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2001-640 TOWN OF QUEENSBURY 2 B Ro eensb NY 12 2 2��� 74 ay ad,Qu ury, 804-590 (518) 761 8 01 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20010640 Date Issued: Monday, June 23, 2003 This is to certify that work requested to be done as shown by Permit Number P20010640 has been completed. Tax Map Number: 523400-240-006-0001-014-000-0000 Location: 35 HANNEFORD Rd Owner: DAVID & JANE HOPPER Applicant: DAVID & JANE HOPPER This structure may be occupied as a: By Order of Town Board Septic Alteration Residential TOWN OF QUEENSBURY �V / lir Director of Building&Code Enforcement TOWN OF QUEENSBURY „f.411" FoN 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010640 Application Number: A20010640 Tax Map No: 523400-240-006-0001-014-000-0000 Permission is hereby granted to: DAVID & JANE HOPPER For property located at: 35 HANNEFORD Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: DAVID & JANE HOPPER Septic Alteration Residential C/O BALMORAL MOTEL Total Value 444 CANADA St LAKE GEORGE,NY 12845 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans & Specifications 2001-640 SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS $25.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Saturday,August 24,2002 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town nsbu F ida , est 24,2001 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Oueensburv, NY 12804 (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: 3 c kJ - EFe ))�� //j�n ja File Permit NoO2UQ ! (D ` " Tax Map No. 6 / I l / e O6 Fee Paid 5 ` Owner's Name: (----- -air 49 t' iiierti if Address: 2. INSTALLER'S NAME : PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Conputation = Total Daily Flow 1980 or older x 150 gal/bdrm = RECEIVED 1980- 1991 x 130 gal/bdrm = 1991 -present )C x 110gal/bdrm = 2Z AUG 2 3 2001 Garbage Grinder Installed yes_ / no TOWN OF Qt1EENSBURV Spa or Whirlpool Installed yes_ / no BUtiplKAND CODE 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) To ography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply lat sand at what depth at what depth municipal olling loci 3 feet 3 feet Steep slope clay well; water supply slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: /6 minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: / 00 gallon (min. size 1,000 gal.) Tile Field: each trench 75/ 30 ft. Total System Length: -SZ° ft. Seepage Pit(s): number of N��- size of each: ft. by ft. Size of Stone to be used: # 2.- / depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Qá4Q— /l. O.,..,_ ,l S ature of responsi person Date Septic Inspection Report Office No. (518) 761-8256 Date Inspection requ re • ed: Queensbury Building&Code Enforcement Arrive: pm rt: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia s• NAME: kA C C''�.. NO.: Zcca, ..... LOCATION: -\A.3rJ��aPS) RCS SPECT ON: b — Z''a i;?7 RECHECK: p\ A c 3 Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. _ Other wells: ft. Absorption Field: Total length ft. \I Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size T, •e Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. i" C' ,\ Conforms as per Plot Plan v'Y_N c.L.Erfr__\‘`.) V rc 1,> Location of System on Prop•rty: /-, \Ce- Front Rear Left Side Right Side _ Middle Front Middle Rear System Use St s: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.G Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. No 80 2 58 Cut-in Card No Owner �Z b Location... . . s- oatiey Installation Consisting of S W & & PS AJ &44 Installed By ,` S 4iu ., Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki i pections at any time, and if its rules are violated,the Company shall have the right o oke ifica . .6 Date... —(Q -63 INSPECTOR Member N.F.P.A.,I.A.E.I. „....3bsy..\\ Septic Inspection Report �� � p p Office No. (518) 761-8256 Date Inspection re. = rec;'v:. Queensbury Building&Code Enforcement Arrive: .m/pm • .,., : - n ajoill.P ' 742 Bay Rd.,Queensbury,NY 12804 Inspector's In' al • •a,h/ti 0 NAME: p 1 j ' '� TT NO.: t 040 LOCATION: 5 C��.� �0 ii, PECT ON: cam=I RECHECK: -}i C J Comm , and/or dialr. gi Soil Typ: oam/Clay �%�(, Type of a er: Municipal/Well Water Waterline separation distance ft. tilljr Well separation distance \ \ Other wells: l • Absorption Field: Total length ft. Length of each trench ft. /i Depth of trenches ft. _ / Size of Stone ,/ Seepage Pits: Number Size: x Stone Size: t, Piping Size Typp' Building to tank IA t I :l-� �di kito Distribution Box '\121 , � `”' Distribution Box ield/Pit Fit 21\7\s `I. ; O 0 -- Opening Sealed. Y /Partial f,. VO,R@q AU\2rj3. Location/Separations Foundation to tank _ Air ft. t, Foundation to absorption _ t ,✓ Separation of Pits `. Conforms as per Plot Plan r Y N \� 0) Ptb 31 n-- `6 R\ \C.-- Location of System on Property: ?\...Xc ?{ ,n Front Rear eft Side Right Side �'t Middle Front Middle Rear bscl 1 System Use Status: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved o VL L:'\SueHemingwayU3uilding.Codes.Inspection.FORMS\Septic Inspection Report.doc January2�8,2003 �� ,U. TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 V- r- \PC SEPTIC DISPOSAL SYSTEM INSPECTION Name Location , —� Rd Date / per Permit # D�ji o r SOIL TYP • San oa - y- Results ercolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length l 5.1...- 1 Length of each trench Z, s-c ' Depth of trenches — P-lc c . T Size of stone _ t�1t: c S/�r SEEPAGE PITS: Nu Jt� Size - f•, x ft. Stone size PIPING : Size Type Bldg. ,• Tan - Tank to 'i s t Box ------- Dist. Box t% Field/Pit ' +r V' Openings S:.led? Yes No 'artia i► LOCATION/S ' 'RATIONS: Foundatio to ank feet Foundati , to A=sorption feet Separati.n of Pi s feet Conforms as per P of Plan — Yes No LOCATION OFSYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Midd1 Front - Middle Rear COMME S: / t , / \ A n SYSTEM SE APPROVED: YES NO 1 Arrived. , �,i A ,, ,hifiri4 B ilding n m -ctor r DEED REFERENCE: JOAN GARAVELLI TO DAVID W. HOPPER SR. & JANE K. HOPPER DATED JUNE 1, 1998 BOOK 1067 PAGE 260 I.R.F. MAP REFERENCE: , MAP ENTITLED "MAP OF A SURVEY OF A PORTION OF LANDS OF JANE K. & DAVID W. HOPPER SR." PREPARED BY DAVID J. BOLSTER L.L.S. DATED MARCH 14, 2001 �J'rdF�N� ��Jf2 � �1 I.R.F. I.P.F. �1 LANDS N/F OF �1 NELSON E. HARRIS © BOOK 1114 PAGE 296 O DOCK o --�,nL X ►, F Cc oocK S87 48 Z6`E n� 225.16I t' 0 w 39 a I.R.F. 0.4' NORTH 31: OF CORN S88 4725"E I.P.F. OBOATHOUSE 9 C N n METER 9 CLEAR 100 00' ro PANEL 0. 9U_ H 8 = tq "�=• 20, io AREA EAST OF sideline setback t e HANNEFARD ROAD CAMP "�.� � a 0.23 ACRES 4 O / to be s' used as a AREA I4EST OF parking spoco, in t HANNEFOIRD ROAD io�_ O o R";' 0.40+ ACRES • 3 e�wp c, s proposed park 3 space 9'xt YP• m v `vim t� L N Ce 30.6' p� .. " proposed porkhi9 ..., �=ck _ . "'� .,. space* 9'ztlK' tyo. --_�._ 9• N 20' sideline setbackio walk cabin io C '9 LRF. I.P.F. BLOCK—..L— �'r i N8748'26"W BUILDING = I.P.F. 100.00' s,o' _ I - 227.14' _ o " I.R.F. N88 4725"W 64 t 07.6' 0 LANDS N/F OF LR.F. I.R.F. KIA4 T HANSON BOOK 1071 PAGE 212 0 a I.P.F. 0' l W c _/ O 0 a I.R.F. W I.R-F. O 0 0 RE RUED DEC 2 7 2002 TOWN OF,r`UHNSBURY NOTES: BUILUINi; ;eU CiODE 1) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND IS THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD DISCLOSE. 2) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP OF A SURVEY OF LANDS OF MAP BEARING A LICENSED LAND SURVEYORS SEAL A LEGEND- VIOLATION OF SECTION 7209, SUB—DIVISION 2, OF THE JANE K & DA VID W. HOPPER SR. NEW YORK STATE EDUCATION LAW. REVISIONS 3) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS Q I.R.F. IRON ROD FOUND SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. p I.P.F. IRON PIPE FOUND TOWN OF QUEENSBURY, COUNTY OF WASHINGTON, STATE OF NEW YORK 4) SUBJECT TO THE RIGHTS OF THE TRAVELING PUBLIC OVER 0 CONCRETE MONUMENT FOUND DAVID J. �OL�.7 E TER THAT PORTION OF THE SURVEY THAT LIES WITHIN THE `cb UTILITY POLE 4 6/22/02 SHOW PARKING SPACES (PILOT NOB RD. DJ8 BOUNDS OF THE ROAD KNOWN AS PILOT KNOB ROAD. STONE WALL-x—K—x- BARBED WIRE FENCE 3 5/29/02 SHOW PARKING SPACES DJB LICENSED LAND SURVEYOR 5) SUBJECT TO ANY OTHER RIGHTS—OF—WAY, EASEMENTS, 7 POINT 2 9 11,04101 CHANGED PROPOSED HOUSE DJB 342 MAIN STREET, HUDSON FALLS, NEW YORK 12839 PUBLIC UTILITIES AND TRANSMISSION LINES AFFECTING W.F.P. WOOD FENCE POST DAVID J. BOLSTER, LLS DATE: JULY 16, 2001 SCALE: 1" - 30' N.Y.S. LIC. NO. 49534 THE PREMISES. ® WELL 1 8/23/01 SHOW PROPOSED HOUSE Dv8 DATE SEALED T 0 QUEENSBURY 19-1-8 DWG. N0. 01023D C NO. CJA TE DESCRIPTION BY T 0 QUEENSBURY 19-1-61 is - r DEED REFERENCE: JOAN GARAVELLI TO DAVID W. HOPPER SR. & JANE K. HOPPER DATED JUNE 1, 1998 BOOK 1067 PAGE 260 I.R.F. i f I MAP REFERENCE: MAP ENTITLED "MAP OF A SURVEY OF A PORTION I r OF LANDS OF JANE K. & DAVID W. HOPPER SR." PREPARED BY DAVID J. BOLSTER L.L.S. f. DATED MARCH 14, 2001 I.R.F. 1.P.F. A LANDS N/Ir OF A NELSON E. HARRIS BOOK 1114 PAGE 296 DOCK iq v771 x0Dy �E S874826 E T11 225 i'6' I.R.F. C.)DOCKci 0.4' NORTH [„ ^y of S88 4725 E OeoanHousE $ METER 100.00, ? N PANEL gu.'L_ _ 20' sideline serba,* �g $ AREA EAST OF k HANNEFORD ROAD K, i 0.23 ACRES iv 5' y Iili� O w e fl h 20' sideline setback coern P. I I.R.F. w LP.F. �{ N87'48 26-W i O LP.F. 227.1 1 I.R.F. N88*4725"W LANDS N11F OF- I.R.F. I.R.F. K/M T. KANSON BOOK 1071 PAGE 212 « I have seen or observed, or believe I saw evidence of, I.P.F. 0 all objects such as houses, Wells, trees fences, etc., Q W shown on this document. I also repres( f that I ave o I.R.F. o perso rally measured the distances set ; rth on the �aorn-" !2I.R.F. s 4 1— F� O t GN TURE DATE ar BUILDING T. f. REVIEWED B NOTES: DATE 1) THIS SURVEY WAS PREPARED WITHOUT THE -' BENEFIT OF AN ABSTRACT OF TITLE AND IS a THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD DISCLOSE. 2) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY f MAP OF A SURVEY OF LANDS OF MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A I ''�f•, VIOLATION OF SECTION 7209, SUB—DIVISION 2, OF THE ] �j l►1'l1 REVISIONS U�as�q`,,NEW PORK STATE EDUCATION LAW. J.,/ 1�l LJ JjWE K & DA YID W HOPPER SR. 3) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY 7 5��14/OJ #APROWWNTS S" �� ��0�;, MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS 01.E F. IRON ROD FOUND 6 3f13/03 DW PROPOSED GARAGE D.6 SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. Q I.P.F. IRON PIPE FOUND TOWN OF QUEENSBURY, COUNTY OF WASHINGTON, STATE OF NEW YORK 5 11'02/03 VEDD HOUSE 8' EAST De 4) SUBJECT TO THE RIGHTS OF THE TRAVELING PUBLIC OVER El CONCRETE MONUMENT FOUND 0 95�' ��'�~� BOLS?'ER THAT PORTION OF THE SURVEY THAT LIES WITHIN THE `� UTILITY POLE 4 61"22/02 PARKING SPACES (PKOT NOB RD '+ 4 .) D,8 i,'�� y0�.` DA YID J. q�y ;NEw``,`�� BOUNDS OF THE ROAD KNOWN AS PILOT KNOB ROAD. STONE WALL 3 Sf29j02 PARKING SPACES LICENSED LAND SURVEYOR BARBED WIRE FENCE DX ��► 342 MAIN STREET, HUDSON FALLS, NEW PORK 12839 1 5) SUBJECT TO ANY OTHER RIGHTS—OF—WAY, EASEMENTS. • POINT 2 9f0�4101 G'ED PROPOSED HOUSE D.�B W.F.P. WOOD FENCE POST DATE: JULY 16, 2001 PUBLIC UTILITIES AND TRANSMISSION LINES AFFECTING DAVID J. BOLSTER, LLS SCALE: 1" a 30' N.Y.S. LIC. NO. 49534 THE PREMISES. G WELL 1 81125101 PROPOSED HOUSE De T 0 QUEENSBUf2 NO. DATE DESCRIP77©N BY DATE SEALED //ly�o� Y 19—t—6 DWG. N0. 01023E C T 0 QUEENSBURY 19-1—fi 1 GENERAL NOTES: SEPTIC SYSTEM ' 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING DESIGN CRITERIA: { OF THE WORK AND HE SHALL FAMILIARIZE .HIMSELF WITH THE INTENT OF THOSE PLANS AND MAKE V)RK AGREE WITH THE SAME. Bedrooms - 4 -----TOPSOIL FOR SETTLING TOP SOIL 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, INSPECTION APPROVALS, ETC. FOR WORK Design Flow w — 5 2 0 d ----- -EARTH BACKFILL PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. g P '- UNTREATED BLDG. PAPER CAP ENO LATERALS 3. SEWER CONSTRUCTION, INCLUDING MATERIALS, SHALL COMPLY WITH THE APPLICABLE SECTIONS OF Percolation Rate — 10 min. ' OR STRAW SLOPE TRENCH IN—DRAIN t"I THE FIRE PROTECTION AND BUILDING CODES AND DEPARTMENT OF HEALTH REGULATK3NS. Required Trench - 100 If (8 3' minimum) o BOTTOM 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON T/1 8' - /32' THESE PUNS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOIA D HE FAIL TO FOLLOW 2 lines 0 50' ea. PER FOOT � THIS PRQI-EDURE AND CONTINUE WITH THE WORK. HE SHALL ASSUME ALL RESPONSOLITY AND LW*jTY '• ` SANO �I.L DESIGN FLOW based on installation of new standard fixtures.ARISING THEREFROM. N- RA 5. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECALITIONs TO PROTECT AND PRESERVE EXISTM UTILMES. FLOW RATE is 130 g p d (APPENDIX 7 5-A, P H L, 201 ( l )(1 )). �—OttluN ur'aT rESRecx. IMPERVIOUS LAYER OR NOTE: LENGTH AND LAYOUT OF FIELD 6. SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES ARE SUBJECT TO VERWIC,ATI+ON BY THE EVIOENCE OF HIGHEST LEVEL OF S►NALL BE BASED ON DESIGN PERCOLATION `. BAT SYSTEM eY OUAUFIED ENGINEER. CONTRACTOR BEFORE CONSTRUCTION GINS. Sewer construction, including materials, shall comply with the applicable 7. THE CONTRACTOR SMALL NOTIFY RESPECTIVE UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TO THE START sections o f the New York State Uniform Fire Protection and Building i l d i n Code OF EXCAVATION FOR `VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITES. g LEACH FIELD SECTION LEACH FIELD SECTION 8. IT SHALL BE THE CONTRACTOR'S RESPONSOETTY TO MAINTAIN EXISTING UTILITY SERVICES contained in NYCRR, Parts 903 through 907, -inclusive, and Part 1250. Y ENCOUNTERED AND RESTORE ANY SERVICES DAMAGED OR INTERRUPTED BY NEW WORK. k . N.T.S. N.T.S. IT IS IREC(004IDED THAT THE CONTRACTOR CARMUY EXCAVATE TO LOCATE EI15TING UTILKS AM VERIIFY � LOCATION PRIOR TO PEOORMING NEW WOW WHI04 MAY CONFLICT. Required retention time is set at two days. .; 9. NO ATTEMPT HAS BEEN MADE TO SHOW ANY BURIED TELEPHONE AND CABLE TV OR SIMILAR Daily flow multiplied by 2 equals the desired septic tank Size: � fACEITES WHICH MAY IN PRESENT ON THE SITE. CONTRACTOR SHALL VERIFY CONDITIONS WlfH AU UTp.ITY 520 d x 2 days 1040 gallons. A 1250 p q COMPANIES. 9P y g gallon septic tank is required. F 10. WHERE WORK IN PUBLIC ROADS OR ACCESS ROADS MAY INTERFERE WITH NORMAL TRAFFIC FLOW, CONTRACTOR SMALL PROVIDE AND MAINTAIN TRAFFIC CONTROL. DO NOT REMOVE ANY MATERIAL FROM THE SITE OF THE LEACHFIELD. f 11. CONTRACTOR SHALL RESTORE ALL AREAS OWAGED OR DISTURBED BY COICSMUCTM TO THEIR ORIOW CONDITIONS. DO NOT EXCAVATE ANY MATERIAL FROM THE LEACHFIELD BASAL AREA. 12. THE CONTRACTOR SHALL NOTIFY U.F.P.O., INC. (1-800--962-7962) FOR VERInCATKON OF THE � LOCATION OF UNDERGROUND t1Tb.MES AT LEAST 72 HOURS POOR TO THE, START OF EXCAVATION. MAINTAIN REQUIRED SEPARATION FROM GROUNDWATER INTERFACE. I � 13. CONTRACTOR SHALL COMPLY WITH CONSTRUCTIC)N INSPECTION REOUIRE1fM AND PHASE WORK ACCORDINGLY. r. 14. GAILOR A'MOCa►TES AND/OR THE DESK;! ENGINEER HAS BEEN RETAINED To GAILOR ASSOCIATES, PC, THE DESIGN ENGINEER, MUST INSPECT, APPROVE AND CERTIFY THIS INSTALLATION. PERFORM OR PROVipE ANY PROJECT INSPECTIONS, APPROVALS, CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES, AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. J �. All structures specified to be manufactured by the FORT MILLER Compony or equal. TEST PIT :. J.- TAM T Subsoil Data: 0"-6" TOPSOIL, 6"— 24" to stone ledge f SEPARATION DISTANCES FROM WASTEWATER SYSTEM CO�MPONEAI'TS TO STREW. LAKE, �h � •y WELL OR WATERCOURSE (b). kRtti13 PROPERTY GROUND WATER: NONE Encountered BEDROCK: At 24" below rode. - S`rSTEM Ct"OIMPONENTS StICTK>N LINE OR WETLAND DWEILtNG LINE � » ,� g . z ` Percolation Hole: 24 deep, 12 diameter 25� IF CAST IRtNU 25' 10' 10' 1 ZSEI TAWTA �ouNrsO �, oTHt<RWISE 50' 10. 10' TEST DATA: #1 Run No. Time r +� 1 . Soil for the proposed leaching field will be 10 minutes €";M"TROX S0 so' 10, 10' PERk TEST Data: P p g percutc�t,ion o PROVIDED BY GA. r _,. _ 22S*IG� Q. � I>sTI�Ir�mOr�1 aox 1�' 100' 20' 10' I ` `••..._-----�..�..►. ...,,. ,.. 8 ABSORPTION FIELD 100' (o) 100' 20' 10' JK N1 YO STATETH k Mere shad U no deviation , from these du cotetrwfon .witho>I�# , ap,�rovat �al�ios Associates and the NYS DIrpartl"j%t . . ,� . ..; + .. 2. Thd m4terUd# and spoctfizations noted on the pkms "not be alternates ;asps accoted and approved in wt ittiW b'Y a 1 d des '. 9 b NY . �� 3. Follow .. r A j 71 acturer s instructions for inOWWtOn UR&40* a1<h r+t dirtcted by l;Wor Associates and XYSDX. s+epresent'fvt 4. Prior to excavatiftg, consult the t desground facilities prot,rc>tive or 12ftica tort n S. Electrical #gw(pment installed in accordance with this plan must be N ,Yank Stott t3 ¢► Board of ire uftdierwriters certzfie ' .7. _. SEPTIC NO TES A r. -�-� 1. No roof, footing,, cook water, backwash dratns act. shell. be I . - '�+9 'n9 �orlytlle�rt�ed "t' .'"" e-xz�• to the sew treatment system and all discharges shall be directed - ttaalsitlrttnt� . - COVER ¢. • - ... . . A aD 2. No we h' parking or traffic shall be allowed an anV portion. of the sewage treattrs"t 11111"tQt�i, I k ' HEAVY DUTY COVER 1� OUTLET MOM" ra sAArTAIr►ILE t[t 1 fu P V M 'ti INLET � 0 I (00 O *Aug Ir } =War y FORT MILLER CONCRETE PRODOCTS 1250 GAL, SEPTIC TANK } a '~V? ECTION - DIS)TRIBUTION BOX DETAIL OF PROPOSED SEPTIC TA�, K TI - SECTION SEPTIC TANK RECEIVED N.T.S. N.T.S. { N.T.S. OCT 1 5 2001 TOWN OF QUEENSBURY TOW OFF Y BUILDING AND CODE BUILDING & ..� CU DAVID & JANHOPPERREVIEWED BY - r 7AP(1NEp rElbr+� . DATE 3 s E MEAGER ROAD, TOWN OF GREENICH, WASGT{?N COUNTY, NEW101M., ' , I'. Xref D:\dwg\99-10 t)R.dWg , Oww: . Irk'ova` }-- -+ �• DAVID do JANE HOPPER , y{ r : iIIoN NwauNo wMltr S ;i RAISED BED SYSTEM DETAILS := ; i �, 35 HANNAFORD RD 1 N.T.S. ,,, pF NE LAKE GEORGE, NEW YORK J. ' COPYRK iI IV# ® 1995 B1' GO-OR ASSOclrerts, PC IT IS A VIOLATION OF THE NEW YORIc FORT t �.M 4911IM ALL RIGHT RESERVEt3. THIS DOCUMEW AND ;ALL ATTACHMEtM STATE E MATRON LAW .FOR ANY PERSON MILLER CONCRETE PRODUCT We REVISIONS ARE THE P'ROPER'T't' of T� I�RQADIMIIY D19143N GROUP. NEJT AGTl1�a I�II�R THE i�IllEC1'ION OF ANY tJNAt111KORRIt OI CiIQNI :Ot"t tfF THESE PtJWS A LICENSED ARCHITECT OR EWRNEER s� 059460 �d:o ""I"T T P1? sl w gF T T A 6 OUTLET DISTRIBUTION BOX oN� ELJEN N ►T , R StRICTLY TI!�wIStATION OR. 0 ALTER THIS 13R w2sMG oFEss� /gyp COP C 'Oi AM1f, Cl�' "`110tt >IiEVOW WT PV%ff O BY C 1or: L,t>II< OF . 19i _ � r ON TW Or A T I -- I w. DE A L D STRIBUTI4N BOX AC'r till" #' .ors W" THAT wlTHouT T �MMJMNt. THE /�y�� , : tg►: S. NA�UA GA (O*R A ,, CAN + rar4 TES, cn AS Mil( NNISIIRK �y,� may{ i P DR:, , 9 �� R "` , „' AND TO _ , IMW. IlR:1k . <.,, „., . - _PP. , ,'. {w 1.. ,a .T ..A � +'::. - .. .:.. .. . f: ,. .... _.. .. . .:..:. .. ..:,.. ...-.H..._..., .....__:.,..r._.,,.., .�,;..,._,:.....�.:.,... .q..._..': ,. .. ... _.._.... . ..:.. . a _... .. . . ..... ,.. _ ..._.. __f ., „��.,n „ . ,... - t�aa°",a�"r�. . ,.4..:..k.'sx S".` ... _ , ..a`si,