WN miss= WSKINKE x WIN J� 1 A -q F LS---------- ITT El 909 FM El 11 K Lij LLU LU U=Ltj . LLUJ -==C MWT ac� lyp npT FIREPI FEE SCFLE: 1/T' =T-0• Typ Frxnm�E CLEw,*cm 003r-BIA, 3 Wo= -W�CDU=7" wcmrrv= I*;LIA.= s Ljmu— Oc= To . r. L LmNm Lnfana '7 MASTER-SiE� S- ML MUNCY HOMES, M 24§' LW PR ROUTE P-42-5;ST-P, int CI 013FT rnN TGUERTIONS MUCY. PF1.17756; SCFLE: OM! BY DRTE SCMFPZ 0= Em W-- BEL. ME mmm= mmm� Vm- Lij LLU LU U=Ltj . LLUJ -==C MWT ac� lyp npT FIREPI FEE SCFLE: 1/T' =T-0• Typ Frxnm�E CLEw,*cm 003r-BIA, 3 Wo= -W�CDU=7" wcmrrv= I*;LIA.= s Ljmu— Oc= To . r. L LmNm Lnfana '7 MASTER-SiE� S- ML MUNCY HOMES, M 24§' LW PR ROUTE P-42-5;ST-P, int CI 013FT rnN TGUERTIONS MUCY. PF1.17756; SCFLE: OM! BY DRTE SCMFPZ 0= W-- BEL. mmm= Vm- CIANK SLq3 MFn QFTAn Typ . WOK Lij LLU LU U=Ltj . LLUJ -==C MWT ac� lyp npT FIREPI FEE SCFLE: 1/T' =T-0• Typ Frxnm�E CLEw,*cm 003r-BIA, 3 Wo= -W�CDU=7" wcmrrv= I*;LIA.= s Ljmu— Oc= To . r. L LmNm Lnfana '7 MASTER-SiE� S- ML MUNCY HOMES, M 24§' LW PR ROUTE P-42-5;ST-P, int CI 013FT rnN TGUERTIONS MUCY. PF1.17756; SCFLE: OM! BY DRTE SCMFPZ r tls @ 9alat ouml lem m� m au . e® rplTWITmO ro UiiR1lD 9 m 7 rn. nml utTac o rn. nou .anr . t� 11•Y,iW m 11(It! flctFR . aT�AT R��O�OSFl n TO . s rawcciml ro 4c 9UfOr Is rat nmi + 11!! rJ �,7Jt !1f_ 11/T atttlnRramM n VENT OVPTORY N A VENT - FPY'TORY INSTW I cn FPGTMY IN4TW I FTf - "Imo7 vlivc gym® ro.a a9ialm 41rtu I I / _ � r r w � �lu'�w uvpo levee l —Vllr" To vlic Q . rtt nmi avYar 4L.Y11 roR a loam ro s -- YP on�mar imrma Yn w wr e rmTr@m r@ we a+r raa rtaoe ro s vam.c rarl Print Pa ox RGT S p 9K FPS PS Wlpt rrnlpl //� rat Rpp1 rRa1 aurar TT6m ro rare y" P__ � �qF y'• r� rawrt@I rmm �Y DaIiNS rlpm L.• IrILT I16m ARnFR 1£GTER a . lYT1itT A n iNCTq 1 PTTM TFR tl [L9'T a ep Y 1- . FIYTORY iNGTW I PTTM �wa a me r elwalrc • IV04 9Y0 I N{L�£K cl1PM A VR1 T . cW'TnRY IMiTW I cr+ T . T vin s vet OOr6iklOt �u own uaam vwr a oaml ISd - ume n. w TMI Pn w rm1 ae rue w me ru mfr, aetecrm9 m eunml wp Pa ror : vin ri0n - ro v rtm erto .draa �/' Ir nt rixnilm rear w rue tense vz r I'wf T maP rvr m rue wean .snr_n fGif. YPSR = T 9tliCI1 rtrrua � _ S M1lei ' fal M1091 . JLr p�L a�� IGnc EEGGILC TYy.EIWEi L��rayon6y F 11FSCTl�L fJyg f�lralLL f7 LLpII I �T .1T Ia1 RaPr •t . ral Rma • i Y��T�W C 71LLEIrF�71�L{y5)'oLl 11� �TC�v roi�r - IT Pal rn. w @WI r mm h a a�aroz @IVr Itmmt [iIFTA) . 1� • �.¢ITw ro mic rTxilec v t ' - r na nine . 6' I. c A•T}prM r i• 4NC Pro 1'avPTprY a m GPCrezr IrsTrir PnM a ' �SM1TgS s � 1 ' VMr FAi'TW I CTiM . °d e . 6 e•9zz, -u 5 e �yE. rvr x a � H D - a xsaa �yg'� Egm a e: �: sins. sec C az �t 2: FM Ra@ B1 6 r a o a °$: +kk,3s . z 4r ®isaQ w in oa mn9cs t 6 �t <{il t.6 �7„ii �'_ C.1Wl MLrm110 i91FH eprr@cn . tls @ 9alat ouml lem m� m au . e® rplTWITmO ro UiiR1lD 9 m 7 rn. nml utTac o rn. nou .anr . t� 11•Y,iW m 11(It! flctFR . aT�AT R��O�OSFl n TO . s rawcciml ro 4c 9UfOr Is rat nmi + 11!! rJ �,7Jt !1f_ 11/T atttlnRramM n VENT OVPTORY N A VENT - FPY'TORY INSTW I cn FPGTMY IN4TW I FTf - "Imo7 vlivc gym® ro.a a9ialm 41rtu I I / _ � r r w � �lu'�w uvpo levee l —Vllr" To vlic Q . rtt nmi avYar 4L.Y11 roR a loam ro s -- YP on�mar imrma Yn w wr e rmTr@m r@ we a+r raa rtaoe ro s vam.c rarl Print Pa ox RGT S p 9K FPS PS Wlpt rrnlpl //� rat Rpp1 rRa1 aurar TT6m ro rare y" P__ � �qF y'• r� rawrt@I rmm �Y DaIiNS rlpm L.• IrILT I16m ARnFR 1£GTER a . lYT1itT A n iNCTq 1 PTTM TFR tl [L9'T a ep Y 1- . FIYTORY iNGTW I PTTM �wa a me r elwalrc • IV04 9Y0 I N{L�£K cl1PM A VR1 T . cW'TnRY IMiTW I cr+ T . T vin s vet OOr6iklOt �u own uaam vwr a oaml ISd - ume n. w TMI Pn w rm1 ae rue w me ru mfr, aetecrm9 m eunml wp Pa ror : vin ri0n - ro v rtm erto .draa �/' Ir nt rixnilm rear w rue tense vz r I'wf T maP rvr m rue wean .snr_n fGif. YPSR = T 9tliCI1 rtrrua � _ S M1lei ' fal M1091 . JLr p�L a�� IGnc EEGGILC TYy.EIWEi L��rayon6y F 11FSCTl�L fJyg f�lralLL f7 LLpII rtmsc Y[nr rar a � r vn .lance real o.mrn , uau n w roar a, srna na9c j �nTrm t UmID �yptoQ ,1 �e v"". roe Wreivat Rfrm, a art a a �m enm unT[. rma varum Wo a11.i sl¢- ro ptlpo P9TY[ roar IIaC[ mo IaIN r rma I@ a►. oo° o m sFa°Amego Y�nN ILIMO ®a r wa Pu o:r @ oaa�m 9sar. m me art Imm 1arr, r rma am orr. n m IaamnT snip) toT ep �✓>Q IRLip i1LVC a ro s 1®ittm c uarrmP v wru raTU: r m rt�- wtoe ronme p nmac. a 9RlOa @ e® PMO. 1RIQ rcPlca p ri11 a a¢r r rar 9urbrr .slum as v[ @'ia° I10AI11[L IXfIXf. IE�Sy� ®� �p1R�Tr. @ Pl JRDfl Y6i IARIIA 1�L 61LDli .IICim[f IVQ y�v�rt 4� � 4K11 RI[- p./09TIIQ /llY+®G 101E .L M Y.4T 00�— lO6L r@ mnm as¢r ro rmsr IAa9ld. pv�® m :V Lm 1pSSmIL T1R! 9LT s . 11leM�odl�llvOWOPa�m oamum.w rlma p sine or UT62R PImt1 VWpp1L nLLaM. O MI a�lr pIM 9�OCC4 LL 04 a Nfw R9lil8 emmprlr Orr9n WL R10il,RD p rIICTwf I@ ![R IRE® T6L @ a I@f RYI - ramps= e�Tnrtwi�o�"n w�i ®� p. I°PSaa'a Pona�n. wiror �i _mn na ultrcr m oamlm . mml em r@ � rAt W p.�n aai s v �b . a1i9 rOlimL wtpt a11LT 41lPIm lraL Rif[ OIRLT OD 9'I m P ®iWQ rrlM M RDDtlt6 Im1 p M ratnii @ BpiIRL. ro wnvm[ M as w TArasmO IIf1P aY2 pap! IO OT1ppDC i101' ®p M Cm[ piT p OLlIMLT L1Ca+l !IQ P@la 9RL� . Tsaiwtir @ wirne[ lsaaam ra 4wTpe nFTIY ISpi Wie 9! [ I�/tm �a1R as r�aal'�DD W�0 W@11piT TP�01 P01D9 Ir!! ' 1KLL� m�nCib V Oti[1! 1'a�niml�0%AroQ aR ®6 HOI Plpl➢O Y6T �fIPCL YfLz 9m- S LaOrmD Nam M OVO;Itd naT iD Cwm a M1ra0 IInTC /r. a,¢r A His� t ' MASTER SERIES at MODELS PLUMBING . NUNCY HOMES. DIC 1567 PR ROUTE 442 EAST, P.O. BOX 246 MUNCY, PA 17756 - I �T .1T Ia1 RaPr •t . ral Rma n BSI- $T�$j�1j,fRj f,GG E GT! I1 C7ILLEIS6GI6¢I [firy L,pI3�i M Y��T�W C 71LLEIrF�71�L{y5)'oLl 11� )IVm' G. I MQrtl1..= - rtmsc Y[nr rar a � r vn .lance real o.mrn , uau n w roar a, srna na9c j �nTrm t UmID �yptoQ ,1 �e v"". roe Wreivat Rfrm, a art a a �m enm unT[. rma varum Wo a11.i sl¢- ro ptlpo P9TY[ roar IIaC[ mo IaIN r rma I@ a►. oo° o m sFa°Amego Y�nN ILIMO ®a r wa Pu o:r @ oaa�m 9sar. m me art Imm 1arr, r rma am orr. n m IaamnT snip) toT ep �✓>Q IRLip i1LVC a ro s 1®ittm c uarrmP v wru raTU: r m rt�- wtoe ronme p nmac. a 9RlOa @ e® PMO. 1RIQ rcPlca p ri11 a a¢r r rar 9urbrr .slum as v[ @'ia° I10AI11[L IXfIXf. IE�Sy� ®� �p1R�Tr. @ Pl JRDfl Y6i IARIIA 1�L 61LDli .IICim[f IVQ y�v�rt 4� � 4K11 RI[- p./09TIIQ /llY+®G 101E .L M Y.4T 00�— lO6L r@ mnm as¢r ro rmsr IAa9ld. pv�® m :V Lm 1pSSmIL T1R! 9LT s . 11leM�odl�llvOWOPa�m oamum.w rlma p sine or UT62R PImt1 VWpp1L nLLaM. O MI a�lr pIM 9�OCC4 LL 04 a Nfw R9lil8 emmprlr Orr9n WL R10il,RD p rIICTwf I@ ![R IRE® T6L @ a I@f RYI - ramps= e�Tnrtwi�o�"n w�i ®� p. I°PSaa'a Pona�n. wiror �i _mn na ultrcr m oamlm . mml em r@ � rAt W p.�n aai s v �b . a1i9 rOlimL wtpt a11LT 41lPIm lraL Rif[ OIRLT OD 9'I m P ®iWQ rrlM M RDDtlt6 Im1 p M ratnii @ BpiIRL. ro wnvm[ M as w TArasmO IIf1P aY2 pap! IO OT1ppDC i101' ®p M Cm[ piT p OLlIMLT L1Ca+l !IQ P@la 9RL� . Tsaiwtir @ wirne[ lsaaam ra 4wTpe nFTIY ISpi Wie 9! [ I�/tm �a1R as r�aal'�DD W�0 W@11piT TP�01 P01D9 Ir!! ' 1KLL� m�nCib V Oti[1! 1'a�niml�0%AroQ aR ®6 HOI Plpl➢O Y6T �fIPCL YfLz 9m- S LaOrmD Nam M OVO;Itd naT iD Cwm a M1ra0 IInTC /r. a,¢r A His� t ' MASTER SERIES at MODELS PLUMBING . NUNCY HOMES. DIC 1567 PR ROUTE 442 EAST, P.O. BOX 246 MUNCY, PA 17756 - 3/12 TRUSS ROOF (OPT) FM ON STTE FRSTENDG SEE TYFICFL C0e6TRICTMN OE7RIL9. SIT T FM MTIP PV*AAL yr m sir aa. m . � mrt. iv Pewrzm es¢ wrt a yr sne m TYP. CROSS SECTION Ali as a srrt mn. an:z von o¢w�i 1I'>'Y! Vt mM..di W. Nl SM014 wML9 �Tl / h Foe mane mnm. eNO° m -same TYP_ CRRWL SPRrF RO SS SFrTTQN SCFLC_1/2+nIP - � a0 Nm,S PER lID ��Mlr Qm2 $ 9EL7TCiT1°° Phan roe mm orsTw.nsaesa.J mn. es m srra yr L wm nJm vrJ m smn .e»eT. TR nmmea es¢ ws a — as • Rr ac m g M Y PQ e °�e`e JeU r E E 99 I+ CC ba UVOM � rnemn m s re:nm° ezo oa= c A ' 3/12 TRUSS ROOF (OPT) FM ON STTE FRSTENDG SEE TYFICFL C0e6TRICTMN OE7RIL9. SIT T FM MTIP PV*AAL yr m sir aa. m . � mrt. iv Pewrzm es¢ wrt a yr sne m TYP. CROSS SECTION Ali as a srrt mn. an:z von o¢w�i 1I'>'Y! Vt mM..di W. Nl SM014 wML9 �Tl / h Foe mane mnm. eNO° m -same TYP_ CRRWL SPRrF RO SS SFrTTQN SCFLC_1/2+nIP - � a0 Nm,S PER lID ��Mlr Qm2 $ 9EL7TCiT1°° Phan roe mm orsTw.nsaesa.J mn. es m srra yr L wm nJm vrJ m smn .e»eT. TR nmmea es¢ ws a — as • Rr ac m g M Y PQ er nc K crP. sx lQI6 OQtC t °G 9'nm° r DETR1L 'O' r Wore r A M Y rfR .Sar 5P[lm. OeQ a 9G EPRCpJi DETAIL T' I+ oauntca viva m� UVOM � rnemn m s re:nm° J ) c A ' AorES ' amaa m� vcxrnnrcm a rnrmun�r o amuc �a s'w 'iuOsn°� d°E$' °r�u"4�14� �$' Lioesrmn� ur umc sn: Rmr . a n aer m¢ . �. >T « sie•. _ ___._.t!v m u1 Nau ro Tem "' . eT m srm PrTOe oveRae n . IEA071fm gffRT m eJSan _ erlY m Tv m v'smu° m amafR D TRF T "R" OPT Fni nTNG OVERHANG FTFI D WORK > a SOLE: 1 VZYt T 90aE t t/S�1'•0' . OR n WORK ' �.L—DETRIL m : »� arc a � a°GC ave aFNnoo cg°¢M � svvcs� s. z eJn mL ur. roan ° rV80G rna IrTJ ammJe lOTI°f ICI d nesurm,e uiva ro wren sm vz osi enT r nc. ma t¢+rmm °mom sx M s p�gJEa m gimme er ea4 m amore '�' • .16ir�.c m'a6 ea. � a: r.rryR I D THE II "B" . nETRIL "C' O TAF i w'1--" ' SCiLE 1 V2'•t'•P MTI P -Il SIDDGI SCTiE: 1 1/TO" MRTTNC RRFA CROSS 9F Tc TON srnO I/M-W gi)1�T MASTER T and L.5Hfwrc RANf21 nO0EL5 .. `. -.• CROSS SECTld'1 MUNCY HONES: DC- 1567. PR ROUTE 442 EFIST, PA. BOX 246 MUNCY, PR 17756 ' URN BY DRTE:. SCRL.E R£v. ..'isi • or�� rti sz2 -st: swN 2-1s-1 'TS". J` T _ _ ., •• •• •' - t -m tm FIELD WORK`, w1o.s. tr ec d sere !�¢ ro em¢ mr. 1®cc vr2n,.0 - - "lprc .t nFTRTI s2 '- FIELD WORK mma v oc d s1TC em¢ ro �¢ . NOTES . .., em¢ trwn arr n ort cart � - - cart. ema vpr, u tmc n 1 Rm¢eOP@I wt[ oarw2m A nnatasl v r mnw" rcac v war ro w2w ro: eTTrt vcwrnmmma �a. 2» 9/ H at CDA Y'Z1P+S Ot OZY. TItR QSOt RpGC tr m_ — .rm1 al m vitae r[x tm 10! WLS O u OG KAM TO rlwa 6Ire1 n.. I� O K� .R1X�lii �e�iaSL� _ LC6 . Rm¢ eNn - s rniam L9 m mr Yidlpil.4J►!@a m Ort0 TIES mro 1JQ Wl p(ar0 Hens rC $r .!000 i0ID M� . 12' OL M1ATC IO MlC a2ro - .S IXT OaL IICdAMIIXf W GIlI4Wn LNTOCi llfiCW eC [°sttr >rrtm nTrPd vtln ro m m rwwas ®T' pRUl9 PT 14 a It• OG s¢ 9ewloermo . TAR TttlW r..ral abalPC9 >» tnrtoaun LfrtOet eePCD+G ro K F11UtLT 910211 PTTi01 ITM m SG 1Att.8 . flit LaRJ d ttw1EO 51tArtpc T %TRA! 1�4. SL 'LAX [lO 2aS tFP¢ O'PCrartn J/r p11�® p} a• p� I a[Rl 1WTD tlK➢C 2( { aITO �mC PmT 9ClYItlIiIbQ M41L rOft IBJ9 ¢SlG Oma/O(n .55 SfIR2% 9@W a[mAT11QR 20 RIQ TILfaRl�� i Q)1t d 01tm 9[Pi10D � _ _ _ _ _ [aiLl 1 � Q[ID �S Oe > �SOR7 A A - 1 VI Olt ST OITJIe tLAA 0/r. Cfrttll2R3L �, � Fat N' w0 ?s Vlq 1 VS at Y! GtAY1 ero- fn+f. MR N? 064AIm1 FOR U• N W M¢ —T OYpeRO T1T!°t >H Ot ?m S10Ni1 Lplr. RATC ' 'AO ]? Q S/f12 NS ¢L�'repS $ TPLL Y. R1t 20 VmC WT Sm[VI.L 1tTfaL M OR La m1!M�p1 SI! a�.Fp�pp�OCTf�1 $ - TTtIfSL OR M llf2tlAZ tAl COPwtC541d SIRP OVOlf1G ¢TPSLS $ I - . GL I;; TYPICAL ON STTF FRSTFMNq OFTRTI S - ;/ll OR 7/17 .wrr umn! OPTIONRL OFFSA?T ROOF LLL um umm 7L SITE FgSTE gN DETRTIS - S/12 OR 7/17 . ' - OETRn SC0.p SIPKW •JCNC 2/FIV ' s9 "• . c FIELD WORK ' �.. _ . • ra 110 fNRL OrObrae RODC To ewe mtaEELaOP a taa.«mcawn!D�u ro Tet>9 1pteccrml - - - _ OFTRTI s4 ... •' - � twm OFTRTI sG ctv, ttls¢ �� FIELD WORK .... . . .. .. . .. . °Mae OFTgII s6 - FIELD WORK - . - u °2'ri! naatprmYS rat earzlaae lire 1 �2. na r rwfcol � via t>m ma ro a.•[te+r-s udx ,. .�. , aTr�it rn�wF cs Lam. m 1SpDQ 1'2' R09 SI[All@G . • $ ¢Tlid .1 M .2 •. " M =, Ot —AL TIeID PT QpMi.l yy b Tw195 . . a�tT DO - eK1o¢ue slewr2me 7 new t>m 1►T[R R1T IIfB lm1 ttP1FlD ro mFUaae rt1o1 m ro nte1+F >w wm� eu / o� [o¢ m¢ v sv¢cs 1 t ®, tnr nsT1u - m tea rsmi vim mot 1wm win "� r TRUSS. HINGE FIELD WORK 1( x T•os.,eL ma..wta „�,� m amm —� rn - SCALE: llr_ ' .. VORL SIDDb w. Pm o� R\ `Yrrim iw SvFR cmg.va * auw aalM no.ovc - 1: vs'9r SitD ranee Q taunt oae oro°Fw `TTT. rtP :2irld TK tL Al 2t• OL IYaC - dLIe.EW& 1C. T% M Mm AT plpe t' TD, tell 9 Sm— tM f)llOmt 9R1 ¢ Pi 1B OZ 11wt .. vine wv arwnme n LWrW10<n neon TptS'L4 -ro era v trv2rasw' - - '' � - FIX OV RHAN • FO OTN OV RHAN FI O WORK 'p TYPICAL FROM OR RFRR GgBI F OVFRHRN- OPTTON TRi SCALE: I t/T -1•-0• H ? SC.E 2 t=1• -P'. ' G ttULC Lt+mv FOR 7L 7cNATE 7I 7f 7f - $EE SXTS ]s. 7e, 7d 7u 7f, 7f_i: 7i., 7L 7m FOR f7w 7c, 7 F7 07f, O-2, 7NG, SEE SH75 7e. 7e, 7d. 7e, 7f, 7f_2, 7h, h Ten OEPAOTNENIVISO" TE { -i'7i. Fi%ED OVER47G OETRIL FOLDING OVER67.G OETRiL _ CNY.W 1 31012 AISANY. NY T775td001 . - Stmta2AyptwAltara Sye M. WvC..Wm OETAII s7 ,: ' - • OFTRTI a6' 5S[2}}�e �mp..�pTRIICim SCImI 06iw1C0 DETgTI e0 t - P1eL0 maCOTId 6 L01Elt w9 ro SIDe1sW lea tii(LS 6' OG. 2 ROMS SfAOQi® DETRTI s1D ' FIELD WORK dER IpV SKP FIELD WORK i FIELD WORK Ttw0Ui1 e1n¢ fpwtD TO SIOCMtL FIELD WORK e1o112.T1�e4e1...tN�teSewt° . / smTrap FLIB1➢G pncc trwn atro - emu sa2s.am..s Tessas .traes�.e.,e.e..se..sr.n.�m u 'y n .'Y eevne 1r+TOOrt lta2ans rrmrnaooa2: xtaasrot'r �at . o� e2rr SEE mm ° w 11 II' 1 saPtlpc . - tm.a+ slmr Ant nv send $$ ,A 6 : a II II;_ I - vim ry oLPD .IOISf tsaCER at • Ines 3 sTetettcrt avP s 4' s[nr1+(sp L� . +.,. D r. F 1 I ' I 7%11 A . t>2rwt alro Teas pcnmu, 1a'em°s�L" �� .�sT P.E APPROVAL f°t a � Iw 1 I •�°�11 I I " � I II eaa/'oe twrzmw. w•Femt rusr noon teoae x I 2eoAAa z ( none �unT rat Fain PPavc $ ¢mn. n 1sa T¢yAttID ITED TO FACTOAT . ILT PWT10p911LT" 8 en IAA I I n s1a uamam - tlta:osi ten tat . `� E'8 1 III I I o a tmm - TTPIGL Atone srtrell 1 -�- �fpTlon a� CC¢np ,par - �. � I I• MASTER .SERIES e RLL MWELS � i D E ALTERNATE CONSTRUCTION OETPILS ��oeruat - HOMES. INC. . ��. a MUNCY - F• J N i F H(li( FXTENSTON A, 1 _ g T F OOR 71 TN� 0.S Y M567 PA ROUTE 442 ERST= P� 80X MUB Y, PR 17756 .^+INC.i SCALE.' v2 -V-(r OPT7ONRi OFFSET [ONE STORY JNTTS1 SCALE: 3/ _l.d g OPTI'ONRI nFFSET (TWO. ST(1RY LwTT51 (TWO STORY UN7T5) DRN 8Y pRTE SCRLE REV• N0. >246 I t . F u g eV ao�, 6 � 5 g�E M M Z 5b_ a DFTATL aI amaav wm rar m eimac ora arz narwLm m amore Al m r4me roT am[ mrz nanum m enm OFTATL a4 '� - OETAIL aR ^NQTFS � �a ernm na vuraLm a nam.w v r mau rzaa v zav m w.wr rp mT¢ vpa5AT1Da ' Vrt>? Ri1mm Goof mTC nafR1ID m alien ra rni enarnetumn. - Wu+u neYC a. m Ir oz xr oe . RDTRCTTIa as ano�ID Frtu aas7 as n DOT" 01 am FIELD TNSTR 1 Fn gTnGF VENT nFTATLs SCH.F; 1'7 /2 =-t•i rmmrrzo artr u• mw. DETAII a9 _ raLVrm rweLm a mwrm rmn m°rn m woo � ame aaL m� � �• °ream _ "� u" Wore ocvac roe nam ocnw Denier, - oaec mu. ewu nn.o verrum . - • . S/12 HTN . D PORCH ROOF ETFI D WORK scAm t v2 -r•(r . Tire my n svrm rocncD � v.a iasa aov wo Lwom a nrz m amarn 13rYi i..rac woo: LfDriR rmw itrmt mw a �msr � r: Anr imau om.00 msr TYPICAL SECOND FLOOR onac 2r rmrroi r . �O1i1Q'O Mr . ) DFTRTL a2 mom u am a�'moni . tx� oV z m maim 'm�v°• � rv` zme. -'�°m _ ' ra..mm�ac . a+a: ra.iselTrac. sPaa 'a» Zd M '�i :yt�emr mnmm ' 1�T6Rr m emmi m- mu nnrz tor., i.•mL wao LmQrT �'ai! Slaae Areal •T!P OR ALIT .1Y/il[ STfa cWSri wnz f . . - ooze rm� Anr - TYPICAL FIRST FLOOR OPTIONRL ROOF nORMERS opTTONqL FLOOR TRUSS nFTAILS FIFI p INSTR ED DORMER DETAIL scale v4+t AiID v.+r4 � awmna.c w W a vnz my mmnu oa.T • . " a .OaC v.+aw —' OFTAI a3 . rmra eaor rLV unn m ue rna ry mrTU Dort. am¢ vdr s¢ wrz a ' - raLLM /gYia DETRIL e6 T _ rte.a� ar v ac naa ra / / /wau a.00ac u a. ® r'1 9aTt 1eR9D D ' MT RDA® 0.OL M T? Dam � a•DU men D TAI i v rnaan m my oeTZ ume nw¢ snton n nw nrt wn ru¢.00 rAn.e w¢ ro s Damon mu ni«z of ru na.rr tart arrL>m m nra¢ a w rnr DaTw1ID aman Trd carnam u.sancs v ro nw¢ a naa TR a6i0.1fD WDi !4T a >00.L! M1C]StD 1M M1J[L . ' +• __ y E~' ,. t .. ' DETAIL'R' DETRIL .,R.,- t. San t 1/T -I'm 5/12 OR 7/12 nr acoer mTm aennmD a m..a ractvr f°` nQfr"" °T °J6°Ot i S OR 7/12 TRUSS AT 24.0G 5 OR'7/12 TidS$ AT 15-IM -9i TYP ATTIC RCCESS RND SKYLIGHT FARMING SKYLTGHT DETRILE scw.e 1+1•� ppt•ei1.G p a! . - ,SCALE 3/4 -rd nN mono a mA AznJm rear tae :li[ - uaratgttrr m amen . t � x . DDTR d u � - PX APPROVAL 12Yi7m TO Fa(.rM' - . owETtoxn . - DET 3/12 OR 5/12 ra. n.a,effi � �. ?: ' � . � -•i y -� '•'yi •.s'!. 41 �® TRM1 n na NiRO- Horn zm ro a4 am 0 OO[A m V Q 3Y OL u :avTwrma Horan ' MRSTER lr+ /: "< $�2�5. �•':. '`+:; rDi tR1ID ®!r elUUfln! RL_MODEI.S 0.T. 10tQ ram LawnD FRRMM DETAILS - .' DETRIL M6" .. . . 41 yam . a. a a ry tans zvnr y� zm r°iivaroi`~ osiaw at.s6lm m tort•. wo '•�rnsD aarratm m norm ¢o ac M►SY HOMES. Tic IS67 PR RUnE'442 EAST, PA. 80X: 24S .MLWY. PR 1775 - ORN By DATE SCALE REV.. .. _ - SCPLF: t Le2lyd .' - SFGTTON THRU OFFSET ROOF FTFLD WORK scFLZ S/4+0•-v TYP SECTION THRU CARPORT SCFLE 1/211w ea t I1.L szzal 90tH "2.1Y8! t is 5a S 4 _ DFTATL —1 .• - mar vort,mxi - __ . sma aoanae rears r.• srr •vt a m ar za• ae NOTES L wam at3i aCTab sow R rat OiTI [E3OC • UOT YITM lifl0fl WCPS wCm aRL R tLb • � sa ebr y�� awaAaG a oars vtm zvtr f1D.DG1 � vaE mo- y�r� o-mermExmrro e�. sr ww • owe'x rvac z~ srr oin ae m ar zr ae , raxw -1 rtocin wttzroc �^� an rmm rsmtm ' � an-oc Kmm .. ear aeuTtme em . earTee u ree++�.eACruaaa wm . sreAttm,c zr cmna rrmm esTCS as rrte.srzratne® wm Tom m oTtarn ar. u•!at zr a< arree ae ra- rassacTtzxn wm - ' eoo< amnma � ar�� x• ac rapt >n�m�i uw,rtrta Torti�aT�� x.• ac ' rot Tetm ¢riot ogupas roe Tvm vcrm. m wa ant eaaa+tatzm t 4 OETRIL a4 i .�aa em�voa �, i OPTIONAL 5 112 OR 7/12 ROOF DORMER- SITE E2ECTED SCALE: 311.41•-0• RV OETRIL a2 saez� a: .. ' ? i•- nwi . t zw o-r snn cw1E ac m uTeuL evcac emoz .. oc ma�+3 arc rmz r.e++r+lert ttzeo eatxv mar wm . eor smnoo imu rum art annm aT ur a z•• oe - .. eoo- sarrma rat mss aaoa. vvuow - oo_a 1 011 $ . aaTaen am.o rQ1r,e,T,ae vw¢ r<amt L � C a++� ar remote rae so-�rrt x�nveT ' 2G•MOE � a j m a,amt or.srte m tuAace � �� M rYA� �- rtelaaRe® \COD Nape • i . p ira! IIrCt OTtltd aT if d[ 3•• as �t .. ` FAR tq�OeSma � .mV 9m4LS aIIlle S S- -� eoo- startrma rmeiat melt vato RRISED' ROOF PORCH OPTION - °'�'pR}1 SCALE: VT'r -W _ tirS _� rba�tot eaa - tRP tttc va>_m M rem rasam omo e-a• t�azw°P•m't _..�..... 1'- � .ortm vast mrir imm - wtzt twat ama C° t �o�.s�m aa� 4e.LQT ALT- RRTSFn ROOF PORCH OPTION ro n smno ��. � �WME g�dd9' SCALE r-0 vz- � z g g . 1 r - ent>r. t rtim Tr"vaso-raxw aneo�ee°LnuaaTasi c rx t� i DETAIL a3 a Q° �o-AO z mss ai�i°av »m— ca°ASn aT°t r °= aat m rav Ta w eaAa°n° m Tr°e'Q DO C a�oo a 9 g � ro n.a,e srsu tx oaetc. erat aw, ewa sr:: to mac AT ae ,mo zon toss mm ,m r.tt -=� - E @' •� :a ut�o m�res m trait ae �TVt . . y gg g p srm rvntw woaz zr snr •znt a< m a za• oz . a rsr srw zac - ud teoo me wnevn mo- amoa ' 2p to X g y . ae .imr rwuu >m srr •vn o< m a o- ae - ®rs srvu zar[ as sraw w aewues z�� aaina. ott[xrm ro is m syssa+ mo a srza rtsnoa rtaee taetcerm ro To- moo mrTat rtmo � � � � 9 PR<VQA tnvT arum roe atL CvOiiWa ,mtt nix o- m zntr . t yr . u a mrctc 1 . _ eaa°a .. .toles oR -vita • _ sarz'[r aLr. acw _ - t tv.•st�.r avrc.aR. ., � ' - .qy $?•F o .•c. rra. - . �--M ro stm, n�°°°aTC _ 7�' : ! -. . s� Xn' E . aaiutrm1 twra � � 10oR*°'twam / aAt w� ::.� z» woo na sno� vw C �i $ �pg tit Ilia uszaam m euamt -mow snz ort vu Tuaszs rsAnoc e T CLt4WtTCD ro To- moo mrlvt nnm �TF.O Ft 2 . auoe w[Tn tma v; m rnr . t tT , u P sTartas racTOer oaraum - ven s,u oe inz tmsey .amnae _ �S 1� r a ae. ' rC+iMFaCT1Rm an mlmt9 9 ! . �000 cuss �:e ae i nM0°°A a MRSTER SERIES a o-r: anmsi uto-� roe o-raaa noaws - z+. tR aow w otntazus i�.t. itz ae io .. .rTaeaat _i 4 . . f zw amTaw+ eoae anatr ALL MODELS - _ : - aeraer aaomo air aountm FRPtMU4G DETAILS . aT acmruc Burr .sort lLa1Tla,a MUJCY HOMES. INC. . r - ' ' A ;WT Wsrm m BtOL00t - wa m vn oR tznz ratax� at ati a1TrCalaL viT[W - 1567 PA ROUTE 442 EAST, P.O. BOX 246 . sze tote'•t racroaT oarw.tm • .eew o-r. tvtz ae vnz reti;ses a< au atnmo>_ earrvo fIPT INT � NON -L❑g08 RAIN `;T T ❑ PRRTITI❑NS MUNCT, PS 17756 'TIE—SECTION THRI I WTN O'.RB F - WTNGF❑ GgBLF PLAN VTFW ' DPI 8Y lX;TE SCALE REV. - . SCALE: l/7 = e-- 5Tt18 MrvE rtx- H+OtEO rnlee fOR ttiEtlRaA uuoe. oaTaeasz rnrK i uoas as rmT¢rm m nc use o- zoancr° m osa *i 08�� M.11 1R-9t srnm re -� a • i L 1" _I z.• oe roe a r: �°u >nc . i0G I°! ®9 9exr xf>C mo trarw.tID m amore ' razo m.cccrmre a acne a vat¢ e°z m ram s•aa x . - iva wvtn r oie srzeoem m eaa - . 1T Ial _ m 2a 1®2 SM1I ///��4IC LlS].Im 0°00. � 91r 6 StIR 4 re' a a ✓'' z.• m. � tN nor � . xr m. •' mncrDe merve° u . II m. nc- nnrxnsm ram.. u a zr oc � } � ror� varwrm - � • . �J — aroerat evnraxroo uu , m e>auw srrn ry as tom _ 3 m vr+.• ata m f vzv ✓r aae°aae ru ®rs nav mt ' trot mFW . t� �rmre m m� aoos tae or.mrc - , " urz>® muee ma6ra v mass m arnc am.ws " m m rw.u> rwas my gamma: umamrnrt. smao a - m m rmaa mrx� smr a rnvam rare>vei a vttma . di . +t . PIGS %. 3 A � lli1� ' a !1 6 MASTER SERIES RU, nooE�s . - FPlU1ING �TRll.S - . . MUNCY HDP ES., INC. ' 1567 PR RDUTE 442 ERST, Pa OW 246 muNcy. PR 17755 DRN BY DRTE SCALE REV. � ' - oar6ta rsvc ppry 1-19- 9OW>e M ae t1 raxa �„°e � arn.c a 6 vaot ewx ro•ram nu a •. ma amp r oee erersom m Tema } rig m. aac a>a>vc n a art >V ¢rra a m _I z.• oe roe a r: �°u >nc . i0G I°! ®9 9exr xf>C mo trarw.tID m amore ' razo m.cccrmre a acne a vat¢ e°z m ram s•aa x . - iva wvtn r oie srzeoem m eaa - . 1T Ial _ m 2a 1®2 SM1I ///��4IC LlS].Im 0°00. � 91r 6 StIR 4 re' a a ✓'' z.• m. � tN nor � . xr m. •' mncrDe merve° u . II m. nc- nnrxnsm ram.. u a zr oc � } � ror� varwrm - � • . �J — aroerat evnraxroo uu , m e>auw srrn ry as tom _ 3 m vr+.• ata m f vzv ✓r aae°aae ru ®rs nav mt ' trot mFW . t� �rmre m m� aoos tae or.mrc - , " urz>® muee ma6ra v mass m arnc am.ws " m m rw.u> rwas my gamma: umamrnrt. smao a - m m rmaa mrx� smr a rnvam rare>vei a vttma . di . +t . PIGS %. 3 A � lli1� ' a !1 6 MASTER SERIES RU, nooE�s . - FPlU1ING �TRll.S - . . MUNCY HDP ES., INC. ' 1567 PR RDUTE 442 ERST, Pa OW 246 muNcy. PR 17755 DRN BY DRTE SCALE REV. � ' - oar6ta rsvc ppry 1-19- 9OW>e M ae t1 - 6 S�� E rig /�• r�mn�vo�irumm er e�iu� m 6 �> T i C "m2 o mi rs / yr aaw ram urz varwim L 5 9 e e Z 'ga_ $ rravr vrfvr¢a°c ns � ram ro tom npT FxTFNpEn sac RnOF OORMER vz�ry _I z.• oe roe a r: �°u >nc . i0G I°! ®9 9exr xf>C mo trarw.tID m amore ' razo m.cccrmre a acne a vat¢ e°z m ram s•aa x . - iva wvtn r oie srzeoem m eaa - . 1T Ial _ m 2a 1®2 SM1I ///��4IC LlS].Im 0°00. � 91r 6 StIR 4 re' a a ✓'' z.• m. � tN nor � . xr m. •' mncrDe merve° u . II m. nc- nnrxnsm ram.. u a zr oc � } � ror� varwrm - � • . �J — aroerat evnraxroo uu , m e>auw srrn ry as tom _ 3 m vr+.• ata m f vzv ✓r aae°aae ru ®rs nav mt ' trot mFW . t� �rmre m m� aoos tae or.mrc - , " urz>® muee ma6ra v mass m arnc am.ws " m m rw.u> rwas my gamma: umamrnrt. smao a - m m rmaa mrx� smr a rnvam rare>vei a vttma . di . +t . PIGS %. 3 A � lli1� ' a !1 6 MASTER SERIES RU, nooE�s . - FPlU1ING �TRll.S - . . MUNCY HDP ES., INC. ' 1567 PR RDUTE 442 ERST, Pa OW 246 muNcy. PR 17755 DRN BY DRTE SCALE REV. � ' - oar6ta rsvc ppry 1-19- 9OW>e M ae t1 - >nr surrmc ro re¢ �ae'•wraeeCw�rs s�°ODiw ma°ID•c r n roar raaa - /�• r�mn�vo�irumm er e�iu� �> a i o mi rs / yr aaw ram urz varwim " s�aac m n°�tio wax wa � xmv ea rravr vrfvr¢a°c ns � ram ro tom npT FxTFNpEn sac RnOF OORMER vz�ry :i 0 T r I _I z.• oe roe a r: �°u >nc . i0G I°! ®9 9exr xf>C mo trarw.tID m amore ' razo m.cccrmre a acne a vat¢ e°z m ram s•aa x . - iva wvtn r oie srzeoem m eaa - . 1T Ial _ m 2a 1®2 SM1I ///��4IC LlS].Im 0°00. � 91r 6 StIR 4 re' a a ✓'' z.• m. � tN nor � . xr m. •' mncrDe merve° u . II m. nc- nnrxnsm ram.. u a zr oc � } � ror� varwrm - � • . �J — aroerat evnraxroo uu , m e>auw srrn ry as tom _ 3 m vr+.• ata m f vzv ✓r aae°aae ru ®rs nav mt ' trot mFW . t� �rmre m m� aoos tae or.mrc - , " urz>® muee ma6ra v mass m arnc am.ws " m m rw.u> rwas my gamma: umamrnrt. smao a - m m rmaa mrx� smr a rnvam rare>vei a vttma . di . +t . PIGS %. 3 A � lli1� ' a !1 6 MASTER SERIES RU, nooE�s . - FPlU1ING �TRll.S - . . MUNCY HDP ES., INC. ' 1567 PR RDUTE 442 ERST, Pa OW 246 muNcy. PR 17755 DRN BY DRTE SCALE REV. � ' - oar6ta rsvc ppry 1-19- 9OW>e M ae t1 r� i RCWD90a5 N6TR aQLPrIW ML !OT fr ' n a a rac dam PSSCIB.ff3 wrs OOnDR Moon 9CPi1@O 3/ r I aTrAa, '>(ADOf Q ST rrrC x aRaR, 9aflfD �r PS'[ilpooID a ` 1 e411 L0.L PSY,RT laetos a rmmmc tmmlr loin . fUQi1e aB1Ar0oP aae.l NOt ne n oR a me ePieo P33traues orts rnm i INr. worF . . PS TIOIm 9�T ® S T x arr•AT BOflid) e1PT. O3ED VEP 11x1 ' W 1Y1°' 9rAT1eTC D t9D P9 ¢J»C ' lataL IIIIn Pnlr • PEIII,CInI ADn 1 HOUR GRRRGE /TENRNT SEPRRRTTON WRLI �a ip o l •i ' N�err York Note: i ' 1 Toih"e Dent of my knowledge, belief and professional Jodeemmt --- ---- -i 1. this Factory Manufactured Home (FMH) plan hw Deeo .pprond " : tram a system Bet of FMH plaw prevtowty approved by DHCP, ' i Application Na M138'/- 97 -021, Msaafictvrer'B No.1387,. i Expiration Date 05105N6, which has ad been modified to any mamaer. ! 2. the e i angf patina otthis FAH} plea Dss been prepared ndoe' , Fart 5 of the New York State Ewrq Cowervafion Cowl Code i (Energy Code) and is to Poll compliance with the Energy Code_ ST rnT x — aaaa2 rsl me P. WISIa - t�- -11�1HOUR INTERIOR I ORDB RRIN RRT D R.;SFMRI Y TV PW 6AKCT9 m FIIIl CLP9 OQ IO,QiL IDC9. IfLm OR Ulrl'LD erms La' IYInra11 T,aOJQ3 rTOCTIM fITTm a[nLFN Jmin y - Ririm �iATIMO IHLICD Pr I®IT R4P TD JCDn Q }9133[1 ' ' rQ NptD M f1aJeO r �nOAM bC ,411 r3a: . . 2 � Ys• T1PC .[ OTPSIP Vfil8det0 , o TaLow lie 41aG0 FDTS s 21 OL rilx GA FILE No. FC5406 - 1 HOUR FLOOR/ ILING RS MB Y PDT[ OLT P LDTm 1ee91J?t1ACiRpiO, IfIfC3rpe Snlp1 Oa, fCILl9tiC afl3 IVi 4eTm PSSCI,RT. stR[ QPTm f6AieLm PR[ wr awa® cP me rti resws ..,�itm w w�vorortf r D oaio oiFOC ( _ . ' rvt 9Trm naiaa asrdr / f'aC 91Tm NiL Nn . r MMm4. DReI PSS14T T .. ITA RPTm WA. M 3fL M K2 fIX R1aLL3' ' rtK3C �m PR[ RIDIDa.D d tilt tRYT : - . ' Yd M W]dr rfT01 D 12/12 fb HPSTattL - IIIa.9, . .. :PKC PSnK M rFCOG . NEW YDa[ PMl WW -nMFY NEW MW ONLY . .. p V 1�iQita�fiW�oTF�OC� t. ,rtil, Po Pno4,r.r3 i /A r1Lr Ne ra.or . rIRL RPtm RR /O.4 PS9CMLY VYL1019 YAtO ' faC amm YfLt. Po uaaaua Tra1 P35F16T �Y 91L M 9�2 f0R ERRS - . •1,C9[ PS3L'BIQS PIC R[R VED W N(N M RCQ RTM D 12A2 P,O MaTPSL p �.� lSLI Y[Yer {i0 �NFV -FRSFY ' _ NEW YORK DM Y' . . of rn.c - -Mo - rvc RPrm un1., w uoane rrau P35rMClT = - rtWx 91T1D NOT REO=D - v1 r101a RPrm P53n11Y R' w s W.rt n Buar ro orm airoc NTP � PrCrar,Ms Se� a - Pfe1D roee 91tm wu 3leroarac naoRiaaoe � - _, PSYl1dT. b �lV4T°��► _ y I ` ri�ti.. c" y ntaPm 3s ev POT .m nCn w w v um D cunt ro rna° oTrx MITn ,a PMnd,fM3 - t l mZ frRC wTm uu " toR2 srovcs -. lesc'.Y w vnowis nay m rvc P. taws tai aOiFD rtainc P>gJI3lY " SIC nmr+.tm m eVaDOe L, IR riIIl WJ.S nPr01lTUlO at riLC ,U. v15n n.00r�mtaD Psscrdr a ra. • ,an me PATm uw °aims ' ssrzP n�cT erg srwaRr� °rte Nev Tram PNO wv -t'RVr ` eRSUO.r oR ounl . t f : e r P ifne P. L19, 13w.'rn,Oe ' v,e Reim n.anvamnc PS4l,a.r 3¢ 06BwO r bra, wnemmt n.aoe mr� NT�� oa rot is urrno tae mien vP.r.. Po. Wmae irml mslmr v, r4a nom frets ,DDr oo<¢crraP may, ttrae rra r - L 2 1 S a • y —� FEB b,l ffi0 - MRSTER SERIES GARAGE FIRE RATED PZSEMBLIES NEW YORK AND NEW JEFtSEY'..:..:- MUJCY HOMES. 1567 PA ROUTE 442 MST. _P.O,. !(. MUNCY. PA 17756 - =•ti`;. -s 2N BY DATE SCW.E :n` - d1G' IR 1. I s Ga FILE No FC540S — I HOUR FLOOR /CEILING ASSEMBLY D.1cm Xm" MZ W= ASYfetaY -T l6mD SPA YHOUR EXTERIOR 1 OADBEARING RATED ASSEMBLY mutes MEW wvc� ass�eny "M Al r-- or C5m —me AT Q . rn '.mmr. 13� 7— EFMTIV[tT �IRC As.41MLIE3 0.6 mt I HOUR TNTFRTQR LOADBERRING RATED RSSFMRI Y a lax rm —1 D —T To CM oTm T�thebest�fyknowkftebelicfmd prolknionaijutipment 1":L tbi.F-Wy ftdred H..;c (FMIQ b%n PkD bl- bm apprm cd from slat® acs OfFMHPI--P-"fOffiYRPPmdbyDHCR. Appftd-No. M1=-q7424.b%uv&d..e.N.LU7, EWmdon D-te VjAmfflc. which bas ow b= mocum in my 2 the energy pwam of tbb FMR Plan bn been iwepmd mi,, Pan 5 of the New York Stare EmcW com dm cmuL Cods (Snap Code) "d b fan wmgl with the MaV Codc. I - NO, wTwm FACUM. t :art FL.avaaoo FEB 01 20 MASTER SERIES GFJ?PGE FIRE RATED ASSEMBLIES NEW YORK AW NEW JDZSEY W vooao rtau ROE— MUCY HOMES, INC. LW PA ROUTE ++2 EAST; P.C. qDX 246 MIJNCY. PR 17755 OM BY DATE SCFLE REV. Na. asoa.T —E W mgTTwaS car m 7. a>s,nT emD i0 —t A —c=yr¢ L ccj:T MCL& ExnOtIM msr.!.L,. 914D QV ra a GFRAGE - rTRE SrOE TKAME3 OR W= J=n • W uam C'nA m FASTENING REQUIREMENTS Ga FILE No FC540S — I HOUR FLOOR /CEILING ASSEMBLY D.1cm Xm" MZ W= ASYfetaY -T l6mD SPA YHOUR EXTERIOR 1 OADBEARING RATED ASSEMBLY mutes MEW wvc� ass�eny "M Al r-- or C5m —me AT Q . rn '.mmr. 13� 7— EFMTIV[tT �IRC As.41MLIE3 0.6 mt I HOUR TNTFRTQR LOADBERRING RATED RSSFMRI Y a lax rm —1 D —T To CM oTm T�thebest�fyknowkftebelicfmd prolknionaijutipment 1":L tbi.F-Wy ftdred H..;c (FMIQ b%n PkD bl- bm apprm cd from slat® acs OfFMHPI--P-"fOffiYRPPmdbyDHCR. Appftd-No. M1=-q7424.b%uv&d..e.N.LU7, EWmdon D-te VjAmfflc. which bas ow b= mocum in my 2 the energy pwam of tbb FMR Plan bn been iwepmd mi,, Pan 5 of the New York Stare EmcW com dm cmuL Cods (Snap Code) "d b fan wmgl with the MaV Codc. I - FACUM. FEB 01 20 MASTER SERIES GFJ?PGE FIRE RATED ASSEMBLIES NEW YORK AW NEW JDZSEY W vooao rtau ROE— MUCY HOMES, INC. LW PA ROUTE ++2 EAST; P.C. qDX 246 MIJNCY. PR 17755 OM BY DATE SCFLE REV. Na. i January 14, 2000 Mr. Adam Stiebeling Putnam County Health Department 4 Geneva Road Brewster, NY 10509 RE: Marton Pudding Street Putnam Valley TM #30 -2 -60 Dear Adam: In response to your review letter dated January 5, 2000, we offer the following: DOCUMENTATION 1. Design Data Sheet has been revised to note water @ 4' -6" in DT #A. This has also been added to the Test Pit description on the Plans. 2: Plans have been forwarded to Stephen Coleman, Putnam Valley Wetlands inspector for review and subsequent issue of a permit waiver. 3. A new Form LP -97 is enclosed which eliminates trench requirements. 4. A copy of certified survey with wetlands flags will be sent to your attention directly by Zarecki & Associates. PLAN 1. Well location has been revised to 15' from property line. 2. Keyhole diagram is now identified on the plan. 3. R.O.C. refers to rock outcrop. This notation has been added to the plans. 4. Dimensions of fill pad are now provided on SF -2A. 5. Dimensions from property line to fill system boundaries are now provided on sheet SF- - 2A:� a °•w - Toe.#nd top of fill has been noted on the Plans. -7.. This .note has been added to the Plans. :8. This' °note has been added to the Plans. 9: PrimAry and expansion SSTS have been switched and revised pump calculations are -.. enclpsed. t 1 Q. 3his=riote has been added to the Plans. LAURENT ENGINEERING ASSOCIATES, P.C. Harry W. Nichols Jr., P.E. I\1110 Ins 20 Milltown Road Brewster, New York 10509 (914 )278 -6108 - (Fax )278 -2658 CONSULTING SITE ENGINEERS January 14, 2000 Mr. Adam Stiebeling Putnam County Health Department 4 Geneva Road Brewster, NY 10509 RE: Marton Pudding Street Putnam Valley TM #30 -2 -60 Dear Adam: In response to your review letter dated January 5, 2000, we offer the following: DOCUMENTATION 1. Design Data Sheet has been revised to note water @ 4' -6" in DT #A. This has also been added to the Test Pit description on the Plans. 2: Plans have been forwarded to Stephen Coleman, Putnam Valley Wetlands inspector for review and subsequent issue of a permit waiver. 3. A new Form LP -97 is enclosed which eliminates trench requirements. 4. A copy of certified survey with wetlands flags will be sent to your attention directly by Zarecki & Associates. PLAN 1. Well location has been revised to 15' from property line. 2. Keyhole diagram is now identified on the plan. 3. R.O.C. refers to rock outcrop. This notation has been added to the plans. 4. Dimensions of fill pad are now provided on SF -2A. 5. Dimensions from property line to fill system boundaries are now provided on sheet SF- - 2A:� a °•w - Toe.#nd top of fill has been noted on the Plans. -7.. This .note has been added to the Plans. :8. This' °note has been added to the Plans. 9: PrimAry and expansion SSTS have been switched and revised pump calculations are -.. enclpsed. t 1 Q. 3his=riote has been added to the Plans. If you should require any additional information, please call. Very truly yours, LAURENT ENGINEERING ASSOCIATES, P.C. Harry W. chols Jr., P.E. HWN: JM: his 99067 - - - - -- �- _ ��:� i - -- I �f.t' /t vlv IZ'•4 %a I�� 1�a�i11��4� �V_ -�'�Z• �V -�• PUTNAM COUNTY DEPARTMENT OF HEALTH HOUSE PLANS APPROIED I'O iBEDROUNI COUNT ONLY, 3_ BEDROOMS ALL SUBSEQUENT REVISION'A PLA MUST E S TT 7 - A ATURE & TITLE TIONS TO THESE HOUSE PCDOH FOR APPROVAL ? or') ATE 3 bR t. DIVISION OF ENVIRONMENTAL HEALTH SERVICES COUNTY OF PUTNAM - State of New York IN THE MATTER OF THE COMPLAINT AGAINST X,moa3Y 4 Hpzy gA(troNe_ Respondents) STIPULATION .. OF DISCONTINUANCE Arising out of the Alleged Violations of the Public Health Law of the State of New York, The Sanitary Code of the State of New York, CASE N0: M-01-17 % the Sanitary Code of the county of Putnam, ?gef+JtS ; ?vP4DW& 9TRE -4-7_ and Administrative Rules, Regulations and Standards Promulgated Pursuant Thereto. &r) c��ffM V R � lim , 1DSt. -IT IS HEREBY STIPULATED AND AGREED by and between the respective hereto that the within matter is hereby terminated upon the following terms and conditions. 1. The Respondent(s) admit the truth of the allegations set forth in the Statement of Charges. 2. That �espondent(s) represent: ,/ it is in compliance with the Code(s). it will be in compliance, with the Code(s) by 3 4. That Respondent(s) understand an appropriate civil penalty may be imposed by the Public Health Director by Order which amount will be determined at the discretion of the Public Health Director. �U DATE: D Brewster, New ork 10509 t For R p t( For tutnam Co ty Health Department Administrative Law Judge FH #3 -97 HEARINGS SEPTEMBER 5, 2001 9/4/01 Page 1 'n rt BAILE'S RESTAURANT 092 -01 -19 LS 09:45 A.M. ❑ ❑ FRYER MACHINE 160 -01 -02 B /EB 09:45 A.M. ❑ ❑ MAK FOOD STORE 195 -01 -02 AB 10:00 A.M. ❑ ❑ CHETTI'S ROADSIDE CAFE 191 -01 -02 AB 10:00 A.M. ❑ ❑ MAHOPAC NATIONAL BANK, PV 194 -01 -02 AB 10:00 A.M. Cl ❑ BAVARIAN DESSERTS 174 -01 -02 AB 10:00 A.M. ❑ ❑ TWIN BROOK MANOR 089 -00 -19 MJB 10:00 A.M. ❑ ❑ MAHOPAC VILLAGE CENTER 028 -01 -02 AB 10:15 A.M. ❑ ❑ MALTONE; PUDDING"STREET;' py frY;1`97 011;9 Y S f 10�`30:A M ❑ ❑ AIVIOCO FOOD MART ' 066 -00-02 LW 10:45 A.M. ❑ ❑ BREWSTER PHARMACY(FORMAL HEARING) 017 -01 -34 MAB 02:00 P.M. ❑ ❑ Page 1 'n 12, 1 kLe i AJ,4 - - Lf-- ^� (8/ / ~- ------------- -- U DIVISION OF ENVIRONMENTAL HEALTH SERVICES COUNTY OF PUTNAM- STATE OF NEW YORK IN THE MATTER OF THE COMPLAINT AGAINST: Anthony and Mike Martone RESPONDENT(s), A.s Arising out of the Alleged Violations of the Public Health Law of the State of New York, the Sanitary NOTICE'OF HEARING Code of the State of New York, the Sanitary Code ' CASE # 197 -01 -19 of the County of Putnam, and Administrative Rules, Regulations and Standards Promulgated Pursuant Thereto: TO: Anthon }' and Mike Martone PREMISES: Pudding Street 62 Steiner Drive (T) Putnam Valley, TM# 30. -2 -60 Mahopac NY 10541 PLEASE TAKE NOTICE THAT CHARGES have been preferred against you to the effect that you have violated the health laws as more frilly set forth on the reverse side of this notice: YOU ARE HEREBY SUMMONED TO APPEAR at a hearing to be held under the provisions of the Putnam County Sanitary Code and Public Health Law of the State of New York before Earle `Varren Zaidins, Esq., an Administrate 1 i2l 7''[17 ge o artment of Health of the County of Putnam on the 5th day of Septemb , 2001 at 10:30 A.M., in t earing Room, located at Route 312, 1 Geneva Road, Terravest Corp "l-" ew York, at which time the charges will be informally discussed, and such adjourned dates as may be designated. AT ALL TIMES YOU WILL HAVE THE RIGHT to be represented by counsel and the right to deny the charges, in whole or in part, following which the matter will be rescheduled to a date certain and a Formal Hearing will be conducted thereon; and a record of all the proceedings will be made, witnesses will be sworn and examined and cross examined, and documentary evidence maybe offered and received, and you may produce witnesses and evidence in your behalf; IN THE EVENT YOU WISH TO ADMIT TO THE CHARGES, the Hearing may be terminated by written stipulation of discontinuance provided the violations have been corrected; UPON YOUR FAILURE TO APPEAR, a warrant compelling your appearance may be issued or an Inquest Hearing conducted and a determination made; CIVIL PENALTIES up to $1,000 for a single violation, per day, may be assessed against you, and such further orders may be made herein as the circumstances may warrant; THE BOARD OF HEALTH may issue a warrant to any Peace Officer of the County, pursuant to Section 309 of the Public Health Law, to bring to its aid the power of the County whenever it shall be necessary to do so, with the same force and effect as if such warrant had been issued out of a court of record. PUTNAM OOUNTY BOARD OF HEALTH DATED: August 7, 2001 BY: ' Brewster, NY 10509 Bruce R. Fh -1 -97 Public H Director STATEMENT OF CHARGE IT IS HEREBY ALLEGED THAT THE PERSONS HEREIN BEFORE NAMED RESPONDENTS are charged with violations of the Health Laws of the State of New York and the County of Putnam as follows: PUBLIC HEALTH LAW OF THE STATE OF NEW YORK Violations of any and all provisions of the Public Health Law of the State of New York and the State and County Codes and Administrative Rules and Regulations promulgated pursuant thereto - which shall be found to constitute a NUISANCE, particularly, and not limited to the provisions of Article 13 of the Public Health Law. SANITARY CODE OF THE STATE OF NEW YORK PUTNAM COUNTY SANITARY CODE Article III, Section 2, Letter A - Septic System has been constructed without an approved "Trench Approval" Permit, August 2, 2001. ADJOURNMENTS: Public Health Law violations are serious. They affect or may affect the health, safety and welfare of the community. They cannot be permitted to go on indefinitely. Casual adjournments or hearings will be granted. Applications for adjournments must be made in person or by counsel to the Hearing `Officer at the time set for hearings, except for legal excuses. Persons operating an establishment, business or facility without a permit, for which a permit is required - will not be granted an adjournment. Health matters are involved and the Public Safely is a paramount consideration. BF:tn cc: B. Foley 11 R. Carano E A. Stiebeling ❑ File ❑ fh -1 d y BRUCE R. FOLEY Public Health Director DEPARTMENT OF HEALTH I Geneva Road Brewster, New York 10509 LORETTA MOLINARI R.N., M.S.N Associate Public Health Director Director of Patient Services Environmental Health (845) 278 - 6130 Fax (845) 278 - 7921 Nursing Services (845) 278 - 6558 WIC (845) 278 - 6678 Fax (845) 278 - 6085 August 3, 2001 Early Intervention (845) 278 - 6014 Fax (845) 278 - 6648 Preschool (845) 228 - 5912 Fax (845) 228 - 6113 i Harry Nichols, PE Patterson Park, Suite 106 2050 Route 22 Brewster, New York 10509 Re: Mantone, Pudding Street (T) Putnam Valley, TM# 30. -2 -60 Dear Mr. Nichols: This letter is to serve as notification that this office has determined that non - compliance with Article III, Section 2 of the Putnam County Sanitary Code exists resulting from inspection of August 1, 2001 by this office. I offer the following: The SSTS has been constructed without a valid approved trench plan. The septic tank/pump chamber was covered with dirt at the time of the inspection and unable to inspect. Tankage must be uncovered. C. Distribution box to be water tested at the time of pump /dose test. D. The SSTS trench gravel is dirty, gravel contains fines. The gravel is unacceptable and shall be removed and replaced. E.. The house (bedroom) count has not been conducted. The house was locked at the time of the inspections. Pump test to be witnessed by Putnam County Health Department. The system as constructed is not acceptable. A hearing to discuss the above stated has been scheduled for Wednesday, September 5, 2001 at 10:30 AM, at which time resolution shall be found. Pursuant to the Putnam County Sanitary Code, Article III,. Section 2, Letter D, all work shall cease upon receipt of this written notice by any person connected with or working in or about said system or any part thereof. This office will continue its review upon consideration of the above mentioned comments. Please :±•feel free to contact me at ext. 2157 if any questions arise. Very truly yours, o r Adam B. Stiebeling Assistant Public Health Engineer ABS:cj R DIVISION OF ENdIROIV1iIEiiUAL HEALTH SERVICES Z of of W FINAL SITE ViSPECTION. -- _. ate: - -- r: -p - - - -- - Inspected y: Street Locat' n v D ' - Ownerau� Town Permit # TM # 3•- — G Subdivision Lot # 1. J II. nn� Sewage Systet'n Area a. STS area located as per approved plans ........................... b. Fill section - date of placement 3:1 barrier Lgth. Width Avg.Dpth c. Natural soil not stripped ...... ............................... d. Stone, brush, etc., greater than e. 100' from water course / wetlands ...... ............................... SeivAaQe System a. 6eptic tank 5�evelr 1,250 ......... other ................ b. Septic tank ............ ... ............................ c. 10' minimum from foundation .......... ............................... d. Distribution Box. 1. All outlets at same elevation -water tested ................. 2. Protected below frost :................. .....................:......... I Minimum 2 ft.Original soil between box & trenches e. Junction B - properly set ........... ............................... f. Trenches 1. Length required 37 Length installed 31,; 2. Distance to watercourse measured Ft.......... 3. Installed according to plan ......... ............................... 4. Slope of trench acceptable 1/16 1 /321foot ............. 5. 10 ft. from property line - 20 ft: foundations.......... 6. Depth of trench <30 inches from surface ................., 7. Room allowed for expansion, 100% ......................... 8. Size of gravel 3/4 -1%" diameter clean ................... 9. Depth of gravel in trench 12" minimum .................. 10. Pipe ends capped ......................: ...........:................... g. PUmD or Dosed -S stems . ize ot pump chamber ....... ...........................(®Q4 2. Overflow tank ........................... ............................... 3. Alarm, visuaVaudio..... .... .... .... 4. Pump easily acces anhole to .. ...... 5. First box baffled.... ..... ............ 6. Cycle witnessed by H.D.estinated flow_ /cycle..._.... III. HouseffluildiAg a. House located per approved plans .............................., b. Number of bedrooms ................... ............................... IV. Well a. Well located as per approved plans ............................ b. Distance from STS area measured ft .. c. Casing 18" above grade .............. .............................1, d. Surface drainage around well acceptable ................... V. Overall Workmanship a. Boxes properly grouted .............. ..................... ........... b. All pipes partially backfilled ...... ............................... c. All pipes flush with inside of box ......:...................... d. Backfill material contains stones <4" diameter......... e. 'Curtain drain & standpipes installed. according to p] f. Curtain drain outfall protected & dir.to exist waterc g. Footing drains discharge away from STS area......... h. Surface water protection adequate ............:.............. i. Erosion control provided ........... .................... :........., . I _ _ __._._ _ - „,�,......a,an.►�at�aa,t�a Vi' 11r+t1LlI1 DIVISION OF ENVIRONhIEh -TAL HEALTH SERVICES FINAL SITE I\SPECTION. 6 L� Street Loc ' n 9-1) + m T� Town TM # _......Date:.... _. _.. . Inspecte y: Owner 6 4- +� tt Permit # 0 14 -1 Z ,f Subdivision Lot 7 'd Ti t Ik6l c C 1. Sewage Sv_steib Area a. STS area located as per approved plans ................ ............ b. Fill section - date of placement 3:1 barrier Lgth. 1'0 3 Width 1 Avg.Dpth S c. Natural soil not stripped ................... ............................... d. Stone, brush, etc., greater than 15' from STS area.......... e. 100' from grater course / wetlands ...... ............................... II. SeAge System a. Septic tank size -1,000 ......... 1,250 ......... other ................ b. Septic tank installed level ................ ............................... c. 10' minimum from foundation .......... ..........:.................... d. istribution Box. . All outlets at same elevation -water tested ................. 2. Protected below frost .................. ............................... 3. Minimum 2 ft.Original soil between box & trenches eJunction Bo - properly set ........... ............................... f. Ireenc es 1. Length required Length installed 2. Distance to watercourse measured Ft.......... 3. Installed according to plan ......... ............................... 4. Slope of trench acceptable 1 /16 -1/32” /foot ............. 5. 10 ft. from property line - 20 ft: foundations.......... 6. Depth of trench <30 inches from surface .................. 7. Room allowed for expansion, 100% ......................... 8. Size of gravel 314 -1'/2" diameter clean .................... 9. Depth of gravel in trench 12" minimum ................... 10. Pipe ends capped ........................ ............................... g. umn or Dosed Systems 1. Size ot pump chamber ................ ............................... 2. Overflow tank ............................. ............................... 3. Alarm, visual / audio............... ..... ............. ................... 4. Pump easily accessible, manhole to grade ................. 5. First box baffled ........... ..............................* ............... 6: Cycle witnessed by H.D.estimated flow /cyc_le ........... M. HousefflulldiAg a. House located per approved plans ... ............................... b. Number of bedrooms ....................... ............................... IV. Well a. Well located as per approved plans.......... b. Distance from STS area measured . \o 0� ft..: �:.. c. Casing 18" above grade .................. ............................... d. Surface drainage around well acceptable ....................... V. Overall Workmanship a. Boxes properly grouted ................... ............................... b. All pipes partially backfilled .......... ............................... c. All pipes flush with inside of box .. ............................... d. Backfill material contains stones <4" diameter............, e. Curtain drain & standpipes installed according to plan f. Curtain drain outfall protected & dir.to exist watercou g. Footing drains discharge away from STS area ............. h. Surface water protection adequate ............................... i. Erosion control provided .................... ......................... , n... el" -.- - --PUTNAM COUNTY DEPARTMENT OF HEALT11' DIVISION OF ENVIRONMENTAL IIEATLTI SERVICES FIELD ACTIVITY REPORT AT)T)RF-qq,: Street Town State Zip' PERSON IN CHARGE OR TNTFRVrPWF lenw TEST DOSE TEST ID I L,44 REQUIRED GALLONS )03. qZ —C 311 _ i - i� 1 7. 2 [7fl EL. START 0 EL. STOP a Signature and Title RFPORT 1RFjCF_TV_FT)RV�o I acknowledge receipt of this report: SIGNATURE:- 02/96 Title: Rev. r' BRUCE R. FOLEY Public Health Director io I LORETTA MOLINARI R.N., M.S.N. Associate Public Health Director Director of Patient Services DEPARTMENT OF HEALTH 1 Geneva Road Brewster,. New York 10509 Environmental Health (845)278-6130 Fax (845) 278-7921 Nursing Services (845) 278 - 6558 WIC. (845) 278 - 6678 Fax (845) 278 - 6085 Early Intervention (845) 278 - 6014 Preschool (845) 278 -6082 Fax (845) 278 - 6648 ( �AtcLfoc -5 l Re: Dear, , This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me at ext. 2157 if any questions arise. ABS:cj Very truly ours, Adam B. Stiebeling Assistant Public Health Engineer i. i cc! Al S(1 i c C7OsC 1#r�w,v Avi SSz �c�, Ca 'TI-11 n4b _ c7 l(FI l� ,uJ(1►' j r -. c LjC✓ 'CZOtt{_�.. __. ... .. . . hT j! - -- - r ___ lc .�_�•�'� _ �`lL�� (� - - .. _ G.J. ri � �.. IS. i c> lAf C �,..9, ,�. Q d Nc t E+M. 1. nc cL l� _._._. L • r e Ic r .� F L _ to l., I. �� i t, i•FC c7v Al 1 �ccC -GQ . cr r.4' K J. V. a t ja C -7 _ ICY :. ter. , �, -� Im 'v r AUG -17 -2001 09 :59 AM HARRY W NICHOLS 914 279 4567 P.01 60-0.X 100 ?MAN COUNTY DEPARTMENT OF IRIEAI. TH DMSIGN OF IENTMONiD ENTAL BYALTEI SERVICES ATTENTION ADAM 13 GENE �Oi1ES�' FF R F AI`- il�L�P]EG�ION All information must be fully completed prior to any inspections being made. For; 'Fall 'trenches PCID Constructi appermit 9 P y ) 2 - 0 Located: Aul-kaNn �. Owner /Applicant Name' M a Block '2— Lot 4 Formerly: Subdivision Name: ,a �*r Subdivision Lot a Is system fill completed? Date:. Is system complete? Date;- Is system constructed as per plans? Is.well drilled? Is well located as per plans? Are erosion control measures in place? &77° qg &7 Date: 9-12-01 I certify that the system(s), as listed, at the above premises has been constructed and I have inspected .and verified their completion in accordance with the issued PCHD Construction Permit and approved plans and the Standards, Rules and Regulations of the Putnarh County Department of Health. Date: - j -0 f Certified by pR !.% RA De n Professional Comments: Form FIR -99 1�5 0 . - U 0 AUG -17 -2001 FRI 09:09 TEL:845- 278 -7921 NAME:PUTNAM COUNTY DEPARTMENT OF P. 1 BRUCE R. FOLEY Public Health Director LORETTA MOLINARI R.N., M.S.N. Associate Public Health Director Director of Patient Services DEPARTMENT OF HEALTH I Geneva Road Brewster, New York 10509 Environmental Health (845) 278 - 6130 Fax (845) 278 - 7921 Nursing Services (845) 278 - 6558 WIC (845) 278 - 6678 Fax (845) 278 - 6085 August 3, 2001 Early Intervention (845) 278 - 6014 Fax (845) 278 - 6648 �y Preschool (845) 228 - 5912 Fax (845) 228 - 6113 �05 Harry Nichols, PE Patterson Park, Suite 106 2050 Route 22 Brewster, New York 10509 Re: Mantone, Pudding Street (T) Putnam Valley, TM# 30. -2760 Dear Mr. Nichols: This letter is to serve as notification that this office has determined that non - compliance with Article III, Section 2 of the Putnam County Sanitary Code exists resulting from inspection of August 1, 2001 by this office. I offer the following: A. The SSTS has been constructed without a valid approved trench plan. B. The septic tank/pump chamber was covered with dirt at the time of the inspection and unable to inspect. Tankage must be uncovered. C. Distribution box to be water tested at the time of pump /dose test. D. The SSTS trench gravel is dirty, gravel contains fines. The gravel is unacceptable and shall be removed and replaced. E. The house (bedroom) count has not been conducted. The house was locked at the time of the inspections. F. Pump test to be witnessed by Putnam County Health Department. The system as constructed is not acceptable. A hearing to discuss the above stated has been scheduled for Wednesday, September 5, 2001 at 10:30 AM, at which time resolution shall be found. Pursuant to the Putnam County Sanitary Code, Article III,. Section 2, Letter D, all work shall cease upon receipt of this written notice by any person connected with or working in or about said system or any part thereof. This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me at ext. 2157 if any questions arise. Very truly yours, QL Adam B. Stiebeling Assistant Public Health Engineer ABS:cj I acknowledge receipt of this report SIGNATURE; 02 /,9.6 - Title, Rev. y r i NA n _ l� „� . Gf; Sv ��.. _ 2 . � � ! 'c;: :5 • C7 r= -IZ1i AF c�- N Y ' N _ k Nf?* I acknowledge receipt of this report SIGNATURE; 02 /,9.6 - Title, Rev. PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES A'J UNTION 9'AIDAM E7 G ENF, REST LEST FOR FINAL INSPECTION For: Fill All information must be fully completed prior to any Trenches inspections being made. PCHD Construction Permit # Located: d�� (T) Owner /Applicant Name. M A &rj2 w - TNI 30 Block Z_ Lot !om Formerly: Subdivision Name: 61 afte S Subdivision Lot # Z Is system fill completed? �S _ _ Date: 3 Is system complete? Date: Is system constructed as per plans?. Is well drilled? Date: Is well located as per plans? Are erosion control measures in place ?�— I certify that the system(s), as listed, at the above premises has been constructed and .I have inspected and verified their completion in accordance with the issued PCHD Construction Permit and approved plans and the Standards, Rules and Regulations of the Putnam: County Department of Health. Date: 51 C, 0 Certified by: C PE L" RA Desigq Professional Address: Comments: Form FIR-99 i 1 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR EM PCHD CONSTRUCTION PERMIT # v 0 VV r,.� Located at SIrcr Owner /Applicant Name Formerly Mailing Address A- t L' f �� V a Town or xia<ge U L, u 4 Tax Map 0, Block 2- Lot Subdivision Name , �, 0 �+C Subd. Lot # � A Date Construction Permit Issued by PCHD 5--1-7 0 Zip 10�' Separate Sewerage System built by 7'- A V B U t )J n Address , %� � v►,r��►dl ��. %o,,�,LT�`�FSit Consisting of 00 Gallon Septic Tank and-3 -7 51- 1 0 Other Requirements: Water Suonly: Public Supply From. Address ,04 or: // Private Supply Drilled by i Lh, %� �%f" Address 101Y WN, 311 f}pvtG� Building Type ,L CA I it", ftG �_ Has erosion control been completed? V r IF Number of Bedrooms Has garbage grinder been installed? Ay I certify that the system(s), as listed, serving the above premises were constructed essentially as shown on the as- built plans (copies of which are attached), in accordance with the issued PCHD Construction Permit and approved plans and the standards, rules and regulation of the Putnam rtment of Health. Date: '1-10- C� I Certified by k"'Mj P.E. J,,-" R.A. Address 9LQ /( h- ]'�,. "vj V License # S /,ZA Any person occupying premises served by the above system(s) shall promptly take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewage treatment system shall become null and void as soon as a public sanitary sewer becomes available and the approval of the private water supply shall become null and void when a public water supply becomes available. Such approvals are subject to modification or change when, in the judgment of the Public Health Director, such revocation, odific iorior change is necessary. By: _ Title: Date: I 'Z White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional For PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES WELL COMPLETION REPORT Well Location Street Address: 201 skef Town/Village: Af A4 Tax,Grid # Map.-2,0 Block ° Lot(s) r� Well Owner: Name: Address: 11 v ,Vv� 0 Use of Well: 1- primary 2- secondary Residential Public Supply Air cond/heat pump Irrigation Business Farm Test/monitoring Other(specify) Industrial Institutional Standby [Drilling Equipment Rotary Cable percussion .�- Compressed air percussion Other (specify) Well Type Screened Open end casing Open hole in bedrock Other Casing )(Details Total length _ ft. Length below grade 210 ft. Diameter Tin. Weight per foot _/I_Ib /ft. Materials: Steel _ Plastic _ Other Joints: _ Welded X Threaded _ Other Seal: _ Cement grout , Bentonite Other Drive shoe: JX Yes No I Liner:_ Yes No Screen ][Details Diameter (in) Slot Size Length(ft) Depth to Screen (ft) Developed? First Yes—No Hours Second Well Yield Test _Bailed _Pumped _, Compressed Air Hours Yield gpm Depth Data Measure from land surface- static (specify ft) 9 During yield test(ft) o , Depth of completed well in feet 3�' Well Log If more detailed information descriptions or sieve analyses are available, please attach. Depth From Surface Water Bearing Well Diameter(in) Formation )(Description ft. ft. Land Surface le) If yield was tested at different depths during drilling, list: Feet Gallons Per Minute Pump /Storage Tank Information Pump Type-5v b, Capacity I ;-_ Depth 3 S 0 Model ! 3 ral z06,,,,j, Voltage -.3 6 HP '2- Tank Type !, � -3o2- Volume 9 Le Date Well mpl ted Putnam County Cert ification No. Date of Re rt Well Driller (signature) k. NOP )&act'location of well with distances to at least two permanepf landxftarks to be provided on a separate sh,;e�f/plan. v/ Well Driller's Name X116,k Address: /l Signature: w Date: d White copy: HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WC -97 1 .0 Harry W. Nichols Jr., P.E. Patterson Park, Suite 106 2050 Route 22 Brewster, NY 10509 (845) 279-4003, Fax 279-4567 CONSULTING SITE ENGINEERS JOB No. 0( ) 0 6 SHEET No. 1 OF COMPUTED BY _DATE CHECKED BY 1 DATE RV�_T S81_g�;Lrb�& Pump cj4-A R 16;,7, i -rT I tyk:S_" QULV 1511 jq. T T' 14� P7=QUjy,6.LC L N7 _Cr e�A z7,55F- r -------- ---- - Tb N I_C _4_6A.D 2-4, 43FT . ........ .. ...... .... ........... ....... .... .. . . ......... ................ ... . ....... Details Pump Characteraspo¢s Performance Data Pump/Motor Unit Steel le Dielectric Oil Manual Models Cast Iron Pump Casing Cast Iron nA4 RIS Horsepower Impeller ZM2M6 Upper Bearing Single Row Ball Bearing Full Load Amps Single Row Bali Bearing Fasteners Stainless Steel 5 1.8 1.5 Manual Models 3 N14 M5 Horsepower 1 Full load Amps 11.5 11. 0 5.0 4.4 2.2 1.7 motor Type Ca . Three -Phase R.P.M. 1750 Phase 0 1 3 Voltage 200 230' 200 1 230 460 1 575 Hertz 60 Temperature 140° F Ambient NEIRA Design A Insulation Class A Discharge Size 2" NPT std. (3" opt.) Solids Handling 2" Unit Weight 76 lbs. Power Cord 16/3, STWA,10, 20' std. 16/4, STWA, 30, 20' std. Materials of Construction Handle Steel Lubricating Oil Dielectric Oil Motor Housing Cast Iron Pump Casing Cast Iron Shah Stainless Steel Mechanical Shaft Seal Seal faces: Carbon /Ceramic Seal Body: Brass Spring: Stainless Steel Bellows: Buna -N Impeller Cast Iron Upper Bearing Single Row Ball Bearing Lower Bearing Single Row Bali Bearing Fasteners Stainless Steel � A I ® )Pentair Pump Group 1840 Baney Road Ashland, Ohio 44805 Tel: 419- 289 -3042 Fax: 419- 281 -4087 www.hydromatic.com ISO 9001 Certified Dimensooana I! cl t d 4- 5/16" 8 -1/16" (109) 5 -7/8" (204) (149) 4 -3/4" (120) 3- 13/16" (96) 21- 1/16" 22 -114" (534) (565) 6 -1/2" (165) Single -Phase shown All dimensions in inches. Metric for international use. Component dimensions may vary t 1/8 inch. Dimensional data not for construction purpose unless certified. Dimensions and weights are approximate. On /Off level adjustable. We reserve the right to make revisions to our product and their specifications without notice. 9 1 YYY Hydromatic®, Ashland, Ohio. All Rights Reserved. — Your Authorized Local Distributor — Item #: W -02 -6300 9/99 8M PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM o t4cn 30, Z— (.2o Owner or Purchaqr of Building Tax Map Block Lot JA y f3v AL. , T,,� Building Constructed by PJJ Location - Street c 1 11;1 -e-4-, � 14,' Building Type +L-LgLA-, TownNillage Subdivision Name . 2. A-- Subdivision Lot # I represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewage treatment system serving the above - described property, and that is has been constructed. as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs or assigns, to place in good operating condition any part of said system constructed by me which fails to operate for a period of -two years immediately following the date of approval of the "Certificate of Construction Compliance" for the sewage treatment system, or any repairs made by me to such system,..except where the failure to operate properly is caused by the willful or negligent act of the occupant of the building utilizing the system. The undersigned further agrees to accept as conclusive the determination of the Public Health Director of the Putnam County Department of Health as to whel to operate was caused by the willful or negligent act of the occ system. Dat y Signatt Title: Genejt' °Contractor (Od/er) - Signature ,'T � 7,� , orporation atio/n�) Address: /;tr State //: Corporation Name (if corporation) Address: S�� --t.� Zip G'' State Zip Form GS -97 ICU TNAM COUNTY DEPARTMENT ®IF HEALTH �-�- DR VII5IIGN ®IF IENVRROi` M ENTAIL HEALTH SIERVIICIES v /QkL y CONSTRUCTION PERMIT FOI[8 ATM ENT SYSTEM Located at . PUI)D i Hel °evTP-FjF-T Town or Village N—,Hm wo°� Subdivision name Subd. Lot # 2A Date Subdivision Approved q� 1 -11 Owner /Applicant Name MT-HOH� 4 HW M *°o� Tax Map 9) 0 ° Block 11, Lot GO Renewal Revision Date of Previous Approval Mailing Address Cal- PP 1`9F HAM-0 PPV_', j `'$Y Zip 1 d i Amount of Fee Enclosed Building Type R.E5 MD ' � Lot Area 6,0 -4No. of Bedrooms t Design Flow GPD 660 Selpairate Sewerage System to consist of Other Requirements: Poi? 6*i /5_rrEVr To be constructed by Water Supply: Public Supply From or: Private Supply Drilled by 1-'2) "0 ` gallon septic tank and Address Address Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatment syaem system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. Signed: Address w H F--0*9 P.E. :1, R.A. Date 1'2 B di l m 10lM License # '%ol Z4 APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considere ecessary byPf Public Health Director. Any revision or alteration of the approved plan requires a new pe App a ditch e f omestic sanitary se age only. By: Title: 1 Date: �% v White copy - HD File; Yellow copy -Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL please print or type PCHD Permit # Well Location: Street Address: Town/Village Tax Grid # P � �H (A Map �0 Block 2-Lot(s) 60 Well Owner: Name: Address: 11'k -ir j'oei ri �I- 5'r. -. ��l � ��1•r� I�1 h 0�`f 1. r�1� i0� �j�\ Use of Well: Residential Public Supply Air /Cond/Heat Pump Irrigation 1- primary Business Farm Test/Monitoring Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought gpm # People Served O , Est. of Daily Usage Coal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling , New Supply (new dwelling) Deepen Existing Well Detailed Reason for Drilling Well Type Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No Is well located in a realty subdivision? .............. Yes_ No .... ................. Name of subdivision � Lot No. �- Water Well Contractor: i $)y Address: Is Public Water Supply available to site? Yes No Name of Public Water Supply: Town/Village Distance to property from nearest water main: Proposed well location & sources of contamination to be provided on separate eet/plan. Date: 1 �%-� �� Applicant Signature: 442-1A.4 - Z' v ci PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above, is granted under provisions of Article 10 of the Putnam County Sanitary Code and Subpart 5 -2 of Part 5 of the New York State Sanitary Code and provided that within thirty (30) days of the completion of water well construction, the applicant or their designated representative shall: 1) Pump the well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED FOR CONSTRUCTION: This appro I- expires two ye from the date issued unless construction of the well has been completed and i and-is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Well to be constructed by a water well driller certified by P tnam County. Date of Issue 57-1 17 cot f Permit Issuidg Official: Date of Expiration I I I j, I o Title: Permit is Non-Transferrable White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 11"R., o wl\ v I F I N I CHAPTER 144: Freshwater Wetlands, Watercourses and Waterbodies Ordinance of the Town of Putnam Valley, New York. The Town Wetlands Inspector, as Approval Authority, has determined that the proposed action is an Unlisted Action under SEQRA, and will not have a significant environmental impact. Therefore, a PERMIT WAIVER is granted subject to the conditions noted below. DATE PERMIT ISSUED: DATE PERMIT EXPIRES: APPLICANT /SPONSOR: PROPERTY LOCATION: May 8, 2000 May 8, 2001 Anthony & Mary Martone 62 Steiner Drive Mahopac, NY 10541 Pudding Street TAX MAP #: 30 -2 -60 SIZE OF PARCEL: 6.32 acres ZONING: R -3 PROPOSED ACTION: Construction of single family residence, septic system, . driveway and well within wetland buffer and watercourse crossing MATERIALS REVIEWED: 1. Application Materials, file # WT -328. 2. Wetland Mitigation Plan as prepared by H. Nichols Jr., P.E., dated 12- 17 -99, last revised 03- 11 -00. CONDITIONS OF PERMIT: 1. The latest site plan shall be revised to show the following: a. Add language to plan that wetland. buffer area to be a no mow zone, no cutting or removal of vegetation permitted. A specific note added on the other side of the split rail fence. area.. b.. The split rail fence should be extended to run along the entire length of the wetlands buffer terminating at the stone wall. The purpose is to separate the septic area also from the edge of the wetland buffer. Pagel oft c. The proposed biofilter area needs further description, including purpose, design details, planting arrangement, etc. 2. All revisions to be submitted to Wetlands Inspector for final review and sign -off prior to Permit Waiver becoming valid. All other conditions noted must also be complied with prior to Permit Waiver becoming valid. 3. The Wetlands Inspector shall inspect construction of the driveway, stream crossing and installation of mitigation plantings, and all wetland disturbance areas. 4. The Building Inspector shall be notified once erosion control measures are in place and at least 48 hours prior to the initiation of any site work. 5. When Erosion controls are required, they must be maintained properly throughout the construction process and remain in place until final site inspections for compliance with conditions of permit have been completed. 6. The Planning Board, Wetlands Inspector, and/or Building Inspector, shall have the right to inspect the project from time to time. 7. The permit shall be prominently displayed at the project site during the undertaking of the activities authorized by the permit. 8. An additional escrow account in the amount of $ 300 must be established with the Town before this Permit Waiver can be considered validated. These additional escrow funds will be appropriated as required for construction monitoring purposes. Any portion of the account not used during the project monitoring period shall be returned to the applicant upon satisfactory completion of the project. Noncompliance with the conditions above will invalidate this Permit Waiver, and may result in a Notice of Violation and /or a Stop Work Order. Any questions regarding this Permit Waiver should be directed to the Town Wetlands Inspector (914) 762 -7288, or the office of the Building Inspector (914) 526 -2377. Date Permit Waiver Prepared: May 8, 2000 cc: Applicant Building Inspector Planning Board Paget of2 Environmental Commission Stephen W. Coleman Town Wetlands Inspector PVTNAM' COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION FOR APPROVAL OF PLANS FOR A WASTEWATER TREATMENT SYSTEM 1. Name and address of applicant: � � t'� o �� '►' ira�; (r��- � Hf! 2. Name of project: 0��- PMn 40K, 3. Location( /N: 4. Design Professional: i�W21 \J" �A�CM-5 �- PE 5. Address: Bw sTe�- 14 105(A 6. Drainage Basin: PF'A � %M- 7. Type of Project: -C Private/Residential Food Service Apartments Institutional Office Building Realty Subdivision M,wvo\�cJ Q-'(c K Commercial Mobile Home Park Other (specify) 8. Is this project subject to State Environmental Quality Review (SEQR)? Type Status (check one) ....................... ............................... Type I Exempt Type II Unlisted X 9. Is a Draft Envirormer_tal impact Statement (DEIS) required? ......................... X10 10. Has DEIS been completed and found acceptable by Lead Agency? ............... k , �-\ 11. Name of Lead Agency 12. Is this project in an area under the control of local planning, zoning, or other officials, ordinances? ......................................................... ............................... 13. If so, have plans been submitted to such authorities? N 0 14. Has preliminary approval been granted by such authorities? k� 0 Date granted: 0 A 15. Type of Sewage Treatment System Discharge................. surface water ? groundwater 16. If surface water discharge, what is the stream class designation? .................... N A 17. Waters index number (surface) 18. Is project located near a public water su° _y system? ....... ............................... Ho 19. If yes, name of water supply 1' Distance to water supply .*-. 20. Is project site near a public sewage collection or treatment system? ................ 21. Name of sewage system Distance to sewage system 22. Date test holes observed i �, S� � �,d 23. Name of Health Inspector X04 �3 IKIA Kt 24. Project design flow (gallons per day) ................................. ............................... 25. Is State Pollutant Discharge Elimination System (SPDES) Permit required ?... w 26. Has SPDES Application been submitted to Local DEC office? ......................... .N 8/99 Form PC -97 2 2 7. Is any portion of this project located within a designate Tow r State wetland? a cC;, 28. Wetlands ID Number ... .................................................... ............................... JIA, tJJrt�� 29. 'Is Wetlands Permit required? .................. ............................... ........................ i m Has application been made to Town or Local DEC office? ............................... *15 30. Does project rewire a DEC Stream Disturbance Permit? .. ............................... H 31. Is or was project site used for agricultural activity involving application of pesticides to orchards or other crops, solid or hazardous waste disposal, landfilling, sludge application or industrial activity? ............................ Yes/No N 32. Is project located within 1,000 feet of existing or abandoned landfill, hazardous waste site, salt stockpile, landfill, sludge disposal site or any oT.her potentially known source of contamination? ............................... Yes/No N4 DESCRIBE: 3?. Is there a local master olan on file with the Town or Tillage? ......................... -c� 34. Are cor.rnunify water and/or sewer facilities planned to..be developed within '_ 5 years in or adjacent to project site? ................................ ............................... _ 00 35. Are any sewage treatment areas in excess of 15% slope? . ............................... 0 f 36. Tax Map ID Number .......................... ............................... Map Block Lot � 37. Approved plans are to be returned to ..... Applicant( ` Design Professional NOTE: All applications for review aiid approval of G new SSTS to be located wifain the NTYC 1XIatershed shall be sent to the Department, and reed not be sent in d- :plicate to the DEP, although the project may require DEP approval of the SSTS prior to final approval by the Department. Projects within the watershed may also require DEP review and approval of other aspects of a project, such as stormwater plans or the creation of impervious sZLaces, and the project applicant should obtain the appropriate forms for such activities from DEP and submit those forms to DEP for review and approval. If the application is sigr:ed by a person other tha_n'the applicant shown in Item l .,the application must be accompanied by a Letter of Authorization (Form LA -97). Failure to comply with this provision may be grounds for the rejection of any submission. I hereby affirm, under penalty of perjury, that information provided on this form is true to the best of my knowledge and belief. False statements made herein are punishable as e class A misdeiweanor pursuant to Section 210.45 of the penal A¢we ,, SIGNA TUIRES & ®FFICUL TITLES. Mailing Addr. ss: i.. �G0 ('Ii1Vti1tJy..t�i -OPt17 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM J Owner��(/I%� Address �� i'ft✓1 NE�2 0�- l`i�t�Pt, ►si It��11 Located at (Street) ti 90 'Tax Map Block 2- Lot (indicate nearest cross street) Municipality w Al WINl Drainage Basin POPSY -W _-} U60 C%/ f .Date of Pre - soaking SOIL'?ERCOLil TIO TViT D1 "�,T:'� Hole No. Run No. Time Start - Stop Ela se Time (iln.) Dep th to Water )From Ground Surface (Inches) Start Stop Water Level Drop In Inches Percolation Rate Min/Inch i 2 4 5 3 30 4 5 0 3o 0,10 f C;p 14 4 3;a�- 3; s "30 0,10'1 91° ►� 1.5� 5 L NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at eac„ 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 (" C.-- � Z AT DEPTH 0.5' 1.0' 1.5. 1 2.0 3.0' 3.5' 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 8.5' 9.0' 9.5' 10.0' �-� TEST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES HOLE NO. _rP_.R- HOLE NO. HOLE NO. oq- ww Wo wry tjpe �,,M s r� Indicate level at which groundwater is encountered Indicate level at which mottling is observed hp� Indicate level to which water level rises after being encountered Deep hole observations made by: V' 6T61U k&% (iAtr).�Fr- Mw" Date 11 Design Professional Name: ¢FAQ - ` WJ H16, oR°iti X, M. Address: W."V6V4 fl�-QKD 1 vj NEW y Q4 sa a r «�� Signature: i+ LU No. 56124 Design Professional's Seal OFESSO�P� �1 (0 6 -51I AM Lop m HOLE NO. HOLE NO. oq- ww Wo wry tjpe �,,M s r� Indicate level at which groundwater is encountered Indicate level at which mottling is observed hp� Indicate level to which water level rises after being encountered Deep hole observations made by: V' 6T61U k&% (iAtr).�Fr- Mw" Date 11 Design Professional Name: ¢FAQ - ` WJ H16, oR°iti X, M. Address: W."V6V4 fl�-QKD 1 vj NEW y Q4 sa a r «�� Signature: i+ LU No. 56124 Design Professional's Seal OFESSO�P� Indicate level at which groundwater is encountered Indicate level at which mottling is observed hp� Indicate level to which water level rises after being encountered Deep hole observations made by: V' 6T61U k&% (iAtr).�Fr- Mw" Date 11 Design Professional Name: ¢FAQ - ` WJ H16, oR°iti X, M. Address: W."V6V4 fl�-QKD 1 vj NEW y Q4 sa a r «�� Signature: i+ LU No. 56124 Design Professional's Seal OFESSO�P� 14.164 (2187) —Text 12 PROJECT I.D. NUMBER 617 .21 SEAR Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM... For UNLISTED ACTIONS Only. PART I-- PROJECT INFORMATION (To be completed by Applicant or Project sponsor) 1. APPLICANT ISPONSOR 2. PROJECT NAME : ANT a}o A5* T5 3. PROJECT LOCATION: Municipality 1 v t r �� County A, PRECISE LOCATION (Street address and road Intersections, prominent landmarks, etc., or provide map) f S. IS PROPOSED ACTION: Rhelv ❑Expansion ❑Mcdlficationfalteration E. 0ESCRI3: PROJECT BRIEFLY: ii�l�a�at�!tP� hh�5 w��l✓ fi �—ES t a� 7. AMOUNT OF LAND AFFECTED: r G, Initiaity G• acres Ultimately Wt 4 acres 8. VALL PROPOSED ACTION COMPLY WITH EXISTING 20NING OR OTHER EXISTING LAND USE RESTRICTIONS? 9Yes L' No It No, desciibe briefly 9. WHAT IS PRESENT LAND US? IN VICINITY OF PROJECT? JRResidentia' Gindustrial ❑Conmerciai C3 Agriculture gParWorestlOpen space ❑Other Describe: JT W MvAX\U UL* Avu\ F,1HINttr �(� \v� • 1C. DOES ACTION Ati'!0! V: A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL STATE OR LOCAQ? Yes ❑ No It yes, list agency(s) and perml,ilapprovals �i�1�P�w Q'�'nr'�,' •S'o�r►� a� �ta� �� WL'�.��5 Q�� t•eN oc.��ar►e�� "T�ra ��- Q.9rr�f•` -� �(�c� 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VAUD PERMIT OR APPROVAL? ❑ Yes 0 It yes, (ist.agency name and permit/approval .. . 12. AS A P•ESULT OF PROPOSED ACTION WALL EXISTING PERMITIAPPROVAL REOUIRE MODIFICATION? ❑ Yes ICth0 I CERTIFY THAT THE INFORMATION PROVIDED ABOVE iS TRUE TO THE BEST OF MY KNOWLEDGE Applicacttsponscr name: Signature: •Af � iAkG O I J(� � Pe . (�A� Aw • i2��'11�;� Date: ry•• If the ac ion is In the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER PART II— ENVIRONMENTAI. ASSESSMENT (To be completed by Rgency) A. DOES ACTION EXCEED ANY TYPE 1 THRESHOLD iN 6 NYCRR, PART 617.127 It yes, coordinate the review process and use the FULL EAF. ❑ Yes ❑ No 8. Will ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED knONS 14 6 NYCRR, PART 617.6? It No, a negative declaration may be superseded by another Involved agency.. ❑ Yes • ❑ N3 C. COULD ACTION. RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible) Ct. "Existing air quality, surface or'groundwater quality or quantity, noise levels, existing traffic patterns, solid waste production or disposal, potential for erosion, drainage or flooding problems? Ex lain brtell • ..P . C2. Aesthetic, agricultural, archaeological, historic, or other natural or cultural resources. or community or neighborhood character? Explain briefly: e C3. Vegetation or fauna, fish, shellfish or wildlife species, significant habitats, or threatened or.endangered species? Explain briefly- 0 C4. A community's existing plans or goals as officially adopted, or a change in use or intensity of use of land or other natural resources? Explain briefly Ci. Growth, subsequent development, or related activities hicely to be induted. c- y the proposed action? Explain briefly. • C6. Lon-, term, short term, cumulative, or other effects not identified In C1-05? Explain brieffy t!_1 C7. Other impacts (including changes In use of either quantity or type of energy)? Explain briefly. n • i" 3 D. IS THERE, OR IS THERE LIKELY TO BE, C04TFIOVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? " ❑ Yes ❑ No If Yes, explain briefly -• ^.y DART 111— DETERMiNATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial, large, important or otherwise significant. Each effect should be assessed in connection with Its. (a) setting (:e. urban or.rural);_(b) probability of occurring; (c) duration; (d) Irreversibility; (e) geographic scope; and (f? magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse Impacts have been Identified and adequately addressed. ❑ Check this box if you have Identified one or more potentially large or'significant adverse impacts which MAY occur. Then proceed directly to-the FULL EAF and /or prepare a positive declaration. Q. Check this box if you have determined, based .on the Information and analysis above and any supporting documentation, that the proposed action WILL NOT result in any significant adverse environmental Impacts' AND provide on attachments as necessary, the reasons supporting this determination: Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency T' e of Responsible Officer n•• Signature of Responsible Officer in Lead Agency Sigutute of Preparer(Ii different rom responsible officer) ` r%— DEPTH G.L. 0.5' 1.0' 2.0' >.' 3.0' 3.5' 4.0' 4.5' 5.0' 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 8.5' 9.0' 9.5' 10.0' TEST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES HOLE NO. HOLE NO. SPA - II "r L-o I;\r- II - --- {IL.oNM HOLE NO. Indicate level at which groundwater is encountered Ho1J7- Indicate level at which mottling is observed Hp Indicate level to which water level rises after being encountered Deep hole observations made by: APt,r1 (FLAD).PFf s"° (W\) Date ►� �5-°�5 Design Professional Name: kf\*Y �J, Address: U' m1�- nug yon, Si; nature: rnp 4 } A' No. 58124 Design Professional's Seal o'090FESSV), P Xu I1N PA: 1XI Q,v uir 1 x JuJ�:k'AKJ 111�1� 1' C)k' H�AL"I'H DIVISION OF ENVIRONMENTAL HEALTH SERVICES LETTER OF AUTHORIZATION RE: Property of ��r1 }o HY 4- H� Located at V�� T(V N'rWrn .01UA Subdivision of Subdivision Lot Gentlemen: Tax Map 7'= �a CA, it, %0 � Block (2— Lot Gb Filed Map Date Filed g �� This letter is to authorize RA J w HIG�+Ol� 1 ' a duly licensed Professional Engineer X 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 Nvith this matter and to supervise the construction of said wastewater treatment and/or water supply systems in conformity with the pcovisions of Article 145 and /oc 147 of the Education Law, the Public Health Law, and the Putnam County Sanitary Code. Countersi, ed: P.E., R.A., r _ Mailin; Addcess Stare Hy Zip Telephone Very truly yours, imed (0 P /0pem1) Mailing Addcess: �� 511�i11� 0�iy� M VAP �c- o 1\ State Zip N� ) Fo,, L!k•S1 LAURENT ENGINEERING / \ \ ASSOCIATES, P.C. 20 Milltown Road Brewster, New York 10509 / \ (914 )278 - 6108 - (Fax )278 -2658 H Y W. Nichols Jr., P.E. CONSULTING SITE ENGINEERS December 20, 1999 Adam Steibeling Putnam County Health Department 4 Geneva Road Brewster, NY 10509 RE: Individual SSDS - Tony Martone Gibbons Subdivision - Lot #2A Pudding Street Town of Putnam Valley Dear Mr. Steibeling: Enclosed are the following: 1. One (1) print of Drawing SS-2A, "Proposed S SDS," dated 10 -1 -99. 2. "Three prints of Drawing SF -2A, "Preliminary Plan for Fill Section Only." 3. "Application for Approval of Plans for a Wastewater Disposal System." 4. "Construction Permit for Sewage Disposal System," dated 12- 15 -99. 5. "Well Application." 6. "Design Data Sheet." 7. "Letter of Authorization," dated 12- 15 -99. 8. Two (2) copies of Residence Floor Plan(s), for `Bedroom Count Only." 9. Review Fee in the amount of $300.00. We would appreciate your review, approval and issuance of the Construction Permit at your earliest convenience. Very truly yours, LAURENT ENGINEERING ASSOCIATES, P.C. lam, w n Harry W. Nichols Jr., P.E. HWN:JM:his 99067 .1 ] UTNAM COUNTY D E?ARTMIENT OF HEALTH IDEVR ON OF IENWRONMIENTAL HEALTH S ERWCCIES CONSTRUCTION PERMIT AGE TREATM IENT SYSTEM PEIlSMIIT # ! � F-1V G_�J PE Cr rr Located at PUa,6\ NG 5�rF Town or Village P U I N A ivy VA L, LY Subdivision name �R)K)t\�S Subd. Lot #2A Tax Map 5D, Block 2 Lot Date Subdivision Approved 9 S / 71 Renewal Revision Owner /Applicant Name R N T 1 i ON y � M I \QN�Z- Date of Previous Approval Mailing Address �2 STE � NI �l b�, W M ( 1A 9L6 C 1 N y Zip Amount of Fee Enclosed Building Type QTJ ANN Lot Area ,'�-)2)4 No. of Bedrooms Design Flow GPD � 00 Fill Section Only Depth . Volume PCIIIID NOTIFICATION IS 881E UIIR E➢D WHEN FILL IS COMPLETED Separate Sewerage System to consist of � �� gallon septic tank and 3 -75 L-i �-, Other Requirements: .1V F S S TC�-'v To be constructed by TQA� Address WzjgK SUP41v: Public Supply From oir: x Address Private Supply Drilled by TGb Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatment system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion. thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. n Signed: Address P.E. X R.A. Date % /9 i0 lY 1OS09 License # 1(0 12,i APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new pe Approv for ' c arge f domestic sanitary sew a only. By: Title: ( Date: o Q White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Pr fessional Form CP -97 To: �C(� -I) Attention:�x�^ -� S Gentlemen: We enclose (.q copies of. /W Prints 0 Reoroducibles O Specifications O Memorandum Description: Harry W. Nichols Jr., P.E. PeVAM Perk, Salto 106 2050 Ratio 22 Brow", NY 10509 Tokpbm (845) 2794003 Fax (845) 2794567 Date: 7 - /I -CI I Job No.: d �.- U2-S�, a a Project' iorG <) s SS TS 0 Reports 0 Copy of letter • is n ■ Revision/Date No. rv�(1JSecC SSTs rl y'G✓ 7 —-0! �G L l / `LrG�i j��CvS � Y-S� !✓mot, .!°� i'" I (� I 7-i -0/ Sent Via: OOur Messenger 0 Blueerinter 0 First Class Mail 0 Special Delivery ,. O Your Messenger 0 Hand Deliver O Copy to Very trul yours, Harry W. Nic Jr., P.E. Oct 12 01 01:12 SUPER TURBINE 19147696756 p.3 Details .� (dump Characteristics Performance D®t Pump/ for Ualt Submrsilde Makual Akdds MI MI M2 I M6 M3 M4 MS Automodc Model% Al bgeger A2 Upper Bearing., Brous Sleeve lower Bearing Single Raw 6011 Bearing Automik All Brz. ABI Horsepower 1/2 Full load Amps 12 0 5.1 6.0 4.I 3.5 1.9 1.4 Fdotor Type Split -Phoso I Three - Phose RPM. 1750 Phase 0 I 1 3 Volt I 1 S 200 230 200 230 460 515 Hertz 60 Ovation leternittsof To re 140°F Amblad HEM Desi n A Insulotlon . (lass A Discharge Sire 2" NPT std. (3" t) Solids Handing 1.1/2" Unit Weight 70 Un. (SPSOABI 11 U1s.) Power Card 16/3, STWA, to 115Y, 230V =10' std. (20' optional) 16/4, STWA, 3o 200Y, 239V, 460V, or SISV = 20' std. Materials ®f Construction Handle Steel lubricating Od . Diele(trk Oil Mow Hoasiog Cast Iron'' Pump Cesing Cast'iron' Shaft Sttdldess Steel Rechalcd Shot Soul Seal Faces: Carbon /(emmk Seal Bode Brass Spring: Stainless Steel Bellows Bete -Id bgeger Cast Irbn' Upper Bearing., Brous Sleeve lower Bearing Single Raw 6011 Bearing Fastener Stalkless Steel 'SPSOA@1 =biome ® YR `N 1 ]Pentair Pump Group 1840 Boney Road Ashland, Ohio 44805 Tel; 419- 289.3042 Fax: 419- 281.4087 www.Fydromatic.com ISO 9001 Certified Dimensional Date 418 "_ 8•t16' (111) mil'_ fr716' (206) (149) 2- (60) NPT 4$18' DISCHARGE a17i a• 16" IF I 19• (467) MINIMUM BUMP DIA. 14.114' Pfd ON 12- 13/16' 127/16, DICHARGE (s26) (ora) HIGH —••r 544' 6.718' (149) JUM OFF All dimensions in inches. Metric for International use. Component dimensions may vary t 1/8 inch. Dimons(onal data not for construction purpose unless certified. Dimensions and weights are approximate. On/08 level adustable. We reserve the right to make revisions to our product and their specifications without nonce. 0 1999 Flydromatie, Ashland, Ohio. AB Rights Reserved. — Your Authorized local Cisrrilwtor — Item N: W -02 -6260 f1 /99 10M OCT -12 -2001 FRI 13:14 TEL:845 -278 -7921 NAME:PUTNAM COUNTY DEPARTMENT OF P. 3 .J `.J TURBINE 19 147696756 TUR Oct 12 01 01:12p p.2 FEATURES The Hydromatic SP50 submersible pump is specifically designed to meet the demands of handling wastewater and sewage in residence and commercial building applications. The 2 inch NPT discharge pump (3 inch discharge optional) is available with a powerful 112 horsepower motor, in both automatic and manual configurations; and can handle capacities up to 150 gallons per minute and heads to 29 feet. The SP50 features a heavy -duty cast iron construction that provides durability in rugged applications, as well as assisting in dissipating heat from the motor, for cool- er operation. It is also available in an all bronze model. The pump's high- capacity, non -clog, cast iron ii`npeller, which is threaded to a stainless steel shaft provides long life even in demanding applications; and is capable of handling up to 1 -112 inch spherical solids and lint. The SP50 also features precision, carbon- and ceramic -faced mechanical shaft seals that are extensively lapped, providing for a long, leakproof life. `t The SP50's oil - filled motor provides superior cooling characteristics, allowing the motor to run cool and quiet for years. This oil- filled design also provides permanent lubrication of the shaft bearings, minimizing maintenance and extending the service life of the pump. In addition, to protect against overheating, the motor windings contain an automatic reset thermal overload (1 o). Water level is controlled on automatic models by Hydromatic's proven diaphragm type pressure switch, which is sealed in a water tight cast iron housing. Double diaphragm construction provides added protection on preventing liquid or foreign matter from entering switch. I't1go HYDROMATIC e Pentair Pump Group Poge 2 NAME:PUTNAM COUNTY DEPARTMENT OF P. 2 OCT -12 -2001 FRI 13:14 TEL:845- 278 -7921 Oct 12 01 01s11p SUPER TURBINE 19147696756 p.1 A COnpvlete Line of Pumps and Accessories FACSIMILE COVER SHEET TRANSMITTING FROM FAX NO. 914-769-6756 NUMBER OF PAGES INCLUDING COVER SHEET ATTENTION: -5+lzm i ►� FAX NO. 27 x''"1921 - DATE: TIME SUBMITTED: FROM: r-� SUBJECT: MESSAGE: ,r, IF YOU SHOULD ENCOUNTER ANY PROBLEMS WITH THIS FACSIMILE TRANSMISSION, PLEASE CALL US AT 914-76M70. OCT -12 -2001 FRI 13:13 TEL:845- 278 -7921 NAME:PUTNAM COUNTY DEPARTMENT OF P. 1 r LAURENT ENGI ERING ASSOCIATES, P.C. MILLBROOKE OFFICE CENTRE Route 22 E Mii:town Road \ Brewster, New York 10509 CONSULTING SITE ENGINEERS 100 No. • 110(0.1 SHEET No. COMPUTED BY 16J7....... OF DATE 2. iIIH10o JM CHECKED BY wN DATE I/JH 10D SCALE IBS, vo . .... ._._... .. _. . _ ................_ ... ... . ..... . . . _... _ ........ '' ��pF'i�i•Etgyo ' -01 -c - _...._...: :...._..._..._. - - - -- -- - - - - -- _ ---- ....._... a Gtou>.oS 387 w �ho� l� , � "F : - .- -• - - -- - ... .... _... .._ .. _.. _._..._........_._ ......._._ - ._...__._��Q No. 56124 OF_... 16J7....... ...... _ _ .......... , Aoi too VrT..fl�l!1:Lr..... __.. '' ��pF'i�i•Etgyo ' -01 -c - _...._...: :...._..._..._. - - - -- -- - - - - -- _ ---- ....._... a Gtou>.oS 387 w �ho� l� , � "F : - .- -• - - -- - ... .... _... .._ .. _.. _._..._........_._ ......._._ - ._...__._��Q No. 56124 OF_... LAURENT E-NGIi -:RING ASSOCIATES, P.C. / �ttlIBROO Cc OFF;CE CENTRE Routs 22 & Mi;Cown Road Bressler, New York IOSC9 CONSULTING SITE ENGINEERS J0B No.. 1 10(01 - -.._..... _. —...i. 71.1 0. T % SHEET Flo. 0= - O COMPUTED B'! DATE ei._ NWN ii- I I 1 CHECKED CHECKED BY 0ATE SCALE - -.._..... _. —...i. 71.1 0. T O . ei._ 0. W , M APPLICATIONS For Homes . Farms Trailer courts Motels Schools .Sewage systems Hospitals, Industry Dewatering . anywhere waste or drainage must be disposed of quickly, quietly and efficiently. SPECIFICATIONS Pump: Solids Handling Capabilities: 2" maximum Capacities: Up to 180 GPM Total Heads:.. Up to 49 feet TDH Discharge types available: 2" NPT threaded casing. 2" NPT threaded companion flange'— "BFr;or "BHF" units. Optional 3 ", NPT threaded companion flange - "BF" or "BHF" units, must order (A1 -3) companion flarige:separately. Mechanical Seal: Carbon rotary/ ceramic stationary, 300 series stainless steel metal parts, BUNA -N elastomers. Temperature: '1.60 °F (71 °C) maximum. ;:: Fasteners- 300 series stainless steel. Capable of running dry without damage to components. Motor: Single Phase: 1 /3 -1 /2 HP 115V or 230V, 60 Hz, 1750 RPM; 3/.4HP 230V, 60, Hz, 1750 RPM; 1 HP, 230V, 60 Hz, 3500 RPM. Built in overload with automatic reset. `: Three Phase: 1/2 -1 HP 208/230 460V, 60 Hz, 1750 RPM;1 HP 208/230 -460V, 60 Hz, 3500 RPM. Overload protection must be provided in starter unit Shaft Threaded 400 series stainless steel. Bearings: Ball bearings — upper and lower. Power Cord: 15' standard (optional lengths available). Single Phase: 1 /3 -1 /z HP, 16/3 SJTO with three prong plug; 3/a and 1 HP, 14/3 STO with bare leads. Three Phase: 1/2-1 HP 14/4 STO with bare leads. On CSA listed models: 20' length SJTW or STW are standard. L., "BF" and "BHF" Models have ;:.. 2" Companion Flange. Goulds Submersible selkage Pumps ,G 0 -lob FEATURES Impeller. Cast iron — semi -open, non -clog with pump -out vanes for mechanical seal pro- tection. Balanced for smooth operation. Casing: Cast iron volute type for maximum efficiency. 2" NPT discharge adaptable for slide rail systems. Mechanical Seal: Ceramic vs carbon sealing faces, stainless steel metal parts, Buna N elastomers. Shaft: Corrosion resistant. stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. Motor: Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Designed for continous operation. All ratings are within the working limits of the motor. Bearings: Upper and lower heavy duty ball bearings construction. Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on`motor -end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. 0 -Ring: Assures positive sealing against contaminants and oil leakage. ©1985 Goulds Pumps, Inc. Etlective January 15, 1985 METERS FEET In 16- 50 no" 14- 0 lymo --%a- MENUM ME M 40 12 - ME -13 NEW grown 10 - 3: BOOM 30 WOMEN! - 8 ■ 0 &20 an 6 IMMEMOM 2 amosious" a 4- m"�s UMME19 10 2- n L o 0 20 4r 60 80 100 120 140 160 180 GPM r2) I I I 81 01985 Goulds Pumps, Inc. 10 20 30 40 M3/hr CAPACITY CgGOULDS PUMP% INC. SENECA FALLS NEW YOM 0148 Effective July, 1985 ES10111111 Union In onmosams Bow"Ho no" 0 lymo --%a- MENUM ME M - ME -13 NEW grown 'w MONO= a ilimi� I BOOM MINN WOMEN! ■ an an a, OEM IMMEMOM 2 amosious" a NUNN m"�s UMME19 an now"Mom OWNS am--* 0 --, ■ MESS a 0 ME momimsisI."� me ,%far. Oman EMMONS 111 & - a so ME in me So _2011 ■ a a noun ;NIXON a- -a —.00-MMillm"M miss a r an.. WE MMUZ ON ow�" MON"� MESON! BEE a WIMEMMUM moons MEN 5 a MU■■EW HE'S 11 ImAlkzWou NEI , SIM. _4111-ft 0 OEM omen x a so a 0 a Kim ga—u-na HOMEN .. an am imam ME MEN 0 ESE "a an no i IRISH% ME sonmMm nos" ME USUMS .4140MOM SEEM an ■- --- a NONE Emmons Z! mommu� WMM a "MEMO NMMM an MEMO son�" EMEMMEMEMIME011 a OEM am ME 2 ol Malsmm" Means on on US MEN MEMO USE a 0 a MMMw son ME A: M : f sa a a a a OEM NO 0 a NEI I ME= 'a WON omirm NMI an on moommommulmsm :rye moms ra woMMEEMEN "I_ ME BEEMMIMEN 0 moms WE 0 - Tw_ -We ■I am a MEN NO NoMe a on MESON WOMEN lammom ■MONSOON me MUSENE M 91 ona NEESE - Me 11 be 0 So Nos a ME mono WOMEN US ■I ■ som�ng a we ME= 00060111MENNEMMM a Mommom. ■ moons Ino so ■No MEN REMENESSEEM own - q NEMEAMEMMEng INMEMMM of on Mon"Mon OWN :16 WEL wMM gloo Room ■son MMIMMM 11101HUMN Usage" a No" a "R--kN=m MOMS on a me .Mxamommemim 01M ■ MEMOM on now 110,00"nor.11111 a an a mmomMM&-! 0 EMU MEMMMEMIlMon ■mmossonsommsom mosimmommommosomme SAMMERIM11MEM She MEE wommonn -dow-NINNUM MoMan wollown a MMIMM I SEEMS am MOMS= "EMMEM911 a 110M 'an 1002 man mina"Mul oa=lno I =Anne SEE "Sol 1111111 Emmaus a an 0 20 4r 60 80 100 120 140 160 180 GPM r2) I I I 81 01985 Goulds Pumps, Inc. 10 20 30 40 M3/hr CAPACITY CgGOULDS PUMP% INC. SENECA FALLS NEW YOM 0148 Effective July, 1985 J03 No. • 11061 SHEET No. OF �.- COMPUTED BY JM DATE CHECKED BY wN DATE SCALE X. :- •'.- :.:• -- �.........:_._ :.... ^..+. - . _ ECA. D.G..1 Q0..- - :...... tiO: � '..........._...... .. ....... _._.. _.............__ ............... --...._. .._..__._..__.- ._............__ .. _................. ........ . cr ._ � ._ - - - - -.G. :._ TOT1- s: L._ �C> 1��J�/ �L�N�_ �l' ?�._ �- �h��... Tls- �.r .........._ :....:�•;�•�•�_��.�. ..... -• •- -..... :....:. ___ �.._ � �. f? �:• C. �Q��1__. U, ��_ ��.'. I_ PJ :G_��._= _.�.�_�...._L.��_�c.... 3, IQ._..1=.�'..%laQ.:l..�r..... ..:- -:.... J TQTA.L ..�.. -- - - -- - -- -...__ �..._..._.__..........._.. _... lo- Gtou1 -96 $S1. LAURENT ENGINEERING ASSOCIATES, P.C. j MILLBROOKE OFFICE CENTRE WMown Route 22 & Road Brewster, New York \ 10509 - CONSULTING SITE ENGINEERS J03 No. • 11061 SHEET No. OF �.- COMPUTED BY JM DATE CHECKED BY wN DATE SCALE X. :- •'.- :.:• -- �.........:_._ :.... ^..+. - . _ ECA. D.G..1 Q0..- - :...... tiO: � '..........._...... .. ....... _._.. _.............__ ............... --...._. .._..__._..__.- ._............__ .. _................. ........ . cr ._ � ._ - - - - -.G. :._ TOT1- s: L._ �C> 1��J�/ �L�N�_ �l' ?�._ �- �h��... Tls- �.r .........._ :....:�•;�•�•�_��.�. ..... -• •- -..... :....:. ___ �.._ � �. f? �:• C. �Q��1__. U, ��_ ��.'. I_ PJ :G_��._= _.�.�_�...._L.��_�c.... 3, IQ._..1=.�'..%laQ.:l..�r..... ..:- -:.... J TQTA.L ..�.. -- - - -- - -- -...__ �..._..._.__..........._.. _... lo- Gtou1 -96 $S1. LAURENT E- NGINEERING i ASSOCIATES, P.C. / \ NtILLBROOKE OFFICE CENTRE Route 22 & Milltown Road j." Brewster, New York 10509 CONSULTING SITE ENGINEERS (A.� __ .._:.._ ..._ :_._.._ _:.._.......:_.._ _... _ ._... . -7, Ica .:o. • . SHEET No. J� COMPUTED BY DATE HWH I2ln'� CHECKED BY GATE SCALE (A.� __ .._:.._ ..._ :_._.._ _:.._.......:_.._ _... _ ._... . -7, 1 ,All Iron Construction �5 Epoxy Sealed.qqbl!,5 2 ;All Ball Bearing ,,_High Grade Turbine Oil ago'l 3;Stalriliiii Stee!Shaft, Outside & lnilde:: M Series HP --Volts Mai' ;A NISQi1P8 BF `1t:3 ZA 2 W5 126 BF w 1V 1f*x,,230 3 S05328* T "'A- 3 ` 1� VS 0.534BIQUIKI_r 1750 WS07.128,BF, ,7,` ttx 230 .1, 60,s 20412 16— .W WS0734B4O,.- �.,__.`460 9.0. B,BF 3 58-1. WS WS1034%BF .'� '_�7-r-460 11 01MO I Q H U.5� 230 Y 1 11 VVS10328KBHF.'",= -.�208/23 0 -.70 ?;., .3500 3 3.5 SIMPLEX &DUPLEX SYSTEMS "Simplex d(E tor Systems are used where faci litiesge,pe!ow existing Sy sewer lines' Also can.be.usecl for septic tank applications whiWiff Idint must be pumped away from , 't Duplex Effector Systems ofter the . necessary safe reqyiredb- y. institutions which cannot afford an, interruption in their sewage disposal �systems. "BF and "BHP Models 7 - "B" Models .'-•�Dirnei Goulds ivbmerslble 5 tiewa f. Pumps 3887 ORMANCE Es: T1,,v,v WS0511B,BF q, 6712 BH WS051*2B;BF VWIIAN S 6'6� L, , lW3iiq,BF. WS0632B,BF 507326 BF Si WSiW�R;gHl 'VIS*631Z�0f, WS0534B,BF S0734B,BF WS'l, B, S§ , `63" Ed PgiR VLLAB tLq_ 175 �� 1-2 5 WO . J1KIP 4. 150 '126 150, AT L iL — _w,125 7 �12 jo 21 F 17� 7 49 V,c =117MZZ 7 0 11 MIT Z' 11 y1m U 11 U-7, .V F4 7" g 7)7s �T"'T 57P $IONS (IN INCHES) 7 3 7 7N 77, 5:y A' ick- ac B k iodels are 17%" except 1�1 4 10 a4 i 4 rcon'sin, 6i; approximate. Do no use s:' t us fo ion able �A Certifications: ,anAdian Standards Association. is Bureau of Mines for non-face applications— BOTE 91. ECT TO CHANGE WITHOUT NOTICE. PRINTED I N U. S_. " - �e nnsyK :2 SENECA FALLS NEW YORK 0148 SPECIFICATIONS ARE St. Goulds ivbmerslble 5 tiewa f. Pumps 3887 ORMANCE Es: T1,,v,v WS0511B,BF q, 6712 BH WS051*2B;BF VWIIAN S 6'6� L, , lW3iiq,BF. WS0632B,BF 507326 BF Si WSiW�R;gHl 'VIS*631Z�0f, WS0534B,BF S0734B,BF WS'l, B, S§ , `63" Ed PgiR VLLAB tLq_ 175 �� 1-2 5 WO . J1KIP 4. 150 '126 150, AT L iL — _w,125 7 �12 jo 21 F 17� 7 49 V,c =117MZZ 7 0 11 MIT Z' 11 y1m U 11 U-7, .V F4 7" g 7)7s �T"'T 57P $IONS (IN INCHES) 7 3 7 7N 77, 5:y A' ick- ac B k iodels are 17%" except 1�1 4 10 a4 i 4 rcon'sin, 6i; approximate. Do no use s:' t us fo ion able �A Certifications: ,anAdian Standards Association. is Bureau of Mines for non-face applications— BOTE 91. ECT TO CHANGE WITHOUT NOTICE. PRINTED I N U. S_. " - c it fiy ARRLICATIO�IS "' ItEATdDR�S J Single Phase 1/a 1/ HP 115' or 230V, 60 Hz, 1750 RPM, 3/a 1'.HP For Homes ° r S230V, 60 Hz, 1750 RPM,1'HP,r r $irP9pe11eP• Cast iron —semi Farms _` 230V, 60 Hz, 3500 RPM Built in open, non clog `with pump out h' Trailer :Courts overload with automaticrese vanes for mechanical seal pro- `` k `Motels' r r`e Ph a lion. Balanced for smooth Th a as 1%z 1 HP. 208/230 t P Schools 460V, 60 Hz, 1750 RPM,1 HP, o eration: Sewa ' 208/230 460\1 60 Hz, 3500 e s RPM Caslrtig: Cast iron volute ty a 9 stems Y for maximum efficiency. 2" NPT ` Overload protection must be Hospitals discharge adaptable for slide rail provided in starter unit Industry systems Shaft Threaded 400 series Dewatermg : stainless steel AAechawical Seal Ceramic vs Y, carbon`sealing faces, t, nless anywhere waste or drainage must Bearings Ball bearings upper steel metal parts; Buna N�4 , be dis oyed of uickl quietly and , and lower p q Y. elastomers ` s , efficient) Power Cord 15' standard (optional Shaift 'Corrosion resistant lengths available) stainless steel Threaded desi n SfP(ECRCATI®NS: -Single. Phase: )/s ?h HP , 1673 Locknut on three phase models to SJTO with three prong plug, 3/a and guard against component dama e 1 HP, 14/3 STO with bare leads 9 9 Pa�P :r on,accidental reverse rotation r= Solids Handling Capabilities:. Three P,hase;? /2 1 HP 14A WO i i�o4or F „ully subme`rgedrm 2, maximum with bare leads: r �� high grade turbine oil for ; z Capacities Up to 180 GPM On CSA`Iisted models 20 length lubrication and efficient heat Total Heads Up to 49 feet TDH SJTW or STW are standard �4 transfer' h, r } r Y r x1u!rs - . 4 r y s 1 Discharge types available , > IJesigned for continous operation k All,rafings are within, working 2 PIA hreaded casing w . 2'' NPT threaded comparnon F ;K } limits of the'motor flan a "BF” it .,BHF" units A k E3e� rings Upper and lower`. Opt oval 3 NP7" threaded x ohs w�2 heavy duty ball bearings companion flange , "BF" or : constructions 4} "BHF" units, must order (Al 3) PowieP Cable ,Severe duty 'separate rated, oil and water resistant comparnon flange ly • � Mechanical Seal Carbon rotary! ` t ceramic stationary, 300 series =r provides secondary moisture stainless steel °metal parts, {4 banner in case of outer'jacket,: BUNA N elastomers, t ,z damage and to prevent oil Temperature 160 0 F wicking BFk and BHF Models have xrr�® Ring Assures positive maximum : " ' 4 2 k sealing against contaminants and Fasteners 300 series stainless mpan o nget4 Co i n Fla steel 3 s oil leakage Capable of running dry without damage'to components :. ©1985 Goulds Pumps Inc Effective January 15, 1985 � -F- 4 "7 =1194 I'-.0USE PLANS APPIZM71,L) j,'C),nv, L�p- I f, -1 S f L y PEA 3, L -�-Ipll OVAL 4�A T Ei. 1 OZ O-S OZ PUTNAO-il COUNTY DEPARTAIIENT 0 ,y 1 IULTH I, 0' NLY, HOUSE PLANS Apraom) FOR BEDIIC;(-.',':-.i Col 63 1-31,D)PLOOMS T HOUSE NS 970 TIMSE ;, A x kjA:%. ZUTTIOVAL PLAINSZ,IUST BL 4WBAI-Q:TE� TOtWIRENCI-K)"'...." h I PUTNAM' COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREAT iEN'SYSTEM Owner �\�} 1 I�OI�`1 M51�E M�,�i QNF Address M1NMn,?f\C f 0 Located at (Street). PMMNG STCZ---�-C" Tax Map Block Lot .(indicate nearest cross street) Municipality P U T NN M Watershed Date of Pre- soakin SOIL PERCOLATION TEST DATA Date of Percolation Test q f o percolation test hole. (1& s 1 min for 1 -3.0 min/inch,+s 2 min for 31.601mR/inch) All d La 8o be h submitted for review, — 2. • Depth measurements'to be made-from top of hole, ^ Hole N 0, ' " .t.�_• ,; ;t; 3e:Tltpt 1-oa�.�r9�}o.'. `KSU1'iAC� aC,,)b �. tAri's' Itop� ; � , , ,t ! Percti l�AO A > .:: ''RSl Y . :.Mip/Ipcb "i� `w �Zjt 2 12-,20 14 4 3 -.12:4 12.3 2 Z 4.. 5 j i "L, C6 1 ``„ -%1 3 17120 � 2',S'-� I �1 t �1.�►' 1 i 4 .:: ...... S 2 3 _.. 4 ---_ 5 1'0 TES; 1. Tests to bo repeated at same deDLh until A►,►,M„c�,e ►.1., ....._1 ____ ., . percolation test hole. (1& s 1 min for 1 -3.0 min/inch,+s 2 min for 31.601mR/inch) All d La 8o be h submitted for review, — 2. • Depth measurements'to be made-from top of hole, ^ DEPTH G.L. 0.5' 1.0' 1. S' A � Y, A ti. 5.0' 5.51 6.0' 6.5' W11j 7.51 9.0' 9.5' 10.0' indicate level at which groundwater is encountered Indicate ievsl at.whi.ch mottling is observed Indicate level to.which water level rises after being encountered Deep hole observations made by; Date Design Professional N e; �c � w,N �C'Qis A�' f,E, Address; �( 0 C�� .. 5 U vT iC)b Signature Design Professional's Seal No 01' BRUCE R. FOLEY Public Health Director DEPARTMENT OF HEALTH LORETTA MOLINARI R.N., M.S.N. Associate Public Health Director Director of Patient Services 1 Geneva Road Brewster, New York. 10509 Environmental Health (845) 278 - 6130 Fax (845) 278 - 7921 Nursing Services (845) 278 - 6558 WIC (845) 278 - 6678 Fax (845) 278 - 6085 September 24, 2001 Early Intervention (845) 278 - 6014 Fax (845) 278 - 6648 Preschool (845) 228 - 5912 Fax (845) 228 - 6113 Mr. Harry Nichols, PE Patterson Park, Suite 106 2050 Route 22 Brewster, New York 10509 Re: Application of Certificate of Construction Compliance Martone, Pudding Street (T) Putnam Valley, TM# 30.-2 -60 Dear Mr. Nichols: This office has determined that the above referenced Certificate of Construction Compliance application, received by the Department on September 21, 2001 is incomplete. Please be advised " that the following information is required before the Department may commence its review. Documents 1. Application CC -97 a. E -911 address number is required at " located_at ...................." b. Make and model of pump to be noted at "other requirements .............." 2. Application WC -97 a. E -911 address number required at "street address ................." b. Well owner address to be completed..._ 3. Application GS -97 a. E -911 address number required- at "- loeation...........:and street ..............." 4. Electrical underwriters certificate does not indicate "septic pump." 5. Original E -911 verification form required, copies not acceptable. 6. Due to change in "specified pump" as discussed at site inspections, pump curve and design specifications to be provided for pump installed. 1. Review of plan (tie -off dimensions chart). Number 1B 30.5'- ? Please verify 2. Title block shall include E -911 street address. This office will continue its review upon receipt of the above mentioned comments. Please feel free to contact this office if any questions arise. ABS:cj Very truly yours, Adam B. Stiebeling Assistant Public Health Engineer e -t= r] BRUCE IL FOLky IAR M MOLOL41U RX. M.S.N. Pu6ac HMO D6Mw Auccfmr P. Hudrh DL—w .0 D"n of Pw6w &,W— DEPARTMENT OF ' FMALTH 1 Geneva Road Brewster, New York 10509 Ia.lraontaaa Hdr ►M5)rrt•6170 Prs pµS)571.7F,1 Nu Smku (t,nflt -6SSt w1C MS)r71 -667! Fn(t43)371.6ais September 24, 2001 tlq war )marr.u.+ M0a7t -ems In(W)M-66014 eramaa(les)rra•5912 IL(US)223-6113 Mr. Harry Nichols, PE Patterson Park, Suite 106 2050 Route 22 Brewster, New York 10509 Re: Application of Certificate of Construction Compliance - Marton, Pudding Street Cl) Putnam Valley, TM# 30:2 -60 Dear Mr. Nichols: This office has determined that the above referenced Certificate of Constuotion Compliance application, received by the Department on September 21, 2001 is incomplete. Plena be advised that the following information is required before the Department may commence its review. Dncum 1. Application CC -97 a. E -911 address number is required at'7ocated at ...................:' b. Make and model of pump to be noted at "other requiramente ............. " 2. Application WC -97 a. E -911 address number required at "street address ................ " b. Well owner address to be completed. 3. Application OS-97 a. E -911 address number required at "lowden............and street ................ 4. Electrical underwrlsem certificate does not indicate "septic pump:' 5. Original 6.911 verification form requited, copies not acceptable. 6. Due to change in "specified pump" as discussed at site inspections, pump curve and design specifications to be provided for pump installed. Plop 1. Review of plan (de•off dimensions chart). — Number 1B 30.5' -? Pleasu varify 2. Title block shall include B -911 street address. This office will continue its review upon receipt of thu above mentioned comments. Please feel free to contact this office if any questions arise. Very truly your&, Adam B. Stiebeling Asuistant Public Health Engineer ABS:cj x0 sirmsEd ED HGOW 0:80 sZ -d8S aKIS MIS T/T SEMI L99pv6LZ6 : BNOHd TZ6L- 8LZ -Sb8 IMI HZ'IM aO ZNSNI HVcI8a a1,Nn00 WVNInd : BWKN 81,:80 8111 TOOZ- SZ -dBS : ZIVCI NOIRMNOO OEM Harty W. Nichols Jr., P.E. Patterson Park, Suite 106' 2050 Route 22 Brewster, NY 10509 Telephone (845) 279 -4003 Fax (845) 279 -4567 September 27, 2001 Mr. Adam Stiebeling Assistant Public Health Engineer Putnam County Health Department 1 Geneva Road Brewster, NY 10509 RE: Individual SSTS Compliance 201 Pudding Street Putnam Valley, N.Y. T.M. #30. -2 -60 Dear Adam: In regard to your September 24, 2001 review letter, we note the following: 1. E -911 address and street number added to all documents. 2. Make and model of pump noted; and pump curve and design calculations enclosed. 3. The reference 1 -35 H.P. motor on the submitted Fire Underwriters Certificate is for the septic pump. Reflecting the above, we are resubmitting .the following: • Five (5) prints of Drawing SS -2A, "As -Built SSTS," revised 9- 25 -01. • "Certificate of Construction Compliance for Sewage Disposal System," dated 9- 10 -01. • Three copies of "Guarantee of Subsurface Sewage Disposal System," dated 9 -5 -01. • Well Completion Report, dated 5- 10 -01. • Pump Curve, Specifications and calculations. If there are any questions concerning the enclosed, please call. Very truly yours, Harry W. Nichols Jr., P.E. HWN: his 00- 025.00 e CX\ DIVISION OF EIVFIFRON1VIEN'E'AIL HE . AII.'g'H 8 . EItVICES n U CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR TMENT SYS vW V PCHD CONSTRUCTION PERMIT # j� V d 2. -0 0 0 cated at PUJI&OLCI, Town orxi*ige caner /Applicant Name ►, u 4r Tax Map 3 0, Block Z LotQ rmerly Subdivision Name 6, t Z " �s Subd. Lot # -2-A Lo 0 Fo Mailing Address Ca 2 XIv Date Construction Permit Issued by PCHD �� t • CJG Zip 10� Separate Sewerage ystem built by 1/ 13 v I )el'o'n 1,L Address ' A t G w,dti� Consisting of 10 U O Gallon Septic Tank and 3`7 S' 1Y ALP Other Requirements: Water Supply:. Public Supply From Address or: Private Supply Drilled by �cr, _ Address ;l I R lNe,,3! l O1 ? &v55 It Building Type �S l �h 9 itA ) -Has erosion control been completed? YrJ Number of Bedrooms 3 Has garbage grinder been installed? Av I certify that the system(s), as listed, serving the above premises were constructed essentially as shown on the as- - -- -built plans (copies of which are attached), ..in accordance with the issued PCHD..Construction.Permit and approved - -. -- plans and the standards, rules and regulationp of the Putnam County Repartment of Health. Date: 9-10- 01 Certified by Address P.E. R.A. License # S412- Any person occupying premises served by the above system(s) shall promptly take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewage treatment system shall become null and void as soon as a public sanitary sewer becomes available and the approval of the private water supply shall become null and void when a public water supply becomes available. Such approvals are subject to modification or change when, in the judgment of the Public Health Director, such revocation, modification or change is necessary. LIN Title: Date: White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CC -97 PUTNAM COUNTY DEPARTMENT[' OF HEAL T-H * DIVISION OF ENVIRONMMENTA.L HEALTH SERVICES GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM A, +4 o ar T a-; -e— . -7- Owner or Purch&qr of Building V Building Constructed by Yo PJJ Location - Street Ij t Building Type 30. 2- Tax Map Block Lot LA, TownNillage L Subdivision Name 2-14- Subdivision Lot # 1 represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewage treatment system serving the above - described property, and that is has been constructed. as shown. on the approved plan or approved amendment thereto, and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and. hereby guarantee to the owner, his'successors, heirs or assigns, to place in good operating condition any part of said system constructed by me which fails to operate ' fora period of two years immediately following the date, of approval 'of the "Certificate of Construction Compliance "' for the sewage treatment system, or any-repairs made by me to such system,..except where the, failure to operate properly is caused by the willful or negligent act of the occupant of the building utilizing the system. The undersigned,_ further agrees to accept as conclusive the determination of the Public Health Director of the Putnam County Department of Health as to whether or not the* failure 5f-the system to operate was caused by the "Willful or negligent act of the occupant of the build'. g._ _ili ' g.the._._.. system: _ _.... / 1 Dated/Non Gen t' Contractor (C r-,,A. brporation Na- W (if Address: State " //,- aoa Signature: Title: 'cu!'ier) - S' gnature 7 oration) Corporation Name (if corporation) "g,/ Address: SGT Zip State Zip Form GS -97' PU TNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEAL'T'H - SERVICES WELL COMPLETION REPORT S NUYE: yact location oI Well wim alsiances w at least twU pcuuauv�K lauunia,na w u%l t,..,�•..... �•• » ��r »• »•� �y / -r - p Well Driller's Name � Address: • .3� p}, r Signature: Date: d e White copy: HD File; Yellow copy -Building Inspector; Pink copy - Owner; Orange copy -Well driller Form WC -97 Street Address: 1` s ��C Town/Village: /t�AAlt Ural Tax Grid # Map, � o Block � Lot(s) Q Well Location Well Owner: Name: Address: f : cn Ilse of Well: 1- primary 2- secondary Residential Public Supply Air cond /heat pump Irrigation Business ' Farm Test/monitoring Other(specify) Industrial Institutional Standby Drilling Equipment Rotary Cable percussion X Compressed air percussion Other (specify) Well 'Type Screened Open end casing Open hole in bedrock _ Other Casing Details Total length _� S ft. Length below grade _ft. Diameter 7 in. Weight per foot -!Llb /ft. Materials: Steel _ Plastic _ Other Joints: _ Welded X Threaded _ Other Seal: _ Cement grout Bentonite — Other Drive shoe: X Yes — No Liner:_ Yes No Screen Details Diameter (in) Slot Size Length(ft) Depth to Screen (ft) Developed? First _ Yes—No Hours Second Well Yield 'Test _ Bailed _Pumped Compressed Air Hours L Yield gpm Depth Data Measure from land surface-static (specify. ft) __...._. During .yield test(ft) ___... Depth of completed well in feet. Well Log If more detailed information descriptions or sieve analyses are available, please attach. Depth From Surface Water Bearing Well Diameter(in) ]Formation . Description ft. ft. Land Surface C If yield was tested at different depths during drilling, list: Feet Gallons Per Minute Pump /Storage Tank Information. Pump Type '5u Capacity 1 t . Depth 3 s4 Model 13 P— Al Z0G,,,l Voltage 23 6 HP '- Tank Type 1,uX-3o2 Volume S Le Date Well 7mpyte d /D Putnam County Certification No. Date of Re rt Well Driller (signature) S NUYE: yact location oI Well wim alsiances w at least twU pcuuauv�K lauunia,na w u%l t,..,�•..... �•• » ��r »• »•� �y / -r - p Well Driller's Name � Address: • .3� p}, r Signature: Date: d e White copy: HD File; Yellow copy -Building Inspector; Pink copy - Owner; Orange copy -Well driller Form WC -97 . YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 (914) 245-2800 Albert H. Padovani, Director LAB #: 93.102385 CLIENT #: 13657 NON STAT PROC PAGE 1 m--m --- M-MWMWM --- W—mw-m— ----- m--mm ------- - MARTONE, ANTHONY 62 STEINER DR. MAHDPAC, NY 10541 DATE/TIMETAKEN: O8/26/01 04:451' DATE/TIME REC'D: 08/27/01 09:25A REPORT DATE: 063/28/01 PHONE: (845)-621-1679 SAMPLING SITE: 201 PUDDING` GT. SAMPLE TYPE..: POTABLE : PUTNAM VALLEY, NY, 10579 PRESERVATIVES: NONE COL'D BY: ANTHONY MARTONE TEMPERATURE..: < 4C NOTES...: KIT TAP COLIFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD 08/27/01 MF T. COLIFORM ABSENT /100 ML ABSENT 1008 COMMENTS; BACT THESE RESULTS INDICATE THAT THE WAT A SATISFACTORY SANITARY QUALITY ACCORDINE�TD THE NEW YORK STATE AND EPA FEDERAL DRINKING WATER STANDARDS, FOR THE PARAMETERS. TESTED, AT THE TIME OF COLLECTION. SUBMITTED BY: ---El --' _ -. � '_ Director / B-AP# 10323 '' YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 (914) 245-2800 Albert H. Padovani, Director LAB #: 93.102228 CLIENT #: 13657 NON STAT PROC PAGE 1 ~~~~~~~~~~~~~~~~~~~~~=~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ MARTONE, ANTHONY 62 STElNER DR. MAHOPAC, NY 10541 DATE /TIME TAKEN: 08/09/01 06:30P DATE/TIME REC'D: 08/10/01 10:15A REPORT DATE: 08/20/01 PHONE: (845)-621-1679 SAMPLING SITE: F01 PUDDING ST. SAMPLE TYPE..: POTABLE PUTNAM VALLEY, NYv 10579 PRESERVATIVES: NONE COL'D BY: ANTHONY MARTONE TEMPERATURE--., < 4C COLIFORM METH: MF NOTES..":.KIT~TAP~~~~~~~~~~~~~~~~~~~°°~ =~°~=~°"~°°~~=°~°°°~~�,~~°~°~~~~~"~~=~~ ~~~~~~~~~~~~_ --- DATE FLAG PROCEDURE RESULT NORMAL -- RA19BE METHOD PUTNAM CNTY PROFILE 08/10/01 MF T. COLIFORM PRESNT /100 ML ABSENT 1008 08/10/01 LEAD (2MS) 1.4 ppb 0-15 ppb 9101 08/10/01 NITRATE NITROG <0.2 MG/L 0 - 10 9139 08/10/01 NITRITE NITROG <0.01 MG/L N/A 9146 08/10/01 IRON (Fe) 0.105 MG/L 0-0.3 mg/l 2037 08/10/01 MANGANESE (Mn) <0.010 MG/L 0-0.3 mg /l 2037 08/10/01 SODIUM (Na) 9.77 MG/L N/A 08/10/01 pH 7.2 UNITS 6.5-8.5 9043 08/10/01 HARDNESS97-8TAL 128 MG/L N/A 08/10/01 ALKALINITY (AS 96.0 MG/L N/A 08/10/01 TURBIDITY (TUR <1 NTU 0-5 NTU 08.10/01 E. COLI (CONFI ABSENT 100 /ML ABSENT COMMENTS: BACT THESE RESULTS INDICATE THAT THE WATER (WAS) OF A SATISFACTORY SANITARY QUALITY ACCORDING TO RK STATE AND EPA FEDERAL DRINKING WATER STANDARDS, FOR THE PARAMETERS TESTED, AT THE TIME OF COLLECTION. Pb /Cu LEAD limits for public schools are set at 15 ppb. EPA Lead & Copper Rule for Public Systems requires that no more than 10% of their distribution points have a LEAD value of more than 15 ppb and a COPPER value of 1.3 mg/L, else water treatment must be undertaken to reduce the waters corrosive potential. Fe/Mn If both iron and manganese are present, their total value combined shall not; exceed 0.3 mg/L. Na No limits for Sodium are proscribed. Suggested guidelines state that for people on a sodium restricted diet,the water should contain no more than 20 mg/L of Sodium. For those on a moderately restricted diet, a maximum of 270 mg/L of Sodium YML ENVIRONMENTAL SERVICES 321 Kear Street Yorktown Heights, N.Y. 10598 (914) 245-2800 Alb/rt .. Padovani, Director LAB #: 93.102228 CLIENT #: 13657 NON STAT PROC PAGE 2 ------------------------- m-m-m --------- ----- m ----------------~--~---�� MART8NE, ANTHONY 62-STEINER DR. MAH8PAC, NY 10541 SAMPLING SITE: 201 PUDDING ST. . : PUTNAM VALLEY, NY, 10579 :COL'D BY: ANTHONY MARTONE NOTES...: KIT TAP ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE is suggested. DATE/TIME TAKEN: 08/09/01 06:30P DATE/TIME REC'D: 08/10/01 10:15A REPORT DATE: 08/20/01 PHONE: (845)-621-1679 SAMPLE TYPE..: POTABLE PRESERVATIVES: NONE TEMPERATURE..: < 4C COLIFORM METH: MF ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ RESULT NORMAL - RANGE METHOD pH pH SCALE IN WATER RANGES FROM 1-14. MEASUREMENT OF pH IS ONE OF THE IMPORTANT AND FREQUENTLY USED TESTS IN WATER CHEMISTRY. WATER WITH ALOW pHMIGHT BE CORROSIVE TO METAL PIPES AND FIXTURES. THE NORMAL RANGE OF pH IS 6.5 TO B.S. Hd TOTAL HARDNESS IS DEFINED AS THE SUM OF THE CALCIUM & MAGNESIUM CONCENTRATION, BOTH EXPRESSED AS CALCIUM CARBONATE, IN MG/L. THE HARDNESS MAY RANGE FROM 0 TO HUNDREDS OF MG/L, DEPENDS ON THE SOURCE AND TREATMENT TO WHICH THE WATER HAS BEEN SUBJECTED. SOFT WATER: 0-70 MG/L VERY HARD WATER: ABOVE 300 MG/L MODERATELY HARD WATER: 70-140 MG/L MG/L = MILLIGRAM PER LITER HARD WATER: 140-300 MG/L 0 grain/gallon = 170 MG/L) SUBMITTED BY: AIberf'H. Padovani, M.T.(ASCP) Director ELAP# 10323 lIJI& lNO111` (�li 1 � � i':t�► �,��E 1 �1l I11 ��1. i (1 `w�:It� 1 1 GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM Owner or Purchaqr of Building JA V Byy. ('Lr 7,1C. Building Constructed by Pod) 6kG 3 tve- _ 10d J V �V /Zh Location - Street )\r,( (j I Building Type 36, IZ_ (..D Tax leap Block Lot v+ u, G� TownNillage Subdivision Name 2� Subdivision Lot # 1 represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewage treatment system serving the above- described property, and that is has been constructed• as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs or assigns, to place in good operating condition any part of said system constructed by me which fails to operate for a period of two years immediately following the date of approval of the "Certificate of Construction Compliance" for the sewage treatment` system, or any repairs made by me to such system,..except where the failure to operate properly is caused by the willful or negligent act of the occupant of the building utilizing the system. The undersigned further agrees to accept as conclusive the determination of the Director of the Putnam County Department of Health as to whether or not the failure to operate was caused by the willful or negligent act of the occupant of the builti,V system. Date". on Gen C'Ontr orporation N Address*-,11 State a.00 Signatt yzo Title: (Mier) ' gr (if p9poration) Public Health Corporation Name (if corporation) Address: Zip Z O,? State Zip Form GS -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM Owner or Purchas4r of Building. Building Constructed by v j L k�. Air _ y " A Location - Street Building Type 30, Z- C00 Tax Map. Block Lot J l + "LA., 14 TownNillage t r t LbA-jr Subdivision Name 2-1+- Subdivision Lot # I represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewage treatment system serving the'above- described property, and that is has been constructed. as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs or assigns, to place in good operating condition any part of said system constructed by me which fails to operate for a period of two years immediately following the date of approval of the "Certificate of Construction Compliance" for the sewage treatment` system, or any repairs made by me to such system,..except where the failure to operate properly is caused by themillful or negligent act of the occupant of the building utilizing the system. The undersigned further agrees to accept as conclusive the determination of the Public Health Director of the Putnam County Department of Health as to whether or not the'failure o the system to operate was caused by the willful or negligent act of the occupant of the bu�K�gi��i7lig the system. /Y* goo I Signature: Title: // Gen Contractor ( er) - 'gnature r oiporation Na (if p oration) Corporation Name (if corporation) Address: Address: S State Zip State Zip Form GS -97 Sep 19 01 02 :32p Planning Hoard BRUCE R. FOLEY PaBdee Hedgk N-edor (914) 526 -3307 P.l LOR1;i"1'A MOLINARI R.N., KS.W. i2tta kte Probltc. Heahb Urector D7 vcW qr Pa/feW Servica DEPARTNflM OF HEA,T1i 1 Gea m Road Hrewstu, Now York 10509 ZW&Maoaeaeel Xedtk (916) 279 -6130 F=(914)X18-M1 Kurdn 6er*w (?14) 279 - 6554 VAC 014) 278 - 6690 Faa O RQ 899 - 6095 EarW amtcty &fts (514) 273.6916 ??hoot (916) 274.6098 IF= (914) 298 - 8649 ®' ftRS NAME: TAX MAP NUMBER: E911 ADDRESS: TOWN: AUTHORIZED TOWN OF (Signature) DATE: The Putnam County (Department of Health will not issue a Certificate of Construction Compliance unless the above form is completed, i.e., a legal E911 address is assigned.by an authorized town official. This form is to be submitted %ath the application for a Certificate of Construction Compliance. - (E911 VERPRA,1) i 4 r V Y 1 i i 1 "i- �t THE NEW YORE BOARD OF FIRE UNDERWRITERS PAGE 1 BUREAU OF ELECTRICITY �• 40 FULTON STREET, NEW YORK, NY 10038 Date AUGUST 06 , 2301 ,application :tin. on file 32011101/01 N 566513 THIS CERTIFIES THAT PERMIT N0. 2000 -473 only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of ANTHONY &MARY MARTCNE, ?02 "'PUDDING STREET, POLE 5345, PUTNAh1 VALLEY, NY in the following location; L4�.1 Basement J 1st Ft. 0, 2nd F!. OUT Section Block Lot 2A was examined on JULY 26 , 2001 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES � FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. 1 K.W. I AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. S 9 9 { i I I ~ DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ESPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI - OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS H.P. AMT. � NO. A. W. G. AMT, AMP. I AMT. AMPS. TRANS. AMT. M.P. NO. OF FEET AMT. WATTS SERVICE DISCONNECT NO. OF S E R V I C E METER NO OF CC COND A. W, G A. W. G. A. W. G. AMT. AMP. TYPE , EQUIP. 1 0 2W I 0 SW 3 0 3'W J 0 dW f PFR 9 I OF CC. COND. NO. OF HI-LEG OF HI -LEG NO. OF NEUTRALS OF NEUTRAL 1 200. CB i 1 I 4/8 1 2 %0 OTHER APPARATUS: WELL PUMP ALARM -1 3 TON A /C -1 MOTORS:1 -.75 H.P.,1 -.50 H.P. PANELBOARDS:1 -30 CIR. 230 ELEC. PiATEP. HEATERS ::1 -4.5 K.W. G.F.C.I: -4 SMOKE DETECTOR: -1 «< Continued on Page 2 »> GENERAL MANAGER Per This certificate must not be altered In any manner; return to the office of the Board If Incorrect, Inspectors may be Identified by their credentials. i 4 r V Y 1 i i 1 "i- �t THE NEW YORE BOARD OF FIRE UNDERWRITERS PAGE 1 BUREAU OF ELECTRICITY �• 40 FULTON STREET, NEW YORK, NY 10038 Date AUGUST 06 , 2301 ,application :tin. on file 32011101/01 N 566513 THIS CERTIFIES THAT PERMIT N0. 2000 -473 only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of ANTHONY &MARY MARTCNE, ?02 "'PUDDING STREET, POLE 5345, PUTNAh1 VALLEY, NY in the following location; L4�.1 Basement J 1st Ft. 0, 2nd F!. OUT Section Block Lot 2A was examined on JULY 26 , 2001 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES � FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. 1 K.W. I AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. S 9 9 { i I I ~ DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ESPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI - OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS H.P. AMT. � NO. A. W. G. AMT, AMP. I AMT. AMPS. TRANS. AMT. M.P. NO. OF FEET AMT. WATTS SERVICE DISCONNECT NO. OF S E R V I C E METER NO OF CC COND A. W, G A. W. G. A. W. G. AMT. AMP. TYPE , EQUIP. 1 0 2W I 0 SW 3 0 3'W J 0 dW f PFR 9 I OF CC. COND. NO. OF HI-LEG OF HI -LEG NO. OF NEUTRALS OF NEUTRAL 1 200. CB i 1 I 4/8 1 2 %0 OTHER APPARATUS: WELL PUMP ALARM -1 3 TON A /C -1 MOTORS:1 -.75 H.P.,1 -.50 H.P. PANELBOARDS:1 -30 CIR. 230 ELEC. PiATEP. HEATERS ::1 -4.5 K.W. G.F.C.I: -4 SMOKE DETECTOR: -1 «< Continued on Page 2 »> GENERAL MANAGER Per This certificate must not be altered In any manner; return to the office of the Board If Incorrect, Inspectors may be Identified September 10, 2000 'AAA--L 54 CIL t) k .� R s, F.E. ` Putnam County Health Department 4 Geneva Road Brewster, NY 10509 RE: Individual SSTS Compliance Pudding Street Putnam Valley, N.Y. T.M. #30. -2 =60 Dear Robert: Enclosed are the following: Harry W. Nichols Jr., P.E. Patterson Park, Suite 106 2050 Route 22 Brewster, NY 10509 Telephone (845) 2794003 Fax (845) 2794567 1. Five (5) prints of Drawing SS -2A, "As -Built SSTS," dated 9 -5 -01. 2. "Certificate of Construction Compliance for Sewage Disposal System," dated 9- 10 -01. 3. Three copies of "Guarantee of Subsurface Sewage Disposal System," dated 9 -5 -01. 4: Well Completion Report, dated 5- 10 -01. 5. Laboratory. Reports, dated 8 -20 -01 and 8- 28 -01. 6. Five Underwriters Certificate, dated 8 -6 -01. 7. E -911 address verification form, dated 8. Application Fee in the amount of $200.00 payable to Putnam County Health Department. If there are any questions concerning the enclosed, please call. Very truly yours, Harry W. Nicho Jr., P.E. HWN:his 00- 025.00 BRUCE R. FOLEY Public Health Director DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York 10509 LORETTA MOLINARI RN., M.S.N. Associate Public Health Director Director of Patient Services Environmental Health (914) 278 -6130 Fax (9.14) 278 -7921 Nursing Services (914) 278 - 6558 WIC (914) 278 -'6679 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 664 OWNERS NAME: TAX MAP NUMBER: E911 ADDRESS: TOWN: i, Q t I r �1% AUTHORIZED TOWN OFFICIAL: �i � > i �� , , L '' - /Z ?, ,.2 -c (Signature) DATE: 3 /i<'� Lz 00 The Putnam County Department of Health will not issue. a Certificate of Construction Compliance unless the above form is completed, i.e., a legal E911 address is assigned by an authorized town official. This form is to be submitted with the application for a Certificate of Construction Compliance. (E911 v DIMENSION CHART (in feet) Ekrff"P Number A )76.5 161 2 ITI. 5 155 164 160,5 143 156 137 151 131 146 125 141 119 9 153.5 121.5 10 172 133 11 176 138 ►2 173 142 183 147 190.5 155 15 194 159.5 ►(o 198 164..5 17 203. 170 . 207 175.5 109 r 179 70.5 0.5 21 G9.5 72 ^t-M- 7WJN'-VQWCV PAC 5 t L*T- Famerii — H US-r Ekrff"P S"If-I Z& 909= DRIVEWAY ---- -7 c"'c- A pig 4 If PL— A N 5 13 II Date: 10,101 To: PC Job No.: 11061 Project: .A. ^ pr�g �L-rt (T) PytrkA Attention: ADW 6- M02E1.aNG� Gentlemen: We enclose copies of: O B/W Prints O Reproducibles O Reports O Tracings O Specifications O Memorandum O Copy of Letter O Description: 5v®piy 16 le tj Pty' Sent Via: • Our Messenger O Blueprinter O First Class Mail • Your Messenger ❑ Hand Delivery O Copy to: Revision /Date No. 813 1 7°I O Special Delivery Very truly yours. LAURENT ENGINEERING ASSOCIATES, P.C. :R i� LAURENT ENGINEERING P.C. MILSSOCIATES. BROOKE OFFICE CENTRE Route 22 & Milltown Road Brewster, New York 10509 (914)278-6108 - (FAX) 278.2658 CONSULTING SITE ENGINEERS Date: 10,101 To: PC Job No.: 11061 Project: .A. ^ pr�g �L-rt (T) PytrkA Attention: ADW 6- M02E1.aNG� Gentlemen: We enclose copies of: O B/W Prints O Reproducibles O Reports O Tracings O Specifications O Memorandum O Copy of Letter O Description: 5v®piy 16 le tj Pty' Sent Via: • Our Messenger O Blueprinter O First Class Mail • Your Messenger ❑ Hand Delivery O Copy to: Revision /Date No. 813 1 7°I O Special Delivery Very truly yours. LAURENT ENGINEERING ASSOCIATES, P.C. :R i� BRUCE R FOLEY Public Health Director LORETTA MOLINARI RN., M.S.N. Associate Public Health Director Director of Patient Services DEPARTMENT OF ]HEALTH 1 Geneva Road Brewster, New York 10509 .Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Fax (914) 278 - 6648 WIC 914) 278 - 6678 Fax 914) 278 - 6085 nX COVER SHEET Date: I 01W 11?q L A-> Qj From: A)l Adam B. Stiebeling Asst. ]Public Health Engineer For your information your review As discussed Notes/iMessages 2 Fax #• Z78— ?-(5 > No. ]Pages o (Including cover sheet) ]Please respond Attached as requested Please call 0o 0 In the event of transmission /reception difficulties, please contact this office at (914) 278 -6130 ext. 157. � r -r ..PUTNAMT COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES INITIAL INDIVIDUAL /COMMERCIAL SITE INSPECTION FORM SECTION A. GENERAL INFORMATION Name of Project + 3�d S (TXV) County Site Location) Building construction begun Is property within NYC Watershed ? ................ Extent ❑ Yes ❑ No SECTION B. TOPOGRAPHY (Please check all appropriate boxes) 1. Hilly ❑ Rolling ❑ Steep slope Gentle slope ❑ Flat 2. Evideace of wetlands Low area subject to flooding EKBodies of water ❑ Drainage ditches E2ock outcrops 3. Property lines or comers evident ....................... ............................... 4. Do water courses exist on or adjoin the property? ............................ 5. Will these affect the design of the sewage system facilities ?............ 6. Do watershed regulations apply in this development ? ....................... 7 ' Will extensive grading be necessary? ...... .......:....................... 8. Will extensive fill be necessary for SSTS? ......... ............................... 9. Do filled areas exist within the SSTS area? ........ ............................... If yes, what is the condition of the fill? _ SECTION C. SOIL OBSERVATIONS Yes es es PTO ❑ No ❑ I�i0 Yes o es No es F-� 'No ❑ Yes l q j'o Y �.A y L. lr, ',> J L (ti 10. Appearance of soil: [2,<and Gravel r:::'1 oam ay ❑ Hardpan F:�-Mixture 11. Observed from: ❑ Borings Bqk cut � Backhoe excavations t 12. Soil borings /excavations observed by r on l 1 1. 6J 13. Depth to groundwater 01'f+. , tE-5 on ` 14. Depth to mottling tg on t Q�15. Are test holes representative of primary &reserve areas ...... ............................... es No 16.. Soil percolation tests made by NiA 0 -r- v 4`-c 1 D on « 17. Soil percolation tests witnessed by L5 > 63 on +� SECTION D (on back) Form ST -1 Wr`� 1) SECTION D. DRAINAGE 18. Will proposed grading materially alter the natural drainage in this or adjacent areas? Yes No 19. Will groundwater or surface drainage require special consideration? ..................... Yes No 20. Will gullies, ditches, etc., be filled and watercourses be relocated ? ......................... F Yes SECTION E. RENURKS 21. If a common water supply is proposed, has an inspectioa been made of the existing or proposed source and facilities? ................................ ............................... M Yes En No Inspection data 22. Do adjacent wells and/or sewage systems exist? ..................... ............................... 23. Additional comments es 0 No i 24. Site observer /inspector and title ftR i+jr- 25. ' Date(s) of observation(s)inspection(s) TEST PIT ROFILES Hole r 'Lot r Hole r _ Lot E. Hole r C Lot r Depth to water (� . Depth to water 0m Depth to water Depth to mottling i t Depth to mottling . `� Depth to mottling Deptn to rock/imp. �? t Depth to rock/imp. Depth to rock/imp. G.L. G.L. G.L. 0.5 - 0.5 0.5 1.0 1.0 1.0 , 2.0 2.0% 2.0 3.0 3.0 %l Ill( Peel& 3.0 4.0 4.0 4.0_ 5.0 T �% 5.0 5.0 6.0 6.0 6.0 - /%1 / C 7.0 -'22t-�t, b 3.0 7.0 8.0 8.0 8.0 9.0 9.0 9.0 10.01 10.0 10.0 �i+4JZ- -: Hole # Lot # Hole # Z Lot # Hole # Lot # Depth to water `�' Depth to water Depth to water Depth to mottling Depth to mottling `}' Depth to mottling Depth to rock/imp. S-0 r Depth to rock/imp. � (V " Depth to rock/imp. G.L. G.L. G.L. 0.5 0.5 0.5 1.0 /t- 1.0 1.0 2.0 2.0 2.0 30 3.0 4.0 4.0 4.0 6.0 P !l / '6.0 l 6.0 7.0 7.0 7.0 G 1-c_ 8.0 8.0 8.0 9.0 9.0 9.0 10.0 10.0 10.0 Hole # Lot # Hole # Lot # Hole # Lot # Depth to water Depth to water Depth to water Depth to mottling Depth to mottling Depth to mottling Depth to rock/imp. -� `` Depth to rock/imp. Depth to rock/imp. G.L. G.L. G.L. 0.5 0.5 0.5 1.0 1.0 1.0 2.0 2.0 2.0 3.0 3.0 3.0 4.0 ` 4.0 - - - 4.0 5.0 5.0 5.0 6.0: /�L�% 6.0 6.0 7.0 7.0 7.0 8.0 8.0 8.0 9.0 9.0 9.0 10.0 10.0 10.0 G tG f r Hole r Lot # Hole # � Lot # Hole # Lot # a Depth to water Depth to water J Depth to water Depth to mottling . Depth to mottling Depth to mottling Depth to rock/imp. 3 " Depth to rock/imp. ��(� f Depth to rock/imp. G.L. G.L. G.L. 0.5 0.5 zv„ ri -(n`` T� 0.5 1.0 1.0 1.0 2.0 2.0 � � -Iiz 5:-, -y 2.0_ _ 3.0 3.0 l,o,gti.� . 3.0 <<L ;7Tt' 5.0 5.0' _ f G 5.0 6.0 6.0 6.0 7.0 7.0 7.0 8.0 8.0 8.0 9.0 9.0 9.0 10.0 10..0 10.0 Hole r Lot # Hole # Lot # Hole # -_L_. Lot t- Depth to. ,water Depth to water Depth to water Depth to mottling Depth to mottling Depth to mottling Depth to rock/imp. `- ®`` Depth to rock/imp. ,. '� P P � ` L Depth to rock/imp. - (� G.L. G.L. G.L. z 0.5 0.5. 0.5 1.0 1.0 1.0 2.0 i4.0 2.0 2.0 3.0 3.0 3.0 4.0 - 'I : - ( 4.0 5.0 5.0 Gc,Z 6.0 6.0 6.0 7.0 . 7.0 7.0 8.0 8.0 8.0 9.0 9.0 9.0 10.0 10.0 10.0