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2001-273 411111A TOWN OF QUEENSBURY 742 BayRoad,Queensbury, 12804-5902 (518) 761-8201 � � Q v, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20010273 Date Issued: Monday, May 14, 2001 This is to certify that work requested to be done as shown by Permit Number P20010273 has been completed. Tax Map Number: 523400-071-000-0001-002-000-0000 `0 Location: ()AO-WEEKS Rd Owner: PAULSEN & SONS INC Applicant: ROBERTS GARDENS SOUTH This structure may be occupied as a: By Order of Town Board Septic Alteration Commercial TOWN OF QUEENSBURY Director of Building&Code Enforcement ��� TOWN OF QUEENSBURY s too 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building& Codes (518) 761-8256 • BUILDING PERMIT Permit Number: P20010273 Application Number: A20010273 Tax Map No: 523400-071-000-0001-002-000-0000 Permission is hereby granted to: ROBERTS GARDENS SOUTH For property located at: 200 WEEKS 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: PAULSEN& SONS INC Septic Alteration Commercial ROBERTS GARDENS S APTS Total Value 105 WEEKS Rd QUEENSBURY,NY 12804 Contractor or Builder's Name/ Address Electrical Inspection Agency OUEENSBURY SEWER JAY SWEET Plans &Specifications 2001-273 ROBERTS GARDENS SOUTH SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS $35.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Wednesday,May 14,2003 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town yf Qu- • osbu -%'on „, �;/ay_14,2001 SIGNED BY `' : for the Town of Queensbury. Director of Building&Code Enforcement ' Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: � ____ jOffice Use Location of installation: :) 0 6'e-it-I . -.ems 1 File Permit Noe.- CJ 1" a-73 Tax Map No. / / Fee Paid ,35, °3 Pl� I3Owner's Name: ��,,tom j Address: (,d e e_ S (J --7 /- 1-)-.. 2. INSTALLER'S NAME : q ti e- ;i.s' B4 C)r:; PHONE NO. 7 7 S c(J" 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate #bedroom(s) and multiply of # P bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flo'$i Cl"' MAY 0 8 201:r 1980 or older x 150 gal/bdrm = y, 1980— 1991 x 130 gal/bdrm = 4�,WN,OF QUEENS Y ,,,4 1991 —present x 110 gal/bdrm = -Ft9 f,: til °_4 ;-- Garbage Grinder Installed yes / if Spa or Whirlpool Installed yes� / ' 4. PARCEL INFORMATION: (circle applicable information &indicate measurements) To ographv Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sa at what depth at what depth muni o ling loam feet feet well Steep slope clay if 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: 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: ? 9--) i gallon (min. size 1,000 gal) Tile Field: each trench ft Total System Length: ft. Z'Hy - OS Seepage Pit(s): number of 2. size of each: ., ft. by 7` it. 5 o iA � / . Size of Stone to be used: #I / depth or thickness �` feet Bed System Size: • xtiael , /// Alternative System: length and/or size �� �' S� � 6. HOLDING TANK SYSTEM: (if required) �-erz ,A. e 7r wci a-t eft -S-0 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. me- (-_____ ____,...,.._, („<sa, jk - (c 0 / Sig'Cature f responsible person Date TOWN OF QUEENSBURY BUILDING &_CODE ENFORCEMENT 742 Bay Road Queens bury NY 12804 (518)761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name `a `l 4))Vt-- (3501a1.5(— )1(:) Location (, F:AL Dato5-J Do- ) Permi t #,a)Jj SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length Length of each trench Depth of trenches Size of stone SEEPAGE PITS: Number- Size -. ft. x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/Pit Openings Sealed? Yes No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption feet Separation of Pits _ feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: Z A �i-C'C Ov- X.„A SYSTEM USE APPRIYED.: YE NO Arrived: 1 I' t Departed: 4// Building Inspector COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAI Panel Board No Cert. 0 6 9 4 8 3 Cut-in Card No. Owner �?�72 / 1.iPI 71 Cr Location ,4t) .S fla alaercy Int'tallation Consisting of wed ! ��' 2 7es Installed By..... $lrw v - 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 making in ctions at any time, and if its rules are violated,the Company shall have the right to r v ke thi c if te. Date J c�-0! INSPECTOR... .. Member N_F P_A._ jai,, TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name a w fos Location L U -61L5. AD Date 5 r9 0v Permit # el Z73 SOIL TYPE: •. .-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length Length of each trench Depth of trenches Size of stone SEEPAGE PITS: umber- Size - x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Bsx Dist, Box to Fie d/P t Openings Sealed? Y;s No Partial LOCATION/SEPARATII",S: Foundation to Tank j�/5'1- feet Foundation to Absor ti n6 feet Separation of Pits fee ....JConforms as per Plot. '1 .n Yes o LOCATION OF SYSTEM ON 1OPERTY: (circle n ) Front - Rea - Left Sid- - Right Side Middle Front - Middle R-ix COMMENTS: ,,f/6i?2 -, 1 S 0(1 l o otX SYSTEM USE APPROVED: YES NO Arrived: I / Departed: Building—Inspector , -%' TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name / r G .W2 • Locati on Kiej.Li' A - Date 5 Permit # 671-Z37 SOIL TYPE: Sans Loam-Clay- Results of Percolation Test- (if applic.bl - Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION IELD. Total Length Length of e.ch tr:nch . Depth of tre ches Size of ston- SEEPAGE PITS: Numbe - Size - 6 ft. x _3 ft. Stone size , PIPING: size Type Bldg. to Tank p, P Xl -27,10C Tank to a men E' '1 RK Dist.. Box to Field ',.-. ZP - -.o Gp Openings Sealed? �'�' o . :Partia LOCATION/SEPARATI. " 5i--)f` 35— Foundation to Tank, feet Foundation to Absor.ti o' 7.) feet Separation of Pits e _eet Conforms as per P .t Plan es No LOCATION OF SYSTEM ON PROP R (circle Front Rear Left Side - Right Side Middle F • - •- Middle Rear �jc..{COMMENTS: 3 '75 ✓()CC 0 &'C--C • / ) • c9l4 Gov& J-4 -e DRH NeGGS SYSTEM USE APPROVED: YES 0NO Arrived: j Z Departed: : .1) j, , Building Inspector TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name 6c" 2j 5 Cam, Location _ GC S �J Date SA/4" Permit # 69'-- 73. SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSO"TIv IELD: Total Length Length of ea q trench Depth of trenc' -s Size o stone SEEPAG PITS: Nu 'ber- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tan Tank to Dist. Box Dist. Box to F -ld/Pit Openings Sealed. Yes • No Partial LOCATION/SEPARATIc, S: Foundation to Tank feet Foundation to Absorp .ion feet Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PRc ' vTY: (circle one) Front - Rear - Left Side - 'light Side Middle Front - Middle Rear COMMENTS: e, , 73 //ell< i;L v SYSTEM USE APPROVED: YES (-7! )O Arrived: Departed: /'� , Building Inspector TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518)761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name / .64,? ( /✓J S Location / ?c� GCS )-a.3 Date U/ Permit # SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length Length of each trench Depth of trenches Size of stone SEEPAGE PITS: Number- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/Pit Openings Sealed? Yes No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption feet . . Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear , COMMENTS: c S L t �< k s>ld/-, SYSTEM USE APPROVED: YES NO Arrived: 770 Departed: Qfr- Building Inspector • - _ ..• • . ,. . . p ri P.I.LT,.,.4,.riff f'. R .. . .. . • ' . . • . . .- . o- 2 \r1 • • ., 7,-.-.... ,,....\ f' , -,... . . 1 . . d ..,.. _ „,, • . 2- ' ;,:i . 1 r . ,- I i N. "I have seen or observed, or believe I saw evidence of ? 0 73 tip C:/• \_,,iiii,) all objects such as houseS wells, trees, fences, etc., > rn c 0 .e,_-1, qi, . .. - shown on this document la/so represent that I have -I < - m Fri F Personally measured the .ctances set flit on the diagram." .• --m 0 Z -thC100 amioNtaine AunesNBEno o NN101 .,.. -..w....._ . u) -13:1 0 M 100Z g.n AVIA • tao,..•...„, 0 , .....4, 4 - , f -3---o -6 Ili si NATURE DATE - , a3Ard038 ,,._. o m 1 r • , \ t•-glik..CO . . . . e) EL k.... . . . - . • , ; ; —.1 -• • . . • ' 1 117 Ill . " . . . . ' . • , . • . . . - .• • ••_.--_-:._,. _ . . . • • . . . , (,./c\ Ici,:t(ciir--7 , -------.. . REcr.„-NED . MAY uy2001 }4 1777 T� 'f it TOWN OF QUEENSBURY BULLC�ING D C2PE 31br1 „'wea e NJ , Alp �utp ayn uo a�01 as luasaidei os c 1P a`�' Pa.rnseaw V ' �a 'soaua ' 1 1 .�uGw llecr� �© aoua Mesn�o d 4- prna saa�� ; eMs11 `sasnoU se p sltll cfe uN�()us AX9 1 eq ao 'paraasgo aoauaasaalgo lie aney1„ 9 . . - :::1-e-Pcl: .. ', 2,/ '.:.- . . ' i . . • TOWN OF QUEENSBURY • BUILDING & ! . S ,►'. - PT. _ REVIEWED BY ,_. DATE . .. . ,.:. .': .ro d..,.. _. .. _.. J rK :.. ` _ r_ ' _. L � 5-05-2001 11 :49AM FROM STEVES/NACE/MILLER 518 792 8511 P. 1 NACE ENGINEERING, P.C. 169'Haviliand Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 May 5, 2001 Mr. Dave'Hatin Queensbury Building&Codes Dept. VIA FAX 745-4437 Town of Queensbury 745 Bay'Road • Queensbury,NY 12804 RE: Roberts Gardens South •Septic System • • Dear Dave: • At the request of Mr. Jay Sweet of Queensbury Septic Tank Service, I inspected the soils adjacent to Building #75 in the Roberts Gardens South apartment complex for the purpose of determining suitability for replacing two existing seepage pits. It is my understanding that these two pits have failed after almost 30 years of service and that the owner would like to replace them as simply as possible, since they plan to connect the entire complex into the municipal sewer within the next few years. I examined a deep test pit and performed a percolation test in the area of the proposed replacement seepage pits. The soils consisted of: 0-7" topsoil, 7-18" sandy loam w/stones & cobbles, and 18-108" fine to coarse sand w/stones & cobbles. There was no mottling or groundwater. The stabilized percolation rate was 1 minute 20 seconds. Based upon my examination of the soils, I believe that the failure of the existing seepage pits is purely attributable to their age. I am confident that simply replacing the stone and contaminated soil around the existing pits or installing a new pit (or pits) with the same absorptive area as the original pits will be adequate until the complex is served by municipal sewers. Please call me if you have any questions. Sincerely, Thomas W. Nace,P.R. • • cc: Jay Sweet