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2007-454 TOVN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20070454 Date Issued: Thursday, September 30, 2010 This is to certify that work requested to be done as shown by Permit Number P20070454 has been completed. Tax Map Number. 523400-290-005-0001-036-000-0000 Location: 148 SUNNYSIDE RD. NORTH Owner: DEBORAH HENDERSON Applicant: DEBORAH HENDERSON This structure maybe occupied as a: Septic Alteration Residential By Order of Town Bowl TOWN OF QUEENSBURY 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 12804-5902 (518)761-8201 Community Development Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070454 Application Number. A20070454 Tax Map No: 523400-290-005-0001-036-000-0000 Permission is hereby granted to: DEBORAH HENDERSON For property located at: 148 SUNNYSIDE RD. NORTH 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. T e of Construction Value Owner Address: DEBORAH HENDERSON WILLIAM UNDERHILL&ARLENE Septic Alteration Residential 1362 CAMERO Dr Total value LADY LAKE, FL 32159-0029 Contractor or Builder's Name/Address Electrical Inspection Agency STONE INSTALLATIONS 4305 ROUTE 50 SARATOGA SPRINGS,NY 12866-0000 Plans &Specifications 2007-454 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,July 24,2008 (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 To eensbpfy, Ilesday,July 24, 2007 SIGNED BY /-/ for the Town of Queensbury. Director of Building de orcement I I F!I I I F I I//r// OFFICE USE ONLY 0 TAX MAP NO. PERMIT N0. . " PERMIT FEE^t=sL ' I f , / , 0 APPROVALS: ZONING TOWN CLERK 0, 0, x ,. :III/rrrlllrrF.Ilrrrl.!!__-------/I--II-rI-!/I- I-----I--------: ;r-- -r--II----------- APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: 14411,e AfIf C INSTALLER: VOlze00, t�• ~ I t E✓N k ale, ADDRESS: © m 1� Cl �`` 74, e. ADDRESS: �^ PHONE NOS. �J�U 528 PHONE NOS. 13,247-6-7 b / / LOCATION OF INSTALLATION: () ................................................................................................'............`................................................................................. .............................................................................{ RESIDENCE INFORMATION. { { NO. , YEAR BUILT X COMPUTATION= _ : TOTAL DAILY FLOW ! BEDROOMS I...........a............................................ ... . . GARBAGE GRIN4Fr I 1980 or older 1 X 150 gallon per bedroom _ '':. 2 b INSTALLED? 3.•...•...............••.•....•.................i..................... •........•...........I........•..a•...................•.................•......••.......•.......•..........4..•........I........•.........••!............•.....................•.•.............{ 1 1981 -1991 1 X 1 130 gallon per bedroom = I V SPA OR HOT TUB s....................._.........................f..............................................3..........a.................................................................._..... .,,....... .............................................................. ........ INSTALLED? j�f7 I 1992 resent { , X 110 gallon per bedroom . _ ; LLE i..................«•..p.....................f...............................................i...........a......................... ..1................................ .......... ..........................1................................................................. .......i .. Iram^ PARCEL INFORMATION: � j�TT/0 ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH?�yft, BEDROCKAMPERVIOUS MATERIAL: AT WHAT DEPTH?n ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. 1 ✓ PERCOLATION TEST: RATE IS 1h (_ PG _ . PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PR ESSIONAL ENGINEER OR ARCHITECT) 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: 0 GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: l5 d FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED:# /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: I SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. is NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN 1 APPROVED ELECTRICAL WSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. { I............::....:..............................................:.............................................................................................................��,,,,,,...;, 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 QUESTIONS? CALL 761-8256 OR EMAIL agree to abide by these and all requirements of the Town of codesaaueensbumnet Queensbu Sanitary S age Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION y D www.aueensbury.net Signat a of Pero esponsible Date ,. .. Town of Queensbury a Community Development Office 742 Bay Road, Queensbury, NY 12804 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: — M G' le-- PERMIT PERMIT NO. —45 11 LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/ Well Water 14j) - 2zj Waterline separation distance ft. F Well separation distance ft. Other wells: ft. Well Casing Length 50' +/- Y N N/A 150'to well required if NO Absorption Field: Total length ft. Length of each trench ft. Depth of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade _Y_N [provide extension collar if Yes Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N ETU Maintenance Contract Y_ N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear st m n S tus: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\13uilding Codes Forms\Inspection Forms\Septic Inspection Repoi 2910.doc �_3 Lot41S`_&7 a " Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: Z7 Z2 m/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: �T�'`• �/�/►a �� N PERMIT N .. LOCATION: 5�©Fe- INSPECT ON: RECHECK: Comments and/or diagram Soil T Loam Clay Type of Water: Municipal el ate Waterline separation dista ft. �K�'-r✓v �, ,Q 1 Well separation distance Other wells: ft. Absorption Field: Total leng1tft. Length of each De of trenches Size of Stone _71 op 1�k� Seepage Pits: Number Size: rTx Stone Size: Piping ize Type Building to tank D� �J Tank to Distribution Box " �< Distribution Box t Id Pit �`` C� Qz* Opening Sealed: tV N Partial End Ca Ind Outlet Pipes&Baffles Y N Location Se rations Foundation to tank ft. Foundation to absorption ft. Separation Pits Co Conforms as r Plot Plan Engineer Report and As-Built Y Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Sta s• Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 &9/27/2010 14:10 5187928511 VAN DUSEN AND STEVES PAGE 04/04 NACIE ENGINEERING, P.C. 169 Haviland Road., Queensbury, NY 1.2804 Ph-one-518-745-4400 Fax -518-792-8511 September 23,201,0 Project#49216 FAXED—745-4437 Mr. Dave Hatin Town of Queensbury 742 Bay Road Queensbury,NY 12801 Re: Replacement Septic System Seeley Residence— 148 Sunnyside Rd North, Queensbury,NY Dear Dave: This letter is to inform you that we inspected the completed septic system for the Seeley Residence at 148 Sunnyside Road North in the Town.of Queensbury. The septic system as installed was for a 2 bedroom house and. consisted of the new 1,000 gallon septic tank, a new pump station, a new distribution box and 3 — 50 ft long absorption laterals constructed with stone and perforated pipe. The system conforms to the requirements of the approved design letter. Please call me if you have any questions. Sincerely, Thomas R. Center, PE COTTAGE ' 4� Iran rod `'�- w , Z �h found GA q.k t RAGE Iron r W. & L. Bishop four ,o m Bk. 1091 Pg, 304 _. o, h 45.6' •N 45' 2— • FRM N LAKE a COTTAG 9 � �, o LAKE _ on rod �g6 1 se W 0 o �� 96 DOCK 1 e N LA K E 4' --S SUNNYSIDE ' ' 08, 0- ORCH b Iron rod 4 �X� . set F140y �E ' ' 4 W. & L. Bishop Bk 1091 _ � i9 O'w`VI_ SEPT11•� K Pg. 304 �r W e Ci n b + NEW AN _ v -� NEW PUMP � r o � o K cIn x PArlo `,� STATION 00� WELL �c, a I ACK Iron rod 0.106 + — 4Ile set / 8' k !♦- / � C Iron rod fou d-1. ♦ /2' west of I on rod set ° F " Iron pipe , `�.. ., An ,�•. t' / �' b �.' found N 82.0 �. �• �. from rod / o s sit' set 0 2 08►• _ , . SHED �, 741 io 02 0 'E' `15` C. Wolfe # 0.00 5 Mo Pole �• NEW 1 — 1/4" � fr_ Bk. 1070 Pg. 323 FOR MAIN —STY. DISTRIBUTION va t' COTTAGE s.'" BOX Iron vj1-/ x _ set g` Z 0% ♦ ,,,.+" Cm s PROPERTY SUPPLIED ,n¶ 0% ' BY LAKE WATER Z , OPEN w_ • WELL / 4 SETBACK %tslleach pit or cessp 0►- ,r Lip C� rg free / /(typical) tY a )ne r_ •. . pical o r too F �." WOODp a 4 fi a.'j� + r. t r.� +Sy S r. , t1l Ia! t l emb S. "e a of Iron r set . ,p:. - s - s � LAJ 1 , 3 b -41 �11,1"1, Iron pipe t�1 3''s found II M 1:Ii�1 I I�I I ��,"1.I 41 iI1,i II-0,�,I1.II',.-'1I:q,�,�I IIWI I'lI�1I"�,:I II-;Ip,7I.i,;:.11 I"��.4;,,,�A.i._��4�1-.01�..�,:_,�Z"l 11�".ii`,4,I"r,".I�"�I�,-I_.�.,""�,,......-,�,_;I,"1.,�,"-�..I;_:.f�-.`II�1I,_I�..IlF T,'-L,4-_i 1.......--,i**.I;7i,,;,I,_,1t-ft,',;-'+'1,1..,I�"�I;L4I-i&,-II1._'e� 1I:N19V!;CC0.: `{ 3 AI 1.�. •, ,.. _ .: EX. SEPTIC TANK ® ,,I have seen or observed, or believe I saw evidenc, :.-i..',i`"':-,.7,1,/:-.�_�J,1 I1_��'I"4 1 l,I-.:..�It%-ig,i,�,�-',1 e W....5,�I�-.,--ri�1 i wi�i�IL.I.Ilr._-�i11l I11 I %-�_�",I-�i�,1_�-_i__I*,.� I Iw,�;�.I i 4� I. .Jl 1,/, yl.�fI 1�*1N,� II I Ift.,m'sI J..j I g/�/ .�_/I, III-II �--. ._.11,_[/--�.<.�..� 1-,�.W i3O �&O a-D��I-8- 7�.:7- '--7 I/_/I/-",0W//,///.-_L/� 0L 1/_�_-:4-.//I 1k,� /-I---c /,_1�/1�" ^1///� /I/-_�/I 1I1// /I IO-?-P--P R. -4 =5 A T-4E- III\I.I �z0AAr.�P"m�!" 45 qI II . o wells,trees, fences, etc., _ r ,'. N 3� - & SEEPAGE PIT TO BE all objects such as houses, >- x ' DECOMMISSIONED ® shown o is docu ent. I also represent that 1 have o � ii :F or on e ' " rsona easu ed nc s set f th o 4. I dista a th d•a pe ,o ' m �� , `' v ••�,.,,' 1-STY. DA . u • TE Xy T ' �'> i W " 't, w Iron rod "`.►"". GARAGE COTTAGE / I , �.V. '' ` t 1 }� Z s r.�, found +- / 4 . $ L ., �� Iron r n / N j` F *�. .;�! ;;V oC W. A L. Bishop fo / PQQ (ir }' 'S , ,o ,moo Bk. 104951 Pg. 304 y o o, �, / co Q 2-STY. q 5 6' FROM (, o COTTAG 9 4, o / ' ~ w �# � . , t- FRM N E a. 1gIs a ° / / 1> o O : p £� � +, t' f se n 6 i Z`=' LAKE = g1 / C) rod " ` LAKE 4' s g2.42,0 „ E .,,'-I:--,�Ii-.,":i-,_�i�1,,.I�:-�-�1,1-I.,70'.�1�"i."-'f;�,,C�l3,,I,�#�r,7;,-" / / o �' 8 �8. 0� ORCH o, Iron rod 2 / / ' . LS U NON YS I D E �, a 2 set W. do L. Bishop a -. $+, "« M � 0lrl �,AKE ' , NEW 1,000 Bk. 1091 Pg. 304 .: S TIC ANK . k-' .wo' ' 4 r , --- - 1 .., ,:r FRM - o NEW PUMP ,, ,- DDCK =r' ° o° ;' " STATION OOi �° I fi N �� i ` c WELL In �0' Ir ro I ACK : " ' PA710 a SOILS DATA ? Y co set d I ',"` Z `= _ I / I 1-STY. 0.106 + - + HOUSE a ,r � * „ ti g. 1� Iron rod fou d� j �� TEST PIT - v ,�. �' 3 0 2' west of 1 on , %o 4. " 3 °: _ "ft -1 rod set '� I / s b `'o ��! g� s ,{ . r '�"' , ��' �` i °J'SHED d r s .. 0-8" TOPSOIL g Iron pipe N ,`„ An �- ♦ Iron rod '/�•� - ''° E +��`� GAMY MEDIUM COARSE SAND found 8 02'08 W 105,�•••, ' , �.. ti ♦`t 7 ,� 82, ..., , 'r 8-51 L 1 e �, 'A ' _ 2 „E . -� / s o 1 1 w O a4 0 51-70 COARSE SAND a }" ' # r t o f NI-Mo Pole _ ♦ NEW 1 - 1/4" y, h . , C. wolfs a #s \ FOR MAIN DISTRIBUTION \ 100' WELL I Bk. 1070 Pg. 323 ♦ ' on NO MOTTLING OR GROUNDWATER OBSERVED II .�s: � V+ _ 1-sTY. �o BOX \�� SETBACK l f _ x,r 1f r COTTAGE ' ♦ set \ M r "" , rn_ �'��/ / PERCOLATION RATE - 1" IN 1 MINUTES, 05 SECONDS - j ♦ / ,iI . ' i , �.p;'�` W �"� I l �' \ t� �s A ,r PROPERTY SUPPLIED p a%' OPEN I \� TEST PlT BY NICE ENGINEERING - 5/16/07 l� 1� T , BY LAKE WATER 2 1 . WELL // AREA - -I . O �.� cam_ r © _ SETBACK / * \ a v i � ' PQ on w W 1$ : o i s a € a, , 's" Q �' o a/ -o o papd�.r t, t;> leach pit �_ 'ai Q ap d x .� ' f '`, ;� �,.,. 2 a e Pine tree } :{: a c+>,pl�al) 0 3 SEPTIC SYSTEM DESIGN H ,; 1 /1�l1 '{r y Y, �i, ''t/ b / , r W m ,yd W [[ ., rl"'�"�mow.., r = i '0► _ _. W " " DESIGN FL ` - . r• rt BRu _ OW 2 BEDROOM HOUSE `,,,,, „-,a: 0 ",�*; k,... .. . -t , , . . : - 3 - 50 L!~ _� - 2 BEDROOMS ® 150 GAL. DAY BDRM = 300 GPD W '' - LATERALS" / / ,f �' � �. ,_ 0.3 .ABSOi�Ti - .' ^-Lux, :. <_. �. *11 w 41 A ON r., #. k: r p P W ---- _ , z w SEPTIC TANK U 1000 GAL..TANK-FOR:,BOTH S y. _ __ y..• _-.�, , _,...... . �. . _° _ 'r` ' ` `� _ - LACEMENT ABSORPTION FIELD - STANDARD ABSORPTION SYI,. PROPOSED 0= III i _ t s. _„ - + '' REP a V" ', Y ,,.x" " ,... : .�F. A.'. ."�., _ x-�" .'.t _ •.:�s �"` r-. $,1r,:0 •� 'y� 4.i-:' _ p„jam - .*�,.,: , J _ '`. _ d ._ - .' i �1 �' f`' W 1S'0, I AT NYS OH APPLICATION RATE 12 LF OF ABSORPTION TRENCH REQUIRED ' ' ' , , x. ;: l L `� - ..._ �. ^. - - - - '�► I .. . USE 3 50 LF LONG ALS 150 LF. TOTAL 20 % GREATER THAN REQUIRE'y LA :R .: _� { -� - J +� y ;, t Iron r �y _ �. � : r, - ' - t set t I RECOMMEND ALL ACCESS NN '`1 � u , F. do B. Dunn do CLEANOUT OPENINGS CONCRETE OR STONE F�+-�1 BE RAISED TO 6 BELOW X Bk. 419 Pg. 553 FINISH GRADE FINISH GRADE. MARKER ABOVE ALL W C #'.f 1 -.1�. k ar' 3.,tr. ..y - N' ;r.� mo.! *a 5. .�_'- c / . fr. BURRIED COVERS - � _ . , , .sue, vacant RECOMMENDED. 1 a r 1 s CQ l' df T. I; TO PUMP 12 MIN. COVER OVER r~ INLET BAFFLE .�1 { . y h. STATION �� .� d4_, ,W, _ .� FROM PUMP ALL STRUCTURES w �� " ..ar s +I- STATION BY FtoRT MILLER ORX 04 1I.I"Z1"��,,r�I�9Ir-?"I;1 r p�,1F 11'-1��,g 11�11:�,'.iI i."�I!"-.-�.1",,��-`�-";,,�.11'4,,e-F;1,,�,�Oi 1�.I1'1�F1�,11-�!�t��I_",'�, .� ~ 11911. �f --N-- UID LEVEL EACH TRNC Scale• 1"=20' BAtNtIER MATIOtW, 3 EQUAL ,� l F� '� t2' IwAx ' _ _ _ - Ilr `- y /�� ' 1,,f ^; �% x ;{.''fiE'�rsn.l , ? .: t - ....L 1111- �.. I I=I I I I Ml y,-E O O H- " LLL �Y , ACCE AT ` - - /4 PER T ;« MIN F00 _a SS H CH ., r ,,y-. : _ t. 2' MIN. / FOOT T 6, MIN. 0 A , '' I - -� 8` PER a ° °,� '��,IA,_''�4,,-5," « ; f ALL OUTLET INVERTS s< ' � -. •` oo TO BE SET AT " :�. t GRAD , , ELFCI`i�ICAL 1,000 GALLON SEPTIC TANK ° PEA EXACTLY THE SAME qaj Y� 4' PERFORATED PVC UTERN, I BY FORT MILLERQOARL INLET do OUTLET GRAVEL (uSEA SPEED LEVELERS a I JUNCTION BOX « � I �`:: . '''�:. ;;�' . .. PX pISTRIBN SON BOX SLOPE 1/16 t/32 PER FT. i BAFFLES ENCOURAGED __ 5 '' N fin} '(�� D OF ALL DIVIRBl1TOR PIPES MUST BE �' . y k5 �� o INSTALLATION OF DISPOSAL FIELDS , PLUGGED uNLEss TERCON CTED. y " , i � " ;� , � .yV.'BMERSIB g y / -(0 2. ALL LITERALS TO BE OF EQUAL LENGTH. I* 2 may, O .. r • - "N-. � - 0 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 4 PVC . x 1..��_`-�.i/I '�'' - T - 3�m MD SHALL BE IN ACCORDANCE WITH THE N.Y.S. W ,0 , **I � � ANDARD ABSOR TION TRENCH PROFILE • DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND MINIMUM 2x WIDTH IIIII ` ALARM ON .. c 1-�/2' FORCE MAIN �'T's �6TM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND w b __ iv ;: f:-•, `' "SCOPE TO DRAIN I CDRRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. Z C 1 '',w k` PUMP ON - B�K TO PUMP STAl10N MAXIMUM 4x WIDTH I .F , . WEEP HOLE 2 NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS T � max;' �.' ( 2-1/2~ PIPE IF -G' ,"0" 0`0* CF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. V C .:�" q'1f. -'P I?,t TIf�'.�1-�1 l •. A 3. _ PUMPS_o .•: : CHECK V y� i'., �.`- P11�APING INTO SEPTIC TANK)r"-,::: 15X MAXI fFTER EXCAVATION 2' WIDE TRENCH TO 1HE DEPTHS REQUIRED. ►�i Y x #- � N 1�:•' PROVIDE 3' SAND OR OO 0 00O /ND RAKED TODACHIEVE AN EVEN SUERFACE AND TO LOOSEN W = i az .1 „ " CROSS SLOPE .:,:'. :.," ON SL TES 91AEAREO SECTIONS OF TRENCH. CD 1 e OHERFlLL TO ALLOW �� Ti C .. .'+ Y: , PEA GRAVEL UNDER TANK `"'� E oPm SEP TANK a . .' : , , , . ,•' .' FOR SEl•IELMENT 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING CONCRETE 1T5' BE E,> � • • WISHED N.T.S. PAPER OR STRAW SHALL BE AS SHOWN AND CARE SHALL BE co w 4i-0" LD. PRECAST CONCRETE TROWEL FI IXERCISED TO AVOID INCLUSION OF FIN9 GRAINED SOILS AND ' MANHOLE WITH INTEGRAL BA M%C RFi) AT EFFLUENT PUMP I i OTHER WASTE MATERIAL IN THE STONE AND PIPE. #; " "' AND FLAT SLAB TOP. S TC (USE SEWAGE PUMP . 3- 11k 1"1 5. TiE PIPE SHOULD BE LAID AT THE GRADES AND TO THE -k,,. Y ` _ .I'- ASMaNUFACIURED BY FORT MILLER � WEIGHT IF PUMPING INTO ' ° EARTH SEPTIC TANKS !£LATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT z ! -,�,,; N* OR EQUIVALENT r 10- UNTREATED BUILDING PAPER. OONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS I;'` , I , ikSEPTIC TANK) ' FILL OR GEOTEXTILE, CR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE AD'. (NO LADDER RUNGS) _ m 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 17H'THE HOLES DOWN IN ALL CASES. I r, °�" " ` If Y MIN. 6. AL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL I n 4' PERFORATED STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE , :;, z .. r*,0., 2 LATERAL AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. ,:,.. �` `�' /� it COMPACT SAND OR MD TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY ' ' ' _. SEWAGE PUMP S 1 A�V N I 2 ALL STRUCTURES TO BE PLACED ON FIRM, FROM THE DISPOSAL FIELD. Dater MAY, 2007 �, , � x.� II.. - . I o GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 7. FEMOVE LEAVES, ROOTS. PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR Scales AS N!]TED F 'I i ` `-• NOT TO SICAL.E ° 3/4` Ti01 1/2' ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS - -1i z q�g� yn,a� NECESSARY TO ACHIEVE A STABLE FOUNDATION. T, SPREADING FILL MATERIAL t . ' y ` #-B• 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY 8. m NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD ARE . # I� PUMP'TO BE EFFLUENT PUMP .RATED AT A MINIMUM OF 20 GPM , r , . ,- ., , CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 9. CE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE A", -, ` MODEL WE031. OR EQUAIHFJtD: PUMP TO BE 1/2 HP GOULDS ► ARTMI]VT OF HEALTH STANDARDS. x A, `: ' g s k7 +. MAXIMUM SEASONAL HIGH _ 4921 ,' PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. y ' AUDIBLE AND-;VISIBLE ALARM TO BE.ACTIVATED BY ALARM FLOAT I GROUNDWATER ELE11AlI0N rµ a T l !U�' I i�i 1 > T 10F 1 I ` % FUMPCYCLE vt>t.UME 78 GALLONS ( aoac of ABSORPTION FIELD vOLUME'+ loox FORCE MAIN VL) STANDARD ABSORPTION TRENCH SECTION f fi � ke, -I,-.,_( ,=- '' ' s :) ` IIEtI1ii 4: 1 BUILLam°1 ' 1+ Ear �- i) P/___I0- 104- r _- _._ e. . !, �,�/1w i7 P T E. �/ b i s d� ,z - " { ,f. t I .., �{ �. * '-vi S - - ,.1.1 - `.