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BOTH-000267-2015 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000267-2015 Date Issued: Wednesday, December 30, 2015 This is to certify that work requested to be done as shown by Permit Number BOTH-000267-2015 has been completed. Tax Map Number: 239.18-1-34 Location: 15 DARK BAY LN Owner: JAMES TOBIN Applicant: JAMES TOBIN This structure may be occupied as a: Deep Hole/Perc Test Septic Alteration By Order of Town Board TOWN OF QUEEE�NSBBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 QL Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000267-2015 Tax Map No: 239.18-1-34 Permission is hereby granted to: JAMES TOBIN For property located at: 15 DARK BAY LN 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 Tvce of Construction Owner Address: 15 Dark Bay LN Deep Hole/Perc Test $0.00 Lake George,NY 12845 Total Value $0.00 Contractor or Builder's Name/Address Electrical Inspection Agency Rick Carbone Excavating 1509 N Shore RD Hadley,NY 12835 Plans&Specifications Deep Hole/Perc Test Septic Alteration PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,October 29,2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Otticer of the Town of Queensbury before the expiration date.) Dated at the Townr:v /,JAWed e ay, November 4,2015 SIGNED BY: �y forthe Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Only DATE � 1I Received 7 Tax Map ID TAx MAP ID d Ty. /7� –/-7 Permit No- T 14 0 DO Permit Fee , �� '2,0 t N LOCATION OF INSTALLATION �7 DOS `�� Approvals: a&4 ti v, Nvia soy I APPLICANT . 6N?LS ,Ai�!'I PHONE/E-MAIL ADDRESS /S /IG d7lY �/dC �sftl/tS�G✓li �/ Ia�Gy / moi INSTALLER/BUILDER: 4N4 G4licolP. ea-wk L/le PHONE/E-MAIL/a "00/ ADDRESS: IS ri I >�GY'` /f�'(•� rJ `li}� /YY �� 3� OWNER �aM1/S �#7ih �7 ,�,//PHONE/E-MAIL S/& �b. gr-;40 Address /� �/� Al" ai mmff mlx /ley CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: T!iL,S / /%I PHONE RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed 1981-1991 Spa or Hot Tub installed —Y kN 1992-Present PARCEL INFORMATION Topography _k Flat rolling ,L Steep slope _%slope Soil Nature Y Sand Loam _Clay Other Groundwater At what depth? > Bedrock/Impervious Material At what depth? Domestic Water Supply Municipal )e Well(if well,water supply from any septic system absorption is– ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size � O gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.;Each trench x Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? Aifiv Air CG eSl /nwi�Yj Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system layout on file–no exceptions. DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all req 7ements of the Town of Queensbury Sanitary Sewage Di posal Ordinance. Print Name: / Ga/ Af /n Date: / Signature: a Date: Town of Queensbury Building&Codes Septic Disposal Permit July 2014 �,..ii...,.i -� .iii r. iu�i ii i..aai�, .. e,. ii,i..., .i....i..... i ..1....__-----.-1_-.I I. .ii.-....0 u...u. �� uu.�i,i,, i.d..i�w -11I.-... - , . I-1 . .1 1, . I '. . - -1 � . .lull,., i i.� .� � ',. ., .� r-111-1- ..,....,,._.uu_u...aura....-.uuru,w..uw..�a.u..w........._.uuru�r....�r rw..u.w..wi..u.u_.ww,u...uraa..a.u.u..urr...-..i..u.u..._......-wu.:...u.......,+u..u..u_...u...a..u....uuu-r.+_-..ar...._.u........ � i�i.au „i,u., ..,, .iu, I i�� u......., ii �,� �„�.iii ,. �,.unn,,,i •,...,r..,.. �i ._. ii,�.i,ii. .uiu." � i.i,.,ii i iiri. i � _ , I 1. I F' O ' �'/ r F 18 J�eech - i /' r ' f \ � / ' - / // / /' . t 1/ '/ _ - /_ ? j / / ' i I j / �' j i - ' / 1. `. 4'-0" WIDE x 31'-0" WASTEWATER / / /'� /' �o� �.' i/� ' / '_ DISPOSAL TRENCH W/(2) 30'-0" �o/ // /// i,'/�, =� /^m '/ /' �' :� :ire it ROWS OF ADVANCED .ENVIRO-SEPTIC /� / ,' f iir21. Pit . ' P - -� PIPE AS MANUFACTURED BY / / I o SILT FENCE X35 L.F. - //'�� '� X0,`1 /'' // !' "PRESBY ENVIRONMENTAL INC.„ SEE / 1°�� .' ' !� ''%/ r' z / / / r / / , / / , / , /' o o6 SECT. 1/C-2. / , � ! ' / 1 L, I - ,' ,-' �°' ;' !' ,` �°�, / 1 197.89 1 `, TREE TO BE REMOVED : i' I / /, �/ i 'i /; ,' '�",• //' r /; 11 , • , I ­ I 1; I 1� , I I i , , , I (TYP.) f / ?, /i //� �,'f /. ;,'1 1/ LIMIT OF SANDY LOAM FILL, (TYP.) / / ,' ?' .1 ,' �, \1" �197.97�1 / i t ! /i r/ ,� i/11 ' I Ill// J �' ! �, r' ri /,' //J, / ? � y% el -r' / �b /ice,/ f t /. �\ _'/ /' - - SILT FENCE ±70 L.F. /��� / J - // ix ao' maple / r , , ,' LOW VENT. LOCATION / /'' r'=;' �; t / / " /;!, i' / // /./ /' AS DIRECTED IN FIELD. / • ' / / �'/ ' /.:' / J 1 r �� r 3 �_- ' i �,' i,- ; // I �_ ', ' ,' o-�1i \ 1000 gal. PRECAST CONC. SEPTIC / o PRECAST CONC. d / / \ ,' ; ; ,l, EXIST. SEPTIC TANK TO BE / ,'-�/ ?? ,Z i/ /�/ ' `\'OI DISTRIBUTION BOX. /. ,% .'197.89' ,1 /.'� / Oo TANK. PUMPED AND REMOVED. /� I , T.-NP=1 /' / ,' '� - / 1� ,- / ' /' ') i' PT-1 '`"Lairs < �/ t �( " '' ' ,. ,'sf`ll.;i \� , \\ LOW VENT HEADER. -° I/ C"\�\ 1 . L , ,' ' !'' `L' i '' ` �\ 1 // r- \� \ ! / / /' !/ r / / / / __ / - i' /.. / / \ \'I / y;='' - f /'' r/ /I// . ''I : ,?, // " I ` 1197.9 ,I 4"O SOLVENT WELDED SCH. 40 PVC _ . �' PIPE HOUSE SEWER. SLOPE © MIN. 1 r / 1 /. / - '11 / I 11 _ /' 1/4"/FT, AWAY FROM HOUSE. APPROXIMATE LOCATION OF // /r i / ,' 'l-, /� f' 11'98.98' /''J --_._._. \ RDU(E PIPE W/MAX. 22.5° BEND EXIST. FAILED WASTEWATER / ,' 'f 'r /r E3Er'Jcl ir1JHRi /' /`', BEJC tv!ARI. FITTINGS. DISPOSAL FIELD TO BE / �, // clePn .out pipe /, GnF-1,NER _ , o6� / �;' CriRNEI REMOVED. ALL SOIL WITHIN / - 15°;' birch ,' 1 / ' CAhICRET�E / ,' 15/'' birc /'/ ;'I C 71dC;RErE 1 - r septic acces�"cover` O i (, 2'-O" IN ALL_ DIRECTIONS OF 4" hernlpck C;i t ;,; I C! F _HD;` I 4" herr o'ck / , f J DATi'�1'I / 1 ,, =rX,j �'i ✓f 1'"i t` f 21 tom.._._...._ I1QU':ie C� IN r' ,t �J°C / �' I �f1 , /.,' rtC ase EXIST. WASTEWATER s , - ELE ;TIT`, o._.:' --...... 6" herilocL< 12-(hemlock , / i 6''�.4M(Oz t l/;' �.' , ELEr�.TI :.: 2CJ.'_-C ABSORPTION TRENCH SHALL ' F LIMIT OF SANDY LOAM / 199.06 , rr / - FILL, (TYP.) ;' y�., // �` BE REMOVED AND DISPOSED / - bcis'e-rr rit four`_Radon - %0; _ �/ /` f ' / \.\ jl S / �V ,,y' `fiUSCrnC;ri -I; _ ICi€'i _ OF ON SITE. / ?' /// / J/' f/ r �' //' . 'o,.'' �� `� / / ,BOJ / / i /;� CK ..' r' / // / � �y ! / \� /' /Cal,;'. r" '• r' Cpm a e /, ( /�/ , // / /r /, _ / Upefilrl+:� - ' /`. \\ ,, / /! // /r r �i.)eri;ll`,j \ ,/ /! ,/ / / /% ' Cit !`ia Wit";Thera / ,' // / <i /' 11 Cit f3'r cs"(i'i-�;"lt / _-�1'' beech, / /� / , { ,✓el /' &" beech' !� /f ' / \_ F1el \ << // / // ` / ( /36",oak f' r , /' ,' / C, / / _J/\\I7 ""36" ,oak �� F 24'' r,apl 1 J/' //" ATO"s_InCGtiun' �� �4„ mapl 20, ' !'`� 1i /' / ;uyidati .q/ -� �E44 CIO ' / / / ' 49 \ - G 'A' her;tock i 1 I .\ 1 '_O : / 2 0' / ?I11 . t / X82' 4" hef lock ' f 2. 1 ./1 ,' t 11' y \ - �- /,' ;' !! ,/ // r191.f::e �'Y �' ', /j(1 9U.9(J' // ' I f f' ' \ `1011~. `4;"`�. !` Lor,E dr:li:`I �'_ Il / ��4/1? ! ' !, lb _ -- ��\ k. SII,? �: DISPOSAL x 31 ,_0„ WASTEWATER 4' 0 WIDE 14° birch ; ' ! / IIJ//4 {'`'C !' 0/l/ `) 1 14" birch / ' I199.06'I }'\ �' ' li`J ,, -;_ � i" TRENCH W/(2) 30_0 �_ � -,.. _ �'^�,® 1,-0,✓ �> �"�. / � 11 / ROWS OF ADVANCED ENVIRO SEPTIC .e,a` 0 1 ,� " a� o ' \\/ `'''`'1 / PIPE AS MANUFACTURED BY ��1./ ®\ _ N CV , / r , / �\ N � / / PRESBY ENVIRONMENTAL, INC. SEE / 1 0 1 i 1' j 0 1 SECT. 2/C-2. I i `� - ; - I q /' t \ '`'`. ; ' ;, o`O `"�. r �' NOTE NEIGHBOR'S WELLS NOT / / SHOWN ARE LOCATED GREATER 1___1 ; , , / / \ /' 1 J. / SHALLOW SWALE TO DIVERT RUNOFF ) I :, ' 1/ I ` / // AROUND SOUTH END OF THAN 100 FEET FROM WASTEWATER ' l ® 1 LEGEND 1 ~``"�. :'? t1, 1% R DISPOSAL TRENCH. r 1>her .it0ne; rl 'rf ' WASTEWATER ABSORPTION FIELD. I I' t` .� C: _J _ - ;' ,'' jt '\y ,!� rt.lSiti'..'(i .".i :Jne l:�larl\7riC, - - j _ ' - r t t �/ EXIST CONT _ - l\ A> 1a^0 .,. ' ®.fit`.```. BYTNEWXWASTEWATER D�SPOSSL BED . .. y OUR . 11 4 , t `\ `\ } 192 - NEW CONTOUR _ - f� \� , ��� AND 2 -0 IN ALL DIRECTIONS OF \ - - - `. \ \ NEW. BED LIMITS `SHALL BE - -----=' - D AND REPLACED WITH A N 1194.52'1 SPOT ELEVATION \ REMOVE \ Y` LOAM FILL ,MATERIAL WITH 'A, ____.. \ - _ _- ---- ----- \ SAND F TP-1 I - _. _... ... ��: PERCOLATION 'RATE OF 1=7 MIN./IN. , I '\. X TEST PIT/PERC. TEST L�OCATIUN Vie' ' II ry PT-1 P I .• . 11 11 I \ SITE PLAN - } --�--- ROPERTY, LINE e I . I RE1.MOVALS PLAN . - .. _ - I DATE' REVISIO.. �. I� I1. SIONS11 1"= 0'-0" - REV. TION - i - e ��. �.. -°• I Paint 1I .1 t ,\ . . " \,... .1. f .... / ., i I ;. Sandy I{,p� 0 10/6/15 SEPTIC `VARIANCE 01 NOTES - -" , 1 .. - l• / w/ ,e1 khuret M - - BHJ} APPLICATION'_ C WASTEWATER TREATMENT SYSTEM SHALL BE A GRAVELLESS 10. NO 'HEAVY EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE LIMITS OF THE {I " �" t /Heckkar :•I I . I . I I . 11 I . . I , . 1z, / # i ,-mow° -A11 1 1 1/4/15 FOR CONSTRUCTION 1. THE ON-SITE SUBSURFACE1, _ w / Islantl � I loop � _ MEDIA-WRAPPED CORRUGATED PIPE SAND-LINED TREATMENT SYSTEM UTILIIZING ADVANCED TREATMENT SYSTEM AFTER FILL MATERIAL HAS BEEN PLACED BOTH .DURING OR .AFTER CONSTRUCTION. 11 Cann°n a P . . - C AES PIPE AS MANUFACTURED BY PRESBY ENVIRONMENTAL, INC., WHITEFIELD, NH. � i '� r\ `\.o '�... �, �'" / AePeon¢bly: Harris •' 31•"y 11 ENVIRO SEPTI c . Bay c. i 1 1. ,_ PLACEMENT .OF SANDY LOAM FILL, SAND BED AND AES PIPE SHALL 'BE ,AS SHOWN AND CARE SHALL ' m. I THE BASIS OF DESIGN FOR THE SYSTEM IS AS FOLLOWS: 9 `' ° - `, • BE-TAKEN TO AVOID INCLUSION OF FINE GRAINED SOIL AND WASTE MATERIAL IN THE SAND AND - ,,__,,° �. ,: / :�. ° NUMBER OF BEDROOMS 3 I \ �� I d PIPING. . / % , �.... J DESIGN WASTEWATER FLOW RATE 330 9P I ,; i�'�:.1' Bait % `'.. a �.. = DESIGN PERCOLATION RATE 1-7 min/in (Modified Soil) _ - , , t '.� -, 12. SYSTEM -SAND SHALL CONFORM TO THE FOLLOWING PERCENTAGE AND QUALITY RESTRICTIONS: ". \ 1 Ile �.,' . , n / t I �„wo . SEPTIC TANK MINIMUM CAPACITY 1000 gal. _ - NO STONES OVER 3/4 IN DIAMETER. �\ o ,•'q ° land �/ �y a.� ' SEPTIC TANK CAPACITY PROVIDED 1000 gal. p ^/ PSI°t°` -D X. Ix Manna "�Ny,° I; Dick 1°lands �� ffi - 35q MAX. RETAINED BY A #10 SIEVE - '�\ i `�i•'\ �. game, ;/ _ HaPPyF-Hy v, - �• %f NEW, lalandae - _ _--�' \ •�e R�••/ ..', Point _ ',: MIN. AES TRENCH LENGTH REQ D, 60 LF _ I . . - 40-90% RETAINED BY A #35 SIEVE i% �, `„% �j ro / J `g"o• 0 � ' �<G' aCH I �\\ I ', \ - HEARMWN •NINT• r• i •• Marira\�- - ��, P1 +� j AES TRENCH LENGTH PROVIDED 62 LF MAXIMUM 2q OF TOTAL SAND MAY PASS THROUGH #200 SIEVE '/ `� �,�°�`°°nd �.� / ,,„ ° _ �- 6✓ t i� 2 •. !1 'as 6 ..p ,a 91'ATK CA / i •,� _ e ,� _ 1 J /.' '_ ed lnexr, ro esmu,nl, I , `�H \ -a - _ MIN. AES PIPE LENGTH REQUIRED 118 SF - ASTM C-33 OR NYSDOT C-33 SAND MAY BE ACCEPTABLE PROVIDING NO MORE THAN ; ° ��\� ,, 11 I ,�,_ �----w 'R' 3� - TOTAL AES PIPE LENGTH PROVIDED 120 SF 2� PASSES A #200 SIEVE WHEN WASHED. eM n J �� r?::.: / _ � - 3. D S E •/ \, °w ; f;; r Q F.a burnt _. PI OJ C / 11 . '. _ - -- a 2. THE AES PIPE WASTEWATER TREATMENT SYSTEM SHALL BE INSTALLED BY.A CONTRALTO CERTIFIED BY 1 T P OIL AND SEED THE TREATMENT SYSTEM AREA AND ALL OTHER DISTURBED AREAS IMMEDIATELY \ :: : - : .,qG /�P°o�,.. /`^. 4, � \�-' = - ' r 3 AFTER CONSTRUCTION. I � 07 k .:/- -1 :� �s. _ gyp°g t97 I PRESBY ENVIRONMENTAL, INC, TO PERFORM RESIDENTIAL SYSTEM INSTALLATIONS IN NEW YORK. STATE. j o«�' ° ; P,�m� y r =__= _' LOCATIO,N " °' �4 _ _ j \ i - j' �`-",;,e; A D :f� 0 N D Po'n/t�A �! p\(. \ - - - _ 'r +SCJ` - \ �w anoaro rd a�°°" (: - - gay 3. ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT ACCORDANCENITH THE \ �a R8„ Ro k°° I ( - _---__ -1- SURVEY NOTES : .:: ___-�_- . . . DVANCED ENVIRO=SEP C AES ` _ _ _ SYSTEM DESIGN INFORMATION INDICATED ON THESE DRAWINGS, A TC (AES) J ' `'`° ' I' \ a_ ' ., :P-��=� L A K- E .0 E 0 R G% ,;•. :•;.., \_ ..`, '', o, - ' _ 4;_' UNAUTHORIZED ALTERATION OR ADDITION TO I INSTALLATION GUIDELINES AND WITH ALL N.Y.S. DEPT. OF HEALTH AND TOWN OF QUEE SBURY. - �', �' .: I I_= .� _ _ __-- _ 1. sl: . ' 1. SURVEY REFERENCES: `. .1' ,; �:. I f _ -` _= _ _ THIS DOCUMENT IS A VIOLATION OF SECTION I1. 1M529\ 3Q8,i I �. '`\ � - _ ` r� � LC)t ALAN 7209 SUBDIVISION 2 OF THE NEW YORK STATE i REQUIREMENTS. „ 1 , - .'., , �i , . MAP REF. - PROPERTY LINES BASED ON MAP OF A SURVEY OF LOT 10 - JOHN ;�=- _ __ I .1, 11 ��, 1117T � I - I � I , - ,� I V - - -11.1�l".�ll.�..�,.,�,��.",�-�,�-1.111,�.�. ____...._.___.__........�......_......_,�11..._ _-1,...._.. I . . . 1__ _. 1_11_ ..'� 'll""I.I�II.' ',-.. '� -...,.. .".,.-,"..,..",..",",.,�,,��1.1 '...." 'll,�''..'',,�, ,�111.11.1111.1111.11''..,...,�...,.,.,..�'ll,.,�.1.111.. ,�11.11,11,�'.......'111.1.1.�.I.".., I , I ,..,. . . ­­___ ...­­­­____......�,�,��..�.,�ll.���11.111".��""----�--�,. I ......... "''.111.11''..". 1-1.111 --111111111- 11 . .1.1.1-.11 . I -7- ­ .­ -1....l.-1,"" ,� .11,11�,. ""., ,, 111.111.111'...�"". ' '...'',''..".�...'�l,,.,,-.,..' ,, I 1.1- � ­ . - , � __.. �._..._ ��'' .'' ","�''..'" , " '',-",..' � '',. , �"'' ",.' '. ,' "'...' ,.."" '"',,,, ,,''.''..........' " "",'',,,."",. ".�.�............. __.....___ ___ .._ .......". .'', ......�....... .'__ '.,. ,.'____._ II I � I . I I . I I - I; � - - m ) � I . 11 I - I I I - I 1, '' 2 � ­ - I , I - . . ;, .11 , ­ � � � � I � - : I i : � � - . - I . . - ,! . I . . ' .� � . I - - . � 1 . I � � I . - , . I - I - � , - 2 _. i 1 4'-p" - 0 " 6 ;11 4"O RAISED CONNECTION 4'-0" I ( YP) BETWEEN PIPE ROWS. I11I-IiIi I I I \ .. SYSTEM SAND. I I I I I I./I ' 6 / 4"� RAISED CONNECTION ; MIN. 4" TOPSOIL AND I (Ty. BETWEEN PIPE ROWS. i , - SEED. SYSTEM SAND. I EL. 198.98' EL. 199.06 . SLOPE _ MIN. 4' TOPSOIL AND 1 .._...._-- -A - w ____...__.__._...._i . : . � . - / ---_- ............ a.... , .. 3 -= FINISH GRADE. ` - SEED. -.x-.._' - - - :- -- EL. 197.97 ..._.._................. . EL. 197.89' 1 ._..._s :::_:.;:::::: ..-.. " __- ", SLOPE = 2� ,.- ,v- ,::�r •,:> -.: •. ' I _..M ._------....,.... ADVANCED ENVIRO-SEPTIC = .. _ . _ _ __ _.._. ...._.___ --,.- --___.._._-..-._ _.._._ . _ . � —. - -- .x a --=_.. . - - - - 1; .-_ .... ........_....._....._:............:.:.........._-...__.............._........__..... ....._._..._ ._._._ ..._......_._................-._..........._....._............:._......__:,,............ I . IP ..................... .... . P , ._....-_.._... .... .... _ .. .tom...-.-..,..:� _ .. .. •'t,.. .. ... ':5• - E TYP. FINISH GRADE. 3 - - - Schoder Rivers Associates LETTER OF TRANSMITTAL Consulting Engineers, P.C. Evergreen Office Park 453 Dixon Road, Bldg. 3, Suite 7 Queensbury, NY 12804 P: 518 761-0417 F: 518 761-0513 Email: matt@sraengineers.com Date: November 11, 2015 Job: 15-949 RE: As Built Drawings To: Building & Code Enforcement Town of Queensbury 742 Bay Road Queensbury, NY 12804 ATTN: Dave Hatin, Director VIA: USPS pis LT WE ARE FORWARDING: Drawings ❑ Submittals ❑ Other ❑ Specifications ❑ Addenda ❑ Shop Drawings ❑ Under Separate Cover COPIES DESCRIPTION 1 Septic Inspection Letter 1 As-Built Drawings C-1 and C-2 for the replacement of an existing wastewater absorption field at the Tobin residence located at 15 Dark Bay Lane. Remarks: Please give me a call if you have any questions. Sincerely, 4"wi /�/� Matthew Huntington, PE Project Engineer cc: James Tobin - Owner RIVERS Evergreen Professional Park 453 Dixon Road, Suite 7, Bldg. 3 4?ASSOCIATESSCHODER Queensbury, NY 12804 Consulting Engineers, P.C. Tel. (518) 761 -0417 Fax (518) 761 -0513 November 11, 2015 SRA# 15-949 Dave Hatin, Director of Building & Code Enforcement Town of Queensbury 742 Bay Road Queensbury, NY 12804 RE: 15 Dark Bay Lane Septic System Replacement Dear Mr. Hatin, We have completed our inspection of the replacement wastewater disposal system at the property owned by James Tobin located on 15 Dark Bay Lane in the Town of Queensbury. Based on our observations from periodic site visits during construction, we state that, to the best of our knowledge, information and belief, the work was constructed in general conformance with the contract drawings and specifications. If you have any questions, please contact me the undersigned at (518) 761-0417, Ext. 16. Sincerely, 40t 47 L- Matthew Huntington, PE Project Engineer j��a Stoll U cc: James Tobin - Owner I I - . - I 4'-0" I 6 4"O RAISED CONNECTION ( YP') BETWEEN PIPE ROWS. 4'-0" / _ 6 SYSTEM SAND. (n,P) / 4"O RAISED CONNECTION MIN• 4" TOPSOIL AND / BETWEEN PIPE ROWS. I SEED. - SYSTEM SAND. EL. 198.98' � EL. 199.06 - SLOPE = 2� _- MIN. 4 TOPSOIL AND = ,,, _............ ......_s............__....... -:- _.....T_. _ T a _.._..__._ SEED. _ - _ � ^�.__ ...-�,:__:�, ,. _ r _ EL. 197.97 1 3 _ '-,..'-......_..........._._.._.._._..... .._._.__., ..... _.. %--�_- =T- ;, - FINISH GRADE. EL. 197.89 1� ;__.. r.::_. ....._ �....� • . 2q - ' .......... SLOPE - —.: , .__,m._.._:, __. ADVANCED E VIRO SEPTIC _ L . . N - \ ----- -- _�-- - - Z.--.' : /' z . ...._.... ... ..�,.__,,,... . ,.. .: „ . ., .. Pl - .. . % •t•. E TYP. 1 ( ) - - ___ ...__...........__...._............................... ._...._. ._... ..._..- - .• - FINISH GRADE. � - - I -- - %. 1. 2 -0 �^ _� . ,. . . .'... ...:. 1�\ . - ' ' /� ,. - ... .. : ; .... - :'r • -_., ---- . . . ... :.; . VI SEPTI G •-f ADVANCED EN RO �+ �ALL DIRECTIONS ...... :. .•', - W...__ ,: -.' PIP ,.;. < E, (TYP.) .. . . . . �/ �............�....--_ . . • . . . .. 1 . , :.2 -0 '': :' EXIST. GRADE. . U........._...__._... . , , _.....,. f - .. �J _T . ALL DIRECTIONS •' ` a ]' -'� -'~: - . .. .. - .-. '� - _ - L �'\ I SANDY LOAM FILL. ].. . -�� .. 11 W . . �. ^co Z t, ^'1 .:. .v.:. .: , EXIST. GRADE. /--.,. f -` % :. ;.: pz .. .. BTEC RNHEL. 1966 3 0 D LOA Q - :_ _ LIMIT OF SAN Y M , z .. .. ,. ...-. SANDY AM FILL. c. LO <L _ a L P. •., . ILL MA FERIA TY F - a �, ( ) 0 S• y0Q ''^^ \� I ... -_ ?� _ , L 9.5.5 BTENCHE . 1 4 R 5-•• •Q \l - D LOAM •i. �_ Y LI IT 0 SANDY M F U :: FILL MATERIAL, TYP. <' Q . 1 :`i; o c� j_ . �' I W = �t ' 13 ';:'... Z U -1 N ^ „ : of \K<,</\\� ;/;�,\\�,��\/ N �.�.�\��///�'J _ o 1 • ,\/\�/, ,//:�/\ \ i k SECTION 2 1 . j N.T.S.1 . C-2 {' . I ! T/ N OC-2 NOTE: EXISTING SOIL BOUNDED BY 2'`0" FROM THE -- N.T.S. ABSORPTION TRENCH LIMITS IN ALL DIRECTIONS SHALL >, BE REMOVED AND REPLACED WITH A SANDY LOAM FILL AS—BUILT DRAWINGS It HAVING A PERCOLATION RATE OF 1-7�MIN•/IN. THESE DOCUMENTS HAVE BEEN PROVIDED BASED i UPON ADDENDA, SHOP DRAWING REVIEW COMMENF5 I AND CHANGES DURING CONSTRUCTION. SOME OF 1 THIS INFORMATION HAS BEEN PROVIDED BY OTHERS. THE CONSULTANT HAS NUT VERIFIED THE ACCURACY 11 I OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR . OMISSIONS THAT MAY BE INCORPORATED AS A V RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. ..� 4„� . _ i _ 4 _. - - ...,. - --- - - - "...-/,-. � �" .. MANHOLE - ; - - LOW VENT WHERE SHOWN MANHOLE11 � -'° --.�- A ,., ;j--.. > �. Fpt� :,�".. 1 3 ' - - , ' - SCREEN OPENING.x , , 4 _SCH. ,40 :PVC 'PIPE LOCATION MARKER, TYP. = RAISED CONNECTION BETWEEN I' z TOPSOIL AND SEED ALL FINAL { ROWS. ELBOW LEVEL WITH TOP 4, I MANUFACTURERS VENT HEADER.,:,. GRADES. NO DEEP ROOTED ? OF OFFSET .ADAPTER. INVERT OF SLOT OR HOLES STANDARD OPENING - o PLANT MATERIALS ON SYSTEM i ,'. f CONNECTING CHAMBERS OF AND COVER TYP. \ �_ ^I ''� 2"-4" OR OVERFILL AREAS. ' 2"_4" CLEAN I ' FINISH GRADE, TYP. , ( ) r7 N SANDY LOAM F L DUAL CHAMBER TANK � 4"0 SCH. ',,40 PVC PIPE � L I ®I FROM -DIST. BOX.. SET EVISI ELBOW LEVEL WITH TOP >t - g: \� 7 ^ _ . _ _ , _ R ONS I A. _.. -' ' _..'m. - - - - .... _ REV. DATE DESCRIPTION MIN. 18 0 OPENING, E _. .._. _... ... - \ Ut Z Q OF OFFSET ADAPTER. /___ --_ti,_.._._;--- -w........-'�---�J - .:................................. ..._.-�......_. ...-_ k,...__. . �, = - . - - . - - - y END OF TANK, TYP. � � . - 3 (MIN.) 0 1016115 SEPTIC VARIANCE I LIQUID LEVEL , � �r ••. Q ..._ .- ... . { . ::.. . .. GEOTEXTILE _ 00 :;.. 1 . ... .' , ..".. . - Y EE. :,.:- :...,......_._......... ......h FIBER WRAP. _- APPLICATION SANITAR T d. ,,..,...,_. - „.- .. __ �}Ic. 1 .. .. _ _. v .. ... .-.. ..'' - .v T UC , ^ .... ...,,:.... - - R TIO N I I �;� 1 11 4 15 FO - � �-,, / \ - oo � . :• . : . . LEVEL .....,.,., .. :-:.. , .. ......: :.�.:-� r_ ' / ! ` ,. d. ":>rE)1EL.: 2 1 1 15 ASRBU�TS - - -- / FLOW t ^ - s INLET INVERT EL. z - I _ cv _ FLOW .. 1 - / 1 ^�- 1 1 MIN. 2 ABOVE - - - ',1� \ �1 0 I_ - _ r RANDOMLY ORIENTED �' f 9 OUTLET INVERT. �. _ ........,:•..., ., - ,'Y . . — FI BER MAT. 7 �t z z i' / i I __ I - 011 I. - - . b ,. . Z — I' - __ ENVI 0 S C R EPTI P PI E. -� . :.,, I ... ....::..,,• WALL FOR UAL .... ,_Ij ,.._::...:.:.,_. D ..'_ . ,_: 0 CHAMBER - ''\ HA T _ 6 TYP. L ANK. � Y TE a'` O SEE NO �i F�ELOW V I1] O •■ i a� ...... -..t..... ,. ......._.. • \' iI O J 1 2' MIN. FF ET ADAPTER. @� fi - 03 L - 4 j �> \\ (�P•) 1 SYSTEM SAND. I `° ;t I OFFSET ADAPTER. ! :.:;:;. . ..... ; -�-= • _1 ^ \ HOLD BOTTOM OF o z CLEAN SANDY LOAM " {° N � FILL TYP. TRENCH LEVEL. N�•629?9 \\� \\j/\// //\//\\j/\\j/\//\//\//\\jj\\jj\�jj\\���i Z -� P2 CRUSHED STONE Q N.T.S. - ��� LACED ON AND WRAPPED UNDISTURBED SOIL. °Q BEDROCK/SEASONAL HIGH . GROUNDWATER TABLE. . THIS U DOCUMENT.. 1 . ALTERATION OR ADDITION TO I WITH GEOTEXTILE FABRIC. T IS A VIOLATION OF SECTION 11 I NOTES: i 2 OF THE NEW YORK STATE 7209 SUBDIVISION N 1. PROVIDE FLEXIBLE PIPE BOOTS AT ALL PIPE PENETRATIONS I i INTO ALL TANKS. - - I EDUCATION LAW E _Y... . _,.-...W....._yW._.W.., .. �_ .. .... ICAL A VA NVI O—S T/D PI E SECTI®N � SCHODER RIVERS 2• FOR DUAL CHAMBER UNK, WALL HALL HAVE A 4"V. x 1 a" WIDE N T s ASSOCl.�7r�.� - SLOT, OR (4) 4 0 HOLES, INVERT[LOCATED AS SHOWN. DUAL CHAMBER TANKS SHALL BE PROVIDED FOR ALL SEPTIC TANKS WITH Consulting Engineers, P.C. AN INTERIOR LENGTH GREATER TH N OR EQUAL TO 10 FT. , Evergreen Professional Park _ _ 453 Dixon Road, Suite 7, Bldg. 3 - 4 TOPSOIL I Queensbury, New York 12804_ 4 PVC TO ABSORPTION ,& SEED 11 - f ! BED W/FLOW LEVELERS," - (5�s) �s�-o4�7• wc: (57s)�s7-o513 . TYP. BAFFLE - _ SEPTIC TAlK DETAIL s SCALE: AS NOTED DRAWN BY: SRA 4'0 ,PVC :FROM SEPTIC DATE: 9/16/15 ENG: BY: - MEH ' K. 9 . N.T.S. TAN „ . . / ������ CLIENT NAME f I JAMES ' TOBIN I Flow 15 DARK "BAY ' L�iNE - , - Illq. Town of Queensbury, N. Y. 0 n I . .1 �: � � 11 � � I I R - D AWING TITLE , a`�>�oo�,00,,",00 o"o(5 c \ N W�OSTEWATER TREATMENT . 00 .0 00 00 00 000000000 \, -, oOp ,J0o00o00o00A00o0000 I �ouo0� 0,0 0-0 °a0opo o0�p ' 00 0 o o 00 0 0 „ WATERTIGHT PIPE SYSTEM • REPLACEMENT ' '���i�ii�ii�ii�ii�i �j�i SEAL, TYPi�l s S 6„ 6„ 1 j - t / I MIN. PEA GRAVEL. : I . . ' , _ i . UnIDIsruReEa solL SECTIONS AND DETAI LS: - - .. _ - I DISTRIBUTION = DRAWING N0. SHT. 2 OF 2 . .�C TAIL I N.T.S. 2 REV. 21. . 111.1-1..... ,...: W. ..,. ..��,..... .,. . , ° _""":' . ."" ....: . .. ... . . °...,. ,.. . _..__"' ,. - . , .. , .._ _ ...,. ,......... ._. ..,W:., .I..:', °,. ..., ... -I ...,, . . , .. ,..,. <..._<,,.,........0 .... „..,.,.3