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2002-603 TOWN OF QUEENSBURY Fo,ro742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20020603 Date Issued: Tuesday, October 29, 2002 This is to certify that work requested to be done as shown by Permit Number P20020603 has been completed. Tax Map Number: 523400-240-006-0001-027-000-0000 Location: 5 HANNEFORD Rd Owner: JOSEPH & JILL BARONE Applicant: JOSEPH & JILL BARONE This structure may be occupied as a: By Order of Town Board Septic Alteration Residential TOWN OF QUEENSBURY Director of Building& de En cement 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020603 Application Number. A20020603 Tax Map No: 523400-240-006-0001-027-000-0000 Permission is hereby granted to: For property located at: 5 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: JOSEPH &JILL BARONS Septic Alteration Residential 5 HANNEFORD Rd Total Value QUEENSBURY, NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications BP 2002-603 Septic Alteration as per plot plan and specifications $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,July 18, 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 o nsbury; Thursday,July 18,2002 SIGNED BY / for the Town of Queensbury. Director of Building&Co 7' . .ti ement Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 p 1. OWNER INFORMATION: _ _ _ RFOF 1\ ED K 4 � Office U U Location of installation: -��y' f�( I� P � � '` ���i� . C�,� * /` 7 File Permit No. ,sue;, Tax Map No. J , q „ - /J Fee Paid a 's Name: -0 2.s�j.�l: of ,/j g a i'a h _- Address{emuvl..a e 6)tkeerasQc,kv- ,--' 2. INSTALLER'S NAME : a ems.A..c- a- PHONE NO. 7/ 2J(� '-g(- 3. RESIDENCE INFORMATION: (circle year of dwel1ng, indicate#bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No.of Bedrooms x Computation = Total Daily Flow 1980 or r x 150 gal/bdrm = —1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes_ / no Spa or Whirlpool Installed yes_ / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) �To o,graphy Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply C r�q � at what depth at w t depth municipal Rolling loam feet feet 4:191► Steep slope clay ifwell;water supply _%slope other from any septic-system depth: absorption is/cry is/cry 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: 1/z -z gallon(min. size 1,000 gal.) Tile Field: each trench ft. Total System Length: ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: i6 x 2 Alternative System: length and/or size Sew t Gt xi.. 6 Lf 6. HOLDING TANK SYSTEM: (if required) P/ ) f YYt o Pr/G o vitc- 7 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. Signa response le person Date Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: CQ ' �l 4 *r File Pe +•'t No. Tax Map No. Fee '/id Owner's Name: �Q �� �v n --e Address: .-/1 1A-1A a -4 r 2. INSTALLER'S NAME :a e P Se.00 r PHONE NO. 7' 3. RESIDENCE INFORMATION: (circle year of/dwelling, indicate#bedroom(s) and multiply E IVEp bedrooms with applicable gallons per bedroom to equal total daily flow) OCT 2 3 2002 Year of House: No. of Bedrooms x Computation = Total Daily FlowrOWN OF BUILDING SEEN OBE Y 1980 or of e x 150 gal/bdrm = AND 1980- 1991 x 130 gal/bdrm = 1991 -present x 110 gal/bdrm = Garbage Grinder Installed yes_ /dg2 Spa or Hot Tub Installed yes_ I® 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply at what depth at what depth municipal oiling loam feet feet ell Steep slope clay if well; water supply _%slope other from any septic-system 1 depth: absorption is .(-1 d 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: /a— gallon (min. size 1,000 gal) Tile Field: each trench ft. Total System Length: 020 X /v f Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: A/T1 ) length and/or size k l 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. E .ebej - 3 -v Si atur of responsible person Date 'Posit of (Zizeoits nit y . nM1 i', $t %rrlt :Intl $c%iipe I)ist)tWal (1in11)i0. . Appitlitli X C. ' • A 11.H()It•1''d'I(}fit FI EI Ji) sI;l'A RATION RIPA/1.I i Rini 1',N'I'S . \,_1' rtk5to4 1 1--- - ----r— --,:"7. . — .....,\.. FoN5),. ../:7\- •nOrtIT cA51,frx -'------71/2,..... ., ..- . ILOu sE G At ,t�J" ii►:�t�li� G . w 6 C---) - 1 / (......,„ la ' 7 ..,..--- - t•pav, _..... 1 � '''..•• �• � �„ittpalitrt 1 t 1 / ��' � . IAtYrr 4krtNc., - \............ _ter / 7. SIGNATURE &INFORMATION FOR FON I.1;sL::rnx•o%iri u'•'°"•.- •.,..", TOWN OF QUEENSBURY BUILDING & _CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518)761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name RA RCS Location y CAO i -p QD PD Date --1—eZ _ Pe rm i t #2,0 L_j3 SOIL TYPE: Sand-Loam-Clay- Results of Percola ion Test- (if applicable) Ra e-Minute/Inch TYPE QF SYSTEM: ABSOR'' ION FIELD: otal Length Length of each tre ch Depth o trenches Size of .tone SEEPAGE ' TS: N ber- Size - 't. x ft. Stone size PIPING: Size ype Bldg. to T. k Tank t. Pis . Box Dist. :ox t. Field/Pit Open ngs Sea ed? Yes No Partial LOCAT ON/SEPA' 'TIONS: Foundation to ank feet Foundation to A►sorption feet Separation of Pi s -et Conforms as per Plot Plan o LOCATION OF SYSTEM ON PROPE' . (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: SYSTEM USE APPROVED: Arrived: Dep. ` ed 411/ 4 ir A JI4 I ':uilding nsp- for COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. N c 7930 1 Cut-in Card No.740 63 66-ER Ait-r Owner ,All9W it) r)/Z-100 12 1), Location Installation Consisting of S ez.0 672' f4.444 e_41 A-,7/20 e-s. frto /e, 3 ecteuve-12. Installed By Lie.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 • sp ctions at any time, and if its rules are violated,the Company shall have the right to ev ke this rti ate. Date 43 INSPECTOR Member N.F.P.A.,I.A.E.I. TOWN OF QUEENSB 'Y BUILDING bCODE ENFiRCEMENT 742 Bay R;ad Queensbury 12804 (518) .1-8256 SEPTIC DISPO SYSTEM INSPECTION Name � ' VA-PI E_ Location 5- l-\iaNg ©Ps) QtFlc) Date 1 -- Z4- .._Perini t # 7t7C2...-603 SOIL TYPE: ,Sand oa C1`ay- Results of Perco a ion Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length 1-•lo� Length of each trench 7_01 Depth of trenches I '-c' Size of stone � JC SIN',V(EL 3) SEEPAGE PITS: Number- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tank t,Q, ..65c,1 4" Tank to B+st. Box -� Dist. Box to Field/Pit " 9 )c 1 b Q pT Openings Sealed? 4gal. 'o Partial LOCATION/SEPARATION : Foundation to Tank ��, feet Foundation to Absorption L-jr -tfeet Separation of Pits feet Conforms as per Plot Plan ' Yes( j LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left SidPJ Right Side Middle Front - fiddle Rear COMMENTS: 0 AFC) P.5- C- �1 vk• C, wMQb oo6: \ \\ -'-- c SYSTEM USE APPROVE, YES NO Arriv• • : 1 '• r•,� De• ,rted- ire Building p•ctor / f o z LANDS OF LANDS OF LEGEND I LYNN MONUMENT FOUND - o rn 623/95, 654/925 R. KENiSTON SWEET ICON PIPE FOUND — RON PIN SET — • PIPE � VICKI L. SWEET ANGLE POINT — O l FOUND I N .0 :: WAR2EN COUNTY: L.1031 P.288 T12EE — 5�59'78„E : DC: ' WASHING I ON COUNTY: L.815 P.187 6.9' WELL — SI-ED -{ : 88. OVERHEAD UTILITIES -`�-- - "-'� 67 STONE WALL - `�/ N — x x x ]{ { W E FENCE CHAIN yLINK FENCE — 0 - 0 - 0 �v r� ci :' D Z : i� PROPOSED �+ v IRCP O 'r A CONCRETE ADDITION cx IRvN PINS :` .• PIPE �( MON. FOUND N EXISTING SET �;.r. , • �. FOUND M ON PORCH 1`77 ( -12" CMP ,V/� ^, 10,7' ` INLET `" \: :Q"::•''i ' (� 23.3' ,I .�o N6 PIPE •� w 0 A 7 08 Lf '4 �:.`' .:FOUND �•/� � PROPOSED � ' DECK 9?.6j, N52'Sp,05„E �:�J .`'; �. "•, ��—t� t6.8' EXISTING r� CAPPED NO I ES' �. �y�j q��5=//Ny €'� 2"�S/Q f` SON PIN 64.57 // !. rT REFERENCE DEED c ° :Q SE rg �C JOSEP'-4 C. BARONE AND JILL K. BAROW- AND 21CHARC A. MCLEOv \ ACK �' `:• . '" � ' „ _ AND DOROTHY R.MCLEOD TO JOSEPH C.BA20N= AND JIL 0 L K.BARON=, 0 12" CM° �� M: _ DATED FEBRUARY 7, 2001 AND FILED IN THE WARREN COUNTY CLERKS m OUTLE � �� = OFFICE IN LIBER t205 OF DEEDS AT PAGE 33. 2. WARREN COUNTY TAX MAR I.D.NO. 20-I-22. ' : : : :: LL rNG: . SUBJECT TO ANY 21GHTS-OF-WA Y AND/OR EAS=MENTS OF RECO2D. P+Y I G W 4.EXCEPTING AND RGSEPVING THE RIGHTS OF THE PUBLIC IN AND TO ANY , .. LANDS LYING WITHIN THE BOUNDS OF HANNEFORD ROAD. C f� 1 O +r• BOUNDS O. NEW YORK STATE ROUTE 9L SHOWN AS THY APPEAR ON 0 S MAP NO. 87 FOR THE FORT GEORGE-BRAYTON COUNTY HIGHWAY, z } DATED 1930 AND FILED IN THE WARREN COMITY CLERK'S OFFICE. Q'' k 6. MAP 2EFERENCE''SURVEY MAP AND SUBDIVISION OF LANDS OF JANE y \ �L CRANNELL'PREPARED BY SANTO ASSOCIATES P.C., DATED DECEMBER cV +D a�TC cy# r 16, 1996 AND RECORDED IN TF-E WARREN COUNT Y CLERK'S OFFICE IN O •: I +x O• ti ti l �- J �' PLAT CABINET B,SLIDE 85, : C • "_j •' m z _ ! \ ( �C z ZONING DISTRICT: rn ^V l WR-1(WATERFRONT-RESIDENTIAL ON ACRE: I•; • ; • : • ro CKS: I SIDE S� LANDS N/F Or SETBA / / CNULZ n .v F20h: 30' S 6 C•2 3 REAR/SIDE-25• SHORE•5:> J J \ A / s ,-.�-� 43.96' 7 _C UUJJ 4591�53 L ` i r� n NOTE PROPERTY LINE ALONG ROUTE 9L HAS B^EN ASSUMED TO BE / 3" 75p 52. FRONT WITH REGAR uI D TO SETBACK RE^ REMENTS. RECUIR=D SETBACK DISTANCES ALONG HANNEFC2J ROAD ARE UNCLEAR. LANDS Of PIPE � WILLIAMSON / 1 FOUND 2 8-13-02 JMM ACS PROPOSED 6071798, b091706 / / FOUND 1 8-07-02 JMM ACS PROPOSED ADDITION REVISED 0 SE J� 0 0-21-00 LLB ACS ORIGINAL SURVEY DATE REV. DATE BY CI—IK. DESCRIPTION Certifications indicoted hereon signify that this survey was prepared in accordance with the } �l' I existing Code of Practice of Land Surveys adopted by the N.Y. State Association of ! t� SURVEY.MAP OF LANDS OF orofessionc Lend Surveyors. Said certifications snaF run only to the title company, !! t! ��w,.. ��� �j� covemmento' agency, and !ending Institution listed nereor. and to the ossionees of the lending �r Q ']"�t J; 1 f i (`,JxJ J{� .� K BONE institution. Certifications are not transferable tc cda ionai institutions or subsequent owners. —(�` �"tlw A m1T'=� _ vl� ,wf •:' Y C. +.�`•++� Jnautnari_ee o'terotion or addition to o survey rncc ceoring licensed Ionc survevor's sea: is ENGINEERS • SURVEYORS LAND PLANNERS / viclotion Section 7205. Subdivisior� 2 of the N.I. State Eciucctior) Low. Only copies troy^ a the origina or this survey marked with on oriainol d the land surveyor's embossed sea. snoli 169; ROUTE 9 BOX 18 SUITE 226 t ` CHAUCER SQUARE • CLI17ON PARK, NY 120F5 !j I' t oe consieerec tc be valid copies. PHONE: (518) 383-8001 • FAX: (518 383-E026 ( ' , 1 a � TOWN OF: OUEEN59URY SCALE: i" = 40' I� j, li DRAWN BY: LLE In add`t,Cr, aniv copies from the originai O` tn:s E_; vey morkec with Or: 'ric:nc: thz- icnc 9 l I I1 1A d � , CHECKED BY: ACS COUNTY OF: WARREN DWG. NO.: 4034P ! surveyor's sioncture :r. RED snot' be considered ,c ne voi+o copies �:..' ..C.�,��zrcc�Assalace:�:. `hIKlahts es_^rver• 5 i - ':VISA!QI?ej puplIi2 lm 15 5 VIFrZG�'t'.0'/�7pilLi3f71E Laws ANOREW C sn;x�.:E41. :.s ,, ucenst Y.J. 048901h DATE: 06/21/00 i STATE OF: NEW PORK , REV.: 2 a C i T E S 1• Percolation testing was (lone by ArOann E. yontgomay'fr. PE on •l.uerd<iy.June 25, 2002 and was clue fast. Average perc rate was 2 %2 minutes per inch. Soil.wfrs sand with fines, 8 l few large storws and marry roots. A deep test hole was d and no ground water was evident at the top of the ledge rM* at aw x 4 ;a 1l. below grade. 2. Availabk leznc.hing area, 190&*ant the existing well, was ! eg suited for an 1sljen ln-Drakj pjssive wastewater & disposal system. The present residence has two (2) Iman)OM anti ant existing I,OtN) septic tank (plus an old dry-well). The new 1'sn i' le system will conform to standard drneosions and / - construction and will use 10 Eljeyn units (40 linear, if.) to dispose of the anticipated maxims of 300 gallons per day. i loading,. A #.l "D" I-ox will be used to convey eat 4 OM the•septic:tank to the Elicn units (4"pkW,,otid pipe tei "D box to Eljen urths--, " perf Fnte to -chrrge -the Ern �O units). 3. A 3 . bedroom (54 % :Wdioon) could be added We:r, if all i existing, water closets were changed`to 1.6 gaijw flush and lancets/shower he" WOe changed to U god-per min. 4• All swParg&.)n distances in Table-#2 of the New York StIft '� Deparlanedt of I-li�ilth Design Hwdboa- for Indivi tiai 61 :T, Residential Wastewater Tr 1 maintained. i e�ternt Systems �Ig9�6) must (� ; 5. The absorption field: must be at k4W 100 ft. from the we##.end the "D box should: be of pre-cast rehikreed concrete,as manufac turfxl 63'Fart: Ati tier eo f any or approved eqiial 6. ' (`he septic tank should be /, V pumped out at optimum time, # intervals to t)e suiv that no solids are carried over to e' ` ' - atisorptiun f're kl. II - fLa iv !/rV/I S 3 /171w, 71 �?f. NIN E WIL �oQR4F srokAl , AO ' a . 1 � ' b UON 19 a3741g r spatOwe - ♦,yam .drr _ ,' ya 'ar.s 11�X15"" -L .. _.,,. u t, a !Y 1, `wllr fee �T 0001 -- . z o1 i91'amw S"Q/L ee fz /� .a,. �✓ - Lp p_ r 1 -�- •� • . ly��r� � doss szorr-,O�o « i�� /ez �, / �t ✓ ' .° � /� �%�!.� S;"X (5ZZ • �, , . �� � �/ ✓/mil Z , /y) /01 /",0 ' _ sG s' t SG�� C W/10 o' J \ t i INLET -- r %�L OF J �i9/_ 1/� r / cxmE S-FIVE an WII,LIAM E. MONTG()M_ERY TR. PE pFESS1pN \ KNOCKOUTS N, Y "'/ /V •C �` S/ %c E.G� �/J/ITH CONSULTING ErGINEER/ MONTH/1HIp SITPOLY- � ETMIL EN€PIPE SEALS. — �Q� , �< / . ,.r '' "✓ /?°�'� +Sj .S�/rG'�i Ta1L z F�fil` 037419 ��`� /7 /mil i .0 / Q J Of rHE sj Distribution Box XSCAL _ :-- DRG DATE: /tJ-U, OF: r /. I sz;00400r/C 1INVY10 - C�} E 3. Percolation testing was done by Wgian I_, M wAgomery Jr. PE on 'I'MK6y,.lure 25, 2902 and was ctske fast. Average pert rate wim 2 `2 minutes:per inch. Soil wars surd with tines, a few large sttases and miany roots. A deep test was dug and no ground water was evident at the t of the h*e rare at apprQx 4 ;'z L b h w grade. Fr 2. Avail" iriching area, I 901LAorn the exiling wek,was bt suited for an Hlen In-Drain eve wastev.4kier & ftposal system. The: Meserrt residence has two (2) bv&oo= and an existing LOIN) septic tank (plus an old dry-well). The new L lien systern will coulbrm to stsndw-d dirnensiots and / constructi*n and will tue l© Eijen units (40 linear` ft.) to dispose of the anticipated ma cimum of 30e gallons per clay , loading;. A #,I "D" I Kox wilt be used to convey effluent fretirn three septic tank to tlx: Elk-n ups(4 Solid ,, • pipe fiVin tank to "D" hoc to Elien units--o" perf pipe to chrcrge the Eden units). �O 3. A 3rd. bedroom 50 a ( % addition) could he added lamer if' all cS` existing water closes,(; were clanged to 1.6 g�per gush and i faucets/shower heads,were c hai d to 3.0 gal per min. 4. All separation distrn}ces in TaW #2 of the New York Stele Department of Health Design Handtx)ok 1'or individual Residential Wastewater Tr ant Systems (1996) must be maintained. 2 '0 5. The absorption field must be at least 100 it. from the well and V the "D" box should be of pre-cast re biforced concrete',w r Inmfitetured by Fort Mfiller Company or approved equal. -„� 6. '11W septic tank should be pumped out at optimum time _ intervals to tx' sure that no solids are carried over to the absorption field. 4 TOWN OF TOWN OF�1�81�Y BUA.DIIG I�?tlRTIr1ENT � 6asedono�wednwralion, RY cm0ia to vM ou►conntertts shall BUILUNG$� not be cwdW d ea it Celnp to pis and moons are in full REVIEWED gY winpliance wb sre node. eE 3 /7//Y, ©ATE L "1 have seen or obser+ae all objects such , or ................believe 1 saw 1 (MOM shov,rl on this as houses, yells, trees evidence of, \ i�erso,ia,l , docu.�erat. 1 ?;� , re►�r_°es, etc., r SO re rt.as„reu t e distan present tl?,t 1 have es set + rth on the diagram.,, GNAT 'de01'04CA- D/F ✓✓/ATE DATA _ vFD, �vL t ro z esz©oz �S y WI LL'IA M 8. MONTGOMERY JR. PE D VVgVES31o11t�' C()N;�ULnN(i ENGINEER. 19 rs p ae � � o7r4i� ����io . SCAL Of 71DA`L . ' ` OF: /off So�•c �t.T�,�'�"",Cl�'cZ ri x_ 4C? , . _... '' 1AYlET . �1�`�91U�i9[ Ste/[ � - 12 0;7 17Z Goss4 C•� � x r { A f .ram .�/ 13" /=ZZELZ INLET KNOC OUTLET F VVE 4" W H LIA M E. M TCA)WERY fit. PE \ ' HIGM o PENSITY POLY- t����i Eps�� CONSULTIM ENGINEER: E7H'hfL,9NE PIPE SEALS. 1 Distribution BoxOF THE s�P�� 3t"AL S .#. DATE r � �4 ram'