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RC-0207-2022 ! 1 f Office Use Only ADDITION/ALTERATION PERMIT Permit#: PP.- b2D9 V22 APPLICATION Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.gueensbuiry.net Flood Zone? Y eviewed B . Project Location: . J: .,s :� �i� �k•04i4 e lo-'k Tax Map ID#:2 o.6—Z— 2 =Z—Zr Subdivision Name: PROJECT INFORMATION: TYPE: �X Residential ❑ Commercial, Proposed Use: ❑ Single-Family ❑ Two-Family ❑ Multi-Family (#of units ❑ Townhouse ❑ Business Office ❑ Retail ❑ Industrial/Warehouse ❑ Garage (#of cars ) ❑ Other(describe ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1st floor: 2nd floor: 2nd floor: 3rd floor: 3rd floor: Basement (habitable space): Basement (habitable space): Total sq ft: Total sq ft: Scope of work to be done: • Addition/Alteration Application Revised March 2022 ADDITIONAL PROJECT INFORMATION: Estimated Cost of Construction:$ 1W, �7/0 0 2. Source of Heat (circle one): ❑ Gas ❑ Oil ❑ Propane ❑ Solar ❑ Other: !Y /Vea . Fireplaces/inserts need a separate Fuel Burning Appliances &Chimney Application 3. Are there any structures not shown on the plot plan? ❑ YES R'NO Explain: 4. Are there any easements on the property? ❑ YES X NO SITE INFORMATION: • Is this a corner lot? ❑ YES KING • Will the grade be changed as a result of the construction? , 'YES ❑ NO • What is the water source? ❑ PUBLIC NrPRIVATE WELL • What type of wastewater system is on the parcel? ❑ SEWER 45rPRIVATE SEPTIC DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior.to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: ...—ATURE: is/��! 40�__ DATE: �' �f t Z. Addition/Alteration Application Revised March 2022 c ; , CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL I A licant: Name(s): Mailing Address, C/S/Z: C5-r,. /?i Ik Cell Phone:(S'16 ) -22- 17 �/ Land Line: Email:�{e� 0C'gjc�Gu,l..1.-S Primary Owner(s): Name(s):Mailing Address,Address, C/S/Z: Cell Phone: ( ) Land Line: Email: © Check if all work will be performed by property.owner only • Contractors : (List all additional contractors on the back of this form) Contact Name(s): Y•� `f��D�,.��i &SC4- Contractor Trade: C. Mailing Address, C/S/Z: I L 3 7 i�E -97 54r4rlac * fr, /2 f f j, Cell Phone: . ) ryZ- /7T of Land Line: /E ) 6&- on i i I: lam- ilia 7-- "Workers' Comp documentation must be submitted with this application" • Architects En ineer s : Business Name: .ri Contact Name(s): Mailing Address, C/S/Z: Tic /L • /Z�o Cell Phone: N0 ) z 2 2 - I3�?8 Land Line: T'i ) 717- Z Email: ill,© &Aj, .G /Y&7' Contact Person for Compliance in regards to this project: ZleZl.,�-1,0'- �f Cell Phone: ) J7J2- /,->s Land Line: Email: Za. •.I. /Y.e,7-- Addition/Alteration Application Revised March 2022 • Contractor(s): Workers' Comp documentation must Pesubmitted with this application Contractor Name(s): n�i� ��6•ff/ �ffL�'l �k�G✓'r� tractor Trade: �_-c. IvIldiling Address, C/S/Z: /t.?,o ri,f a S'% .SPre.�... L�i� /may• Iz Q 8,� Cell Phone: 5-4- S7z — Land Line: 5-/go - i9v- 0/z Email: ,�.����sc.,��k.L/•�f'. �[�-.�J • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Low ,vc f�l�a/moo-,n�' S]'tom .S�Pf-i Contractor Trade: Mailing Address, C/S/Z: s'y' ,�l��cl,.r►.�jl�./ '�Seva�cT �!y� /z 8.?/ Cell Phone: Land Line: Email: Lak Q ~-&r*f sTT.-S 'eA41� . co,7, • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: i Phone: Land Line: Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Wailing Address, C/S/Z: Cell Phone: Land Line: Email: Addition/Alteration Application Revised March 2022 r } .^'. SEPTIC DISPOSAL PERMIT office use only APPLICATION Permit#r ZC—0 Zb9. Z10Z2- Town of(Liicnstiuri Permit Fee:$ Invoice#:.. 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.4ueenslur4.nef Septic Variance? Y�y Flood Zone? Y /N/ Wetlands? Y Reviewed Project Location: 3.5 36 4cL+nweEord Ro__ �✓✓ Tax Map #: 2�D•�~) _�� RESIDENCE INFORMATION: Year Built Gallons '#of bedrooms: X gallons per =total daily flow _per day. bedroom Garbage Grinder Yes 'No 1980 or older 150 Installed? ,(choose one) ❑. 1981-1991 130 Spa or Hot Tub Yes lJo 1992-Present 110 3 l I Installed? (choose one), i❑ LBO' PARCEL INFORMATION: Topography Flat Rolling _❑Steep Slope %Slope Soil Nature ❑ Sand Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? Z Bedrock/Impervious material At what depth?."> " Domestic Water Supply ❑ Municipal XW ell ❑Lake (if well or lake, water sup-ply from any septic system absorption is Percolation Test Rate: per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size i_gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ;_Size: Alternative System Bed or other type: Moond_. -nll a 'how Holding Tank System Total required capacity? ; tank size_ #of-tanks Septic Application Revised April 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL •. A 'al' ant � Name(s): ai a= 0. Mailing Address, C/S/Z: Cell Phone: Land Line: Email; 4e-/,.e-tsc 7r • Primary Owner(s): Name(s): S g42 Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): .`Olq �± �!"J9t%rf S'?� •� ���� Contractor Trade: .eKS9_J 2Z Mailing Address, C/S/Z: . � , a.c1� '�Seti••�rT !Z•Y ! LQ.3 J Cell Phone: __ .Land Line: Email: c4 e0 e-••++ "Workers' Comp documentation must be submittedmith this.application" • En ineer s : Name(s):, -jfevi., / T'.�S �stl�����',$i'n.t� Mailing Address, C/S/Z: 3 �� 5.� _, 1iea► ��•!"f �i�s L 8 0'3 Cell Phone: 57#,- t =Z - /33 8 Land Line:14 - 7 f 7- eleC Email: C Y-W.Wi 7- Contact Person for Compliance in regards to this project:,_ �O d•7�� Cell Phone:. /S'" 7Z/ `/7S'y Land Line: Email: NOTES: 1. Alarm system and 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 and approved.The installed system must match the septic layout on file—no exceptions. 3. As- built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans. 4. If, for any reason, the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury. After 1 year from the initial application date, 100%of the fee is retained. Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation orfailure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: SIGNATURE:; DATE: 0 ZL Septic Application Revised April 2021 Cascade Builders Corporation ` 1230 Pine Street w Saranac Lake.,NY 12983 Phone:(518)891-8123 Fax:(518)891-6895 Reed@cascadebuilders.net Scope of work Renovation of existing 479 square foot summer cottage at 36 Hannaford Road 1) Replace existing windows with new Anderson windows, same size and location, (window order attached) 2) Remove old asphalt roof shingles and install new life time Architectural roof shingles (black, same color) 3) Reconfigure the kitchenette layout to include an electric stove, in doing so close the existing bedroom entrance door off. Install new cabinets and tile floor . 4) Renovate the bath room, same foot print, remove old shower, vanity and hot water heater, install new shower, vanity, electric hot water heater, new tile floor 5) Install new wiring through out and install smoke detectors in the kitchen and bedroom area (use existing 100-amp panel box) , 6) Install a new code compliant septic system. Plans attached 7) Connect to existing water line from main house 8) Install new exterior trim on windows and front door, paint house 4/19/2022 KEVIN L. HASTINGS, P.E. CONSULTING ENGINEER Mailing Address: 3 Jackson Avenue South Glens Falls,New York 12803 Tel: (518)222-1338 August 26, 2022 Mr. Mark Smith Code Enforcement Officer 742 Bay Road T �p Queensbury,New York 12804 Re: Sewage Disposal Field-Engineer's Certification 35& 36 Hanneford Road 'C,�/5, Dear Mr. Smith, The construction of a replacement sewage disposal field for the residence at 35 & 36 Hanneford Road (TM#240.6-1-14 and#240.6-1-25 respectively) has been completed. The installation was completed by Lou DeRidder and crew of Morning Star Septic Service, who were also present for the final inspection. As the design professional of record, I certify to the following statements: 1. Engineering design drawings with material specifications and details were prepared April 22, 2022,by Kevin L. Hastings, PE for a 3 bedroom maximum (330 gpd) single family residence (2 bedroom main house and 1 bedroom cabin on premises); 2. Design documents were compliant with the Town sanitary health codes, and the NYS Health Department Appendix 75-A, as applicable; 3. Field observation of constructed works on August 4,2022,by Kevin L. Hastings, PE, and prior to earth backfill of trenches and structures; 4. Completion of the work appeared to be in substantial conformance with the design engineering documents,with the following exceptions: final turf stabilization & lawn maintenance to be completed in 2022 by owner, as satisfaction of the design specification for turf re-establishment on the disposal field area, prevention of soil erosion and loss of disposal capacity due to uncontrolled surface runoff infiltration, and as necessity for overall system performance. The as-built schematic of the replacement sewage disposal field with location ties to dwelling is attached for your records. If you have any questions or require additional information,please contact me immediately. Sincerely, urimo_ et QLXur Kevin L. Hastings,PE 35 Hanneford Road 36 Hanneford Road (T) Queensbury, NY all oil r®M§u® - Wits u2C09 View of 2 bedroom main house (#3 5) Installation contractor Morning Star Septic Service View of existing 1, 000 gallon pre-cast concrete septic tank (#35) , 350 gallon pre-cast concrete pump tank (#35) , and pump control panel (#35) . Note: existing septic tank inlet AM 8:10 SEP/1212622- ' cover (map node 6) . View of existing pump tank (#35) (map node 7) with installed 1/2 hp "Goulds" effluent pump, 2 control floats, 1/4" weep hole for drain back, 2" PVC SCH-40 discharge pipe and grade access cover. Drain back test - PASSED KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 35 Hanneford Road j 36 Hanneford Road (T) Queensbury, NY 1 _ ' , View of existing pump control IFo ;};;�! "� panel (#35) , post mounted. IIf�Will I � v View of existing "Rhombus" 1151W exterior NEMA 4X pump control and alarm panel (#35) , with alarm indication light, alarm horn, -- electrical power disconnect t; l breakers, post mounted in close proximity to the pump tank (#35) . Alarm test PASSED Float activation tests - PASSED Pump dose volume - 50 gallons Draw down - 5 inches t. �. �� ( ' j EI9it' " In View of existing "Rhombus" 1151W ii 1ttt'1!!! exterior NEMA 4X pump control and t ;, g' •�• 1,►1 4!;!i+�l l alarm panel (#35) , with serial numbers and operational instructions provided by the t equipment manufacturers . I -�ttl� I ' KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 35 Hanneford Road 36 Hanneford Road (T) Queensbury, NY oil 1 1 all ■�■ —-- -_ ",IJ 111 III iil son 111 III 111 1 III'BF III IIT Iil _- __ I 111 111 ill f 1111 111 tt1• View of 1 bedroom cabin (#36) . Installation contractor Morning Star Septic Service ', —��, T. 4e.�y i View of 4" PVC clean out to grade (C.O.T.G. ) looking west to cabin g (#36) 'T T •z' w View of 1, 000 gallon pre-cast concrete "Utopia" septic tank (top) , 1, 000 gallon pre-cast concrete "Utopia" 2nd tank "in- series" (middle) and 1, 000 gallon pre-cast heavy duty concrete "Utopia" pump tank (bottom) , work in progress, looking south. KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 35 Hanneford Road 36 Hanneford Road (T) Queensbury, NY i` View of septic tanks and pump tank, with 4" PVC house drain, kkSC.0.T.G. , and 2" PVC pump :== discharge pipe, work in progress, looking south. 4 _ d �R��i�,c.• ,c Y:;fii,µ ` fit.' View of 2" PVC pump discharge pipe (#36) , work in progress, looking south to tank. 'if"i�y.• f.. `%STtg'j,5 f�^iA:'C•; �.'s'`"R{.:a^•`,�G._..—...s_,;^�:��,-1<.., d •..�-•.ice 1•.,. ; a •'j"x View of 2" PVC pump discharge • '` ' " `'` �;,'� pipe from existing pump (#35) , work in progress, looking south to tank. Irys ��C•7'� .�7+;�� pp pp L. 4L�•a o ' 'j, ti .�y'Siia Ue.V'l��l �'•. [L KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 r ' 35 Hanneford Road 36 Hanneford Road (T) Queensbury, NY FMSM ai .4-�.�..{. - �•a..stv0 _aa•> 61o;'p•.tay•, �'` ,."'%:�..''ti` -Y ly�•TJ.°"���1J'i.. .,� - `` ,ti • y;, .; ` View of existing 2" H.D.P.E. �8'. : ,.w-�,'•`. ' ` >?i, ;'t� <" , pump discharge pipe from existing pump (#35) , with transition to new 2" PVC, work s •I. in progress . "r ''VVr��`�� .:.i�k«-M...;1)t{. �fi!�•U�i ti`r`'r<L il,�''.1 View of septic tank inlet, with '''• <:m 4" PVC inlet baffle (map node ` 1) , 4" PVC house drain, and grade access cover installed. INS ir�,�`r•.��F-..L'fi— '' �`t y View of septic tank outlet, with 4" PVC outlet baffle, and 4" PVC OW", 5 outlet pipe. s •r ';ice, x, ,7.l f.• r e}<-.... Aa_''•- r:nrEi�".••':.1' - ''*.1.'::i;v'➢`rvx•�`K7 F'ay 9-U;1:AUG(d )%i•. -' KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 35 Hanneford Road .xy Yam,,. -, > . . -. 4^,. ,_-�" ' t:•_?.. - tL ;^ :>'g•`, �.<<µ; _' ` `Y 36 Hanneford Road (T) 4ueensbury, NY ~• -r•. 'mac.' '� •�' qr'._:• View of 2nd septic tank inlet, Ar with 4" PVC inlet baffle and 4" PVC inlet pipe installed. •.�;d-:-,ifs � =`:• _ . . . ,, -. -. �`,;:�,� r T. iu, .• lc+P�. rrk4�j,:r.�'':g, •-0 '�,_yy,.x•" ♦Vr•, -77 �e .I.Yf•� �ti.'w�j� ry r+'y�e View of 2nd septic tank outlet, with 4" PVC outlet baffle (map node 2) , 4" PVC outlet pipe, effluent cartridge filter (yellow r component) and grade access cover installed. See drawing note #15 for proper maintenance of this filter. View of pump tank inlet, with 4" PVC inlet baffle and 4" PVC inlet pipe installed. KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 t - 35 Hanneford Road 36 Hanneford Road E ..� (T) Queensbury, NY i• / 14 r ir>1 D 41 rr! n•� r .� •hF€!.n �t i'.;• View of septic tanks and pump tank (#36) , work in progress, r looking north. View of pump tank (#36) (map r node 3) with installed 1/2 hp "Goulds" effluent pump, 3 control floats, 1/4" weep hole t ��,.• �-- for drain back, 2" PVC SCH-40 discharge pipe and grade access ' cover installed. Drain back test - PASSED -.n View of aggregate stone bed, 1 1/2" PVC distribution laterals 32 feet length, with end caps during "squirt" test, looking east. Squirt test PASSED Liquid squirt height - 28 inches ��r, _ F .��y�L'�y.���ti'��=� �==�+'�_::;;•;:�,�.=_;_.,.,._-._� -.. Drain back test - PASSED �•`•Y •-µy .l1�p,�. w ti r.'.ti' .^'a...�`aj,„c•��` �a.`'.•Li'• ';:n`*7�- .-1 w'f" J` C 1W� ti�Y.,• v:�''',�'_.y�•E[�"�'r1U�r KEVIN L. HASTINGS, PE r r'i-a '"fe ti�YJ:�J-( -"�=fr'"��.t. ti.-..: �.�a�3- .; ti•-, �`r."r:-?y- a lam. � ^,.`•C " ... �+�L '9', t _ �_._ •,;�,,, �.s__ - �.-__._._- _ � 3 Jackson Avenue So. Glens Falls, NY 12803 j- 35 Hanneford Road f/ 36 Hanneford Road (T) Queensbury, NY f� J q Q R {j1 View of pump control panel (#36) , wall mounted on exterior of cabin. P -- � i . View of "Centri-Pro" NEX exterior NEMA 4X pump control and alarm panel (#36) , with alarm indication light, alarm horn, electrical power disconnect lie _ ,r' breakers, exterior wall mounted in close proximity to the pump ao �' tank (#36) Alarm test - PASSED Float activation tests - PASSED a _ Pump dose volume - 125 gallons Draw down - 5 inches 1 y ' 1 View of "Centri-Pro" NEX exterior 1 01, 'l.It = a�. NEMA 4X pump control and alarm .;fill 0� �9► �� e _.i N;, panel (#36) , with serial numbers i RIB. 3 sli i' and operational instructions provided by the equipment F�E ;ql Ili 1 1 'ta�Ijl� j„11 I�;# manufacturers . f 8 oMiaitEEE; 3'e'91Yllilt i KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 35 Hanneford Road 36 Hanneford Road (T) Queensbury, NY View of aggregate stone bed, 2" PVC manifold, 2" PVC inlet pipe %= under manifold) 1 1/2" PVC distribution laterals 32 feet MJ�"�--x=-"„s. :=r-.�--'`�:�_ J� - :.; �."::=;�-_::,=•-.'.;-.�• -.�.�. th len g with end caps, work in progress, looking north east. west� NOTE. North,;,•s.,::-„�,..,.,���:�;�::�..r-..�•;r.�,... .�:- ,..A,,r:.�-�:,� _�,r�_h�:r corner of ate a re t = gg g stone bed (map node 5) . y `~ View of aggregate stone bed, 2" .r �-- •i'�" ' ^ PVC manifold 2 PV C inlet pipe �q (under manifold) 1 1/2 PVC distribution laterals 32 feet 00 length, with end caps, work in 'r;s,��•7�••:.�;,.r; "�� •�,. ,�•� may;::.'•,,...._. >�, a` .;•,.='•�&:at•�.�a � a, s,k ter..-.,�3.�','�:.C. �`-". progress, looks g south west. n +•<, r�,�s•- `;>^� w�c'JYzi;--.'�,ZM v�_;:.-w�;"�r•-�O.v _...-ar,..,:'�s k.��y- -` NOTE: North•-,,�., east corn f aggregate stone bed (map node 4) . ;Jins'-- _ ''•r. �"4 zap -._ '�+"''?' ' '�:�_..._u r�_^.c.-:`.�;' ��,ir✓ra;�' �' ',�,`a�v'-�yam. +.'='w.v�+.y:.�`••'�.i� - • -Eel l_Y.'y` J�I.LCS ' 3yitli•i xr' 'Yi i"J::Y �`,1•''C} _ y,-•,,� ��G4::+WI.f�Sis_4::f�:.�e'.,�' ���^�i�-t�Sao:ieiR _ it;.:.ai=•sµ...y 1M; - x View of aggregate stone bed 2",;;;::�. .--�:. -•.���;�_-.... �.:. .>.. - `.� �• •, :'�, ..�,,,,;, �_:��. �. �A��,�µ _,�-� PVC manifold 2 PVC inlet pipe �b:• ;'7 '° " ;'= '��'�� ` `"'' "' '' ^ ``" under manifold 1 1 2" „r �:.� � ,:�;- ,� �;=,.`";��--���,�•":,= PVC ?:w a'yF,Z.�'�L .,�tf...�`;•—f5r" 'N--^L'•-. c.Ti:^cr.:rcy.�. r ' =� ,':�- �.� •i;'� .,y -$ ,���`. ``_' "'1 distribution laterals 32 feet .•. .. '=A length, ���.yc�-;�.,�:;-�-%�:_.-�.�•`',�. with end caps, work in progress, looking north west. „iy_ a "'�"r.�,' •��,,"^r,•s YX- - 'c�ti.'<sFc>Y a,`�s�_v"L•i d� Wk l�r�=^�.r:�;.ry r�-�T'- �% ;.�ih..r•;�.+ca; .•,x_ �3''��s ',�i ''y!!i��."" � s ^ a. +._/ v fir; i"u �'•���:� Zit: KEVIN L. HASTINGS PE "!:.rL3:�r-. _�is ... 3�i�`��/w.h�_.�,P��•^k'6'�; 1�_tom yeti,• ' 3 Jackson Avenue So. Glens Falls, NY 12803 35 Hanneford Road tea. , s ". sy 36 Hanneford Road .. . '01 (T) Queensbury, NY View of aggregate stone bed, 2" ! . ' d fie!►: ✓A-,ti `x ;_ PVC manifold, 2" PVC inlet pipe (under manifold) and 1 1/2" PVC y-�, t, distribution lateral, work in progress . 20, `. View of completed aggregate stone . . .: r bed, with soil barrier fabric a,.E ~its installed, prior to soil backfill & final grading, looking west. Ji sGi1S. li �- . J i =!'' ; ' , , : �•- _ View of completed work, looking west. `z r KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 -� 35 Hanneford Road 36 Hanneford Road (T) Queensbury, NY r� View of completed work, looking north. y ;< View of completed work, looking south L f tw� View of completed work, looking - _ east. KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 No rmcE TO OVVIN= d THIS SEWAGE DISPOSAL SYSTEM HAS BEEN CONSTRUCTED S APPROXIMATE LOCATION OF EXISTING 1,000 GALLON PRE-CAST CONCRETE SEPTIC TANK(835), WITH AN EFFLUENT FILTER IN THE SEPTIC TANK(MAP NODE 2), W/INTACT 4"P.V.C.OUTLET BAFFLE,4"P.V.C.INLET PIPE,4"P.V.C.OUTLET PIPE,GRADE ACCESS COVER YOU MUST CHECK THE FILTER ON A PERIODIC BASIS,AND PERFORM CLEANING AS REQUIRED FOR PROPER FUNCTION. SEE NOTE#35. { APPROXIMATE LOCATION OF EXISTING 350 GALLON PRE-CAST CONCRETE PUMP TANK 035), q w/1/2 H.P."GOULDS"WE0511H EFFLUENT PUMP,2 CONTROL FLOATS, "RHOMBUS"1151W PUMP CONTROL&ALARM PANEL,GRADE ACCESS COVER, ° 1/4"WEEP DRAIN,5"DRAW DOWN,DOSE=50 GALLONS EXISTING WELL CASING 3 #39 HANNEFORD ROAD I I I I 1 �52' f I I 2 BEDROOM [/ s MOUND ABSORPTION BED DISPOSAL FIELD y j O 10U' /\ _ 4 / 15'x 37AGGREGATE#2 STONE BED,TOTAL-555 S.F. MAIN HOUSE ;,A� � cv I -- = 2"PVC SCH40 DISTRIBUTION MANIFOLD ~ ( \ --__----— w/3 CAPPED LATERALS x 32,TOTAL=96',5'O.C. 55 PANEL\\ GARAGE I ti/ I 11/2"PVC — I I 38• 38'x SW(AVERAGE LEGTH)BASAL AREA,TOTAL=2,090 S.F. 115 I INSTALLED CAPACITY=330 GALLONS PER DAY _7� 37' \ / *T [' APPROXIMATE LOCATION OF J/ 3 EXISTING 2"H.D.P.E.PUMP I I I (#35)DISCHARGE PIPE i i •� 111 d 58' 2'P.V.C.SCH-40 PUMP DISCHARGE PIPE w/SOLVENT Le I` WELDED FITTINGS,PITCHED TO DRAIN BACK TO PUMP TANK j Ik y i ©PANEL®© N 1 2 1,000 GALLON"UTOPIA"HEAVY DUTY PRE-CAST CONCRETE PUMP TANK 036), EXISTING WELL CASING kk �I i n w/l/2 H.P.'GOULDS"WEOSIIH EFFLUENT PUMP,3 CONTROL FLOATS, b #35&036 HANNEFORD ROAD ! CESS COVER, #36 CO A pn P"CE1V C1INLEF BAFFLE 1/4'W-PRO"NEX PUMP EEP DRAIN,ALARM AW DOWN,DOSEPANEL,GRADE =125 GALLONS I G� I I d i ----J 1 BEDROOM 1 1,000 GALLON"UTOPIA"PRE-CAST CONCRETE SEPTIC TANK-IN-SERIES' CABIN A SECOND COMPARTMENT 036),w/4"P.V.C.INLET BAFFLE,4"P.V.C.OUTLET BAFFLE, $ OA = S.E.CORNER OF FRAMED DWELLING 036) --'-- 0�\ EFFLUENT CARTRIDGE FILTER(SEE NOTE#35),GRADE ACCESS COVER ®= N.E.CORNER OF FRAMED DWELLING 036) I E 1,000 GALLON"UTOPIA"PRE-CAST CONCRETE SEPTIC TANK 036), ©« N.W.CORNER OF FRAMED DWELLING(936) w/4"P.V.C.INLET BAFFLE,4"P.V.C.OUTLET BAFFLE,GRADE ACCESS COVER QD N.E.CORNER OF FRAMED DWELLING(435) OE = N.W.CORNER OF FRAMED GARAGE(#35) SEPTIC SYSTEM OPERATIONS & LIMITATIONS 1. lne heal ewgnm and Natalee ewtk dapo.d erlam.0 ewnWtlly Iv1 to Nncllm D-.y.1-1 od_u mdntmwu. d Uadevuola.wllc 6 tank maFlmmee mt call k tlmgN9 0l Ua lank me x.a bade Nlo Ue note and/«.e.ape or«fla.mlo U.praund adve. the IaMr.to palodictlly tlem..wtk lank c«nmmly realla M dogging bf of Ue.oa Nat.anwntl.U.abvarptivn bw<it by owa9o.ag ad61a n.l p 2 d by Ue.wlk font 'na rapbc.mwl hg .o.alwe.d by t..qn to«oga aba«fac.a..og.dwwd r«o irotvl.npl.1— tl.Nrnp t as ft 13EPORT��NOTE NODE ITEM A B C D E e.akne bNnq«nb ma«w.may b.md.d to u.d.ennga.+uwt u. aaa m u.cad.of«<.mwl DN.a.one u,.ertem raeetlyl by a • b<ene< praleeaana Gghe«. ln. ed and.IwaWre m anY tra.i9 apetl(cd«IY eatluen mliymlbn I«IUNra ewmawn« dd rwlocemmL 1 SEPTIC TANK 36 — INLET 15.9' 25.6' --- --- --- 2 x Na amp wnp.•at«wllm«bv<k.vM.w not tpb..hldpaa..«<mdw.al. al..nal b.a.am.d ala In..rt.m.a. _— .. tf Inks ant b.a.p.- _U_a ea . u..wm and maw acwmuatlm by u.n«n.a.n..«a wan.a. laps nest«. me 2nd SEPTIC TANK 36 — OUTLET 25.2' 16.6' --- --- — toot of bppa-pp nm.a m.wn x.pw Fan.hat b.rc<«d.d and malnmm.d a a .<«a book. m..wn<twk mat b.w :d• .wr u. DO NOT DRIVE OR PARK MOTOR VEHICLES pn r nw --- bottom el U..c�m lays a.�Un IM. G..of ln.mllwn al U.w 1 bo a«1...«In.lop of U.mdp.1.-0.Im nN..of Ih. pg9 3 PUMP TANK 36 34.6' 16.5' --- --- bat«n of ue tact ham.«tw. m.ranp-wl de«taco tlw opwy m my ahombn x mmN-aMtmml tank.me t.mY lank.n.«a ON THE DISPOSAL FIELD 9 ___ ___ ___ wmm wl ap lwk./didimrm.n a..pan a.my tank«amm«ma.u.tt m e.eammw.��t tmka testa b.pamp.d wl io 4 AGGREGATE STONE BED — N.E. 59.2' 68.2' s rnn` eptl<!mk i.ppmp.d.u.,ptio Imk w.t m../le.e,n tmk wD.l amn.<uon,ma efnamt 5 AGGREGATE STONE BED — N.W. 45.9' 48.0- aaroldge min mm ba krwe tm My mmfie«lee uat ba d.ie'd wd no imq«D<+l«t o danwee m9.t be,eplmee. asked«broken ono mp.t be repaFed«rcploaee. WARREN COUNTY TAX MAP A 240.6-1-14 6. My.testy emplaYaa to tlew ma e«Nce Ua vwDc lank ma arl«n.tact ba o pertnitlad.wtage hat«,.IU wlid.tmdnB.IU Ue Nei n 6 EX. SEPTIC TANK 35 — INLET --- --- --- 14.8' 46.1' r«k sort.Daptdm t al rntranmwtd eon tim efnce. septk t-b awle not be.oenee«mwleatee often berg wmpea wt. #240.6-1-25 i ). 6wtk i.z addlliwa enact not be med a Ue ewtk stem. Addeiw.are unnecaaaary f«Ua prW«wamtbn of nmsendd erlama me may 7 EX. PUMP TANK 35 --- --- --- 12.5' 39.T 8. D u. d,.. oat m u..wlk Iwk a b.eaah«gee mm th.ab.«pum n.le,r ,ftg m prnnat«.mop... j e. Do not mopes.of e.<ma nabenae grewe na fat k ue ewna.rlet. ABBOTT� RESIDENCE 3 9. pbww« epti.rank.ore 1 b.abandm.a;...hw p.bb<....,.pr.mn d to noose h—bld.o.l.e),th.lank.tog b.p.tp.e wt I'ANN60R0 and r.mled•tin op to pr.wnt NbIll aalwae. Yaxx w 9uaNswm ewxrc a r xp6x surz ar N6v Ygxd 10. Do not pmr«dimp cn.mka tl.marc(I o,a mmla)N!ha bloke«lopvl. Op NFIP �¢ 11. Do not dlbchorp.rest drat.,or alo..t«m W wnoll la coact m the abeawlion field arm. i br "'a O y 1 . k, REPLACEMENTNa vece p«kN trm. m b.dm m . Iim of lh. �udi W t, .nof m.ob« m a SEWAGE DISPOSAL SYSTEM Um agd. of ntl.pd rl.m b meaDRAWING NOTE: D2 m...a hd1ap t 11 I ed f«d.ntl •tem mlY tn Yu ON-SITE el'h.deaqalwpNof THE AS—BUILT DIMENSIONS SHOWN WERE DERIVED FROM ACTUAL MEASUREMENTS DURING P . ng AS-BUILT'PLAN f., me swop.m wd.gnmar.of m.deaw wvm.«i.f«ue xtmaee p.e my,me mr rNmp.or arc n.akote.ue.ea. CONSTRUCTION WITH ACCURACY SUITABLE FOR OWNER'S USE. THESE ARE NOT SURVEYED a m..maml<«meq.rm«.ndl b.m.a.a wa a.m.a a n.w..«y d«Nq.oaN mwwtmn ar u.•wnp rant a.rmw r««a of u.inter wn; eyay2: swr D.c wa aeearka.q ._« g la r.camrnwd.d.o Ig belt«mWt«U.ammnt or aaldb bw d b,Ua film cmbidg. rM DIMENSIONS. THE MAP IS NOT TO SCALE. KFVIA'r.. rrasrrxrs. P.F. sxtn 1 a 1 NOTE: THIS MAP SHOWS ALL KNOWN WELL SUPPLIES AND/OR POTABLE WATER SOURCES WITHIN 200 FEET OF THE PROPOSED SEWAGE DISPOSAL SYSTEM. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NEW INFORMATION REGARDING WELL SUPPLIES THAT WOULD BE PERTINENT TO THIS DESIGN. APPROXIMATE LOCATION OF EXISTING 1,000 GALLON SEPTIC TANK (PRIMARY COMPARTMENT), EFFLUENT PUMP (GOULDS WE05H), AND EFFLUENT PUMP TANK TO REMAIN IN SERVICE (SEE DESIGN NOTE #1 FOR REQUIRED INSPECTIONS) W'1Fc; 3 gait"., 5 ,, 216W I 282' LAKE GEORGE p ELEV. = 353.0' PLOT PLAN BCD Rptuwal:orm P,*Ao APPROXIMATE LOCATION OF EXISTING DISPOSAL FIELD TO BE REMOVED (SEE DESIGN NOTE #2) "CAUTION" OVERHEAD UTILITY WIRES I I EXISTING I I � WELL SUPPLY I I I I w I 1 f ddx e u C:. Ila r rz 5` 10' MIN 'O ;d 4t. 50' ^— MOUND (FILL) SYSTEM 15'x37' ABSORPTION BED 30'x55' (AVERAGE LENGTH) BASAL AREA °D TOP OF FIELD ELEVATION = 373.50 o � � 60' 10' MIN om... APi i t0fa,U t L TP-1 1 i�_ 1,000 GALLON EFFLUENT PUMP TANK, II ALARM & PUMP CONTROL PANEL 310 I / 4" �60 1,000 GALLON 2ND SEPTIC TANK IN —SERIES PVC / (COMBINED SECOND COMPARTMENT) w/ EXTENSION PT-2 OF EXISTING 2" PVC PUMP DISCHARGE PIPE LOT AREA 0.24 AC. +/- p, 1,000 GALLON SEPTIC TANK (PRIMARY COMPARTMENT) 100' MIN _ Napa AU0 U I' Ll..e±t�� I I ; 3 I 00, N.W.I. WETLAND �� 5 BUILT /, .0 R4SBC A BASE MAP REFERENCE: THE BASE MAP WAS OBTAINED FROM A "MAP OF A SURVEY MADE FOR REED J. & FLORENCE H. ABBOTT", AS PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, MATTHEW STEVES, LS #50135, 169 HAVILAND ROAD, QUEENSBURY, NEW SCALE: I' = 20' YORK 12804, DATED DECEMBER 20, 2021, PROJECT NUMBER 21-223, INCLUDING BOUNDARY LINES, TOPOGRAPHIC CONTOUR MAPPING, AND PHYSICAL SITE INVENTORY. SEE SURVEYOR'S MAP FOR COMPLETE MAPPING OF THIS PROPERTY. rwlF.%..vl7 ME.AtS%A.SN%F.Wor� 11Ar9- 8 tlILT"