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Home My WebLink AboutTank SpecsDalor 08/05/2013 Sh@t 1 of 1 )@n bv: EMB I S6le:mrro sdE lchsked by. DFH ffir,rrRAron INFILTRATOR SYSTEMS INC. 4 Busine$ Park Rd. Old Saybrook, CT 06475 (8OO\ 2214436 INFILTRATOR IM-1060 TANK 2-COMPARTMENT CONFIGU RATION LIFTING STMP (rYP.)B RtsER CONNECTION (TYP.) A'ACCESS PORT RIM 1.5 [38] A LID TANK TOP HALF CONTINUOUS ELASTOI\4ETRIC GASKET TANK INTERIOR TANK INTERIOR INLET/ OUTLET TEE ALIGNMENT DOWEL (34)TANK BOTTOM HALF SEAM CLIP (64) @ wrro-nelcHT sEAM SECTION DETAIL BAFFLE SLOT SECTION B. B'BAFFLE DETAIL FLEXIBLE RUBBER GASKET (TYP.) t1.5801 e*r'erudn LIFTING LUG (TYP.) q 4uo2l PVC OR ABS INLET TEE B' 1 27.o 13,2261 EXTERTOR LENGTH TOP VIEW @ plpe PENETRATToN SECTION DETAIL o 24.O 1610l ACCESS OPENING wTH LOCKTNG LtD (2) a 41021 PVC OR ABS OUTLET TEE TANK EXTERIOR 12t.9lt,zzal c4./ li,Juvl LENGTH HIEGHT END OUTLET SEAM CLIP (wP.) 10.21260l FREEBOARD 2]3 TOTAL VOL.1/3 TOTAL VOL. NOTES: SECTION A. A' .I. ALL DRAWING DIMENSIONS IN INCHES IMILLIMETERSI OR AS NOTED, 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH, FRENCH & SPANISH: "DANGER DO NOT ENTER: POISON GASES.' 3, TANK MARKINGS wlLL INCLUDE: MANUFACTURER NAME, MODEL NUMBER,LIQUID CAPACITY, DATE OF MANUFACTURE, MAXIMUM BURIAL DEPTH, INLET, AND OUTLET 4. MAXMUM BURIAL DEPTH lS 48 in [1,219 mml. 5. MINIMUM BURIAL DEPTH lS 6 in [152 mml. 6. MAXMUM VEHTCLE LOAD tS 4,500-tb I20-kM AXLE LOAD. 7. TANK IS FOR NON.TRAFFIC APPLICATIONS, 8. ATRSPACE tS 16.5%. 9. OUTLET TEE IS COMPATIBLE W|TH EFFLUENT FILTER. 10. INTERIOR LENGTH TO wlDTH RATIO lS 2.3:'l (118.8-INCH INTERIOR LENGTH, 51.7-INCH INTERIOR wlDTH = 2.3). 11. FREE VENT AREA BETWEEN TOP OF BAFFLE WALL AND BOTTOM OF TOP BAFFLE SLOT lS 39.7 in'. 12. BAFFLE WALL THICKNESS lS 0.31 in [8 mml. 7 S o [1,38s1 EXTERIOR HEIGHT LIFTING STRAP (rYP.) END VIEW ISOMETRIC VIEW SIDE INLET/ OUTLET (TYP.) 11,1 1 81 LIOUID BAFFLE SLOT BAFFLE *l 3.0 F6l 2[51]X2[51] FIBERGLASS SUPPORT rYP.) INLET 6.0 Lo t1 BEHIND BAFFLE SUPPORT 16.0 [406] BAFFLE TOP O"?,1 BAFFLE PORT BAFFLE SLOT 9D EST.2('tt VGISKIJIL. Cl]'EFIATIEINEI E OWTS (Onsite Wastewater Treatment System) lnspection Report Prepared For: Jeff Britt (Property Manager) and Geraldine Karetsky (owner) jdbcarbondale@gmail.com Address: 2028 CR 108, Carbondale CO 81"623 Garfield County Parcel: 246306200042 Date lnspected: July 18,2025 oBSERVATT O NS/RESU LTS: July 18, 2025: We were contacted by the property manager about a sewer backup. Upon arrival, the concrete septic tank lids were already dug up and the cast iron pipe on the outlet side of the tank was exposed. Because the concrete lid on the effluent side was seized on, we utilized a jackhammer to remove the effluent tank lid. Next, we utilized the hydro jetter to clear an obstruction in the section of cast-iron discharge line and got the tank to drain downstream to the soil treatment area (STA). Once the tank drained down, we removed a 3 foot section of deteriorated cast-iron pipe and replaced with Schedule 40 pipe and installed a cleanout in order to repair the area and continue our OWTS inspection. The concrete on effluent side of tank is rotted/deteriorated and we patched with hydraulic mortar as a temporaryrepair. Thetopofthetankontheeffluentsideisinpoorcondition,notstructurallysound (top of tank flexes) and is approximately 1-1-.5 inches thick' The effluent lid of the concrete tank is approximately 50% -75% deteriorated. We covered the effluent septic tank access hole with a new concrete lid. The existing 1-000 gallon concrete septic tank is located in the front yard on the east side of the residence. Garfield County records show final inspection of the originaltank and system components in April 1992 (see additional documents at end of report). The concrete tank is a single compartment style (no baffle) with risers and 2 concrete lids for access. Both concrete lids were originally installed below surface grade. We utilized video inspection equipment to locate and identify where the cast-iron pipe exits the residence, transitions to PVC and where the soil treatment area (STA) manifold begins. From Garfield County records in 1992, the STA is approximately 26 feet long x 24 feet wide and is comprised of perforated PVC pipe. HYDRAULIC IOAD TEST: Using a garden hose, we applied 450 gallons of water at a rate of L1 gallons per minute for 45 minutes down the outlet pipe on the discharge side of septic tank. We utilized video inspection equipment to confirm that water was dispersing properly through the perforated pipe in the STA. No backups into the septic tank occurred during the hydraulic load test. Repair of cast iron pipe existing the concrete septic tank with cleanout in order to continue OWTS inspection. Replaced the lid on the effluent side of septic tank. RECOMMENDATIONS: We propose a tank replacement comprising of a new 1060 gallon lnfiltrator, 2-compartment poly tank with new risers and lids to surface grade. The new septic tank should be pumped every 3 - 5 years depending on use and prior to transfer of title. Please see attached lnfiltrator specification sheet. An effluent bio filter will be installed on the outlet tee inside the new septic tank. This effluent bio filter should be inspected and cleaned depending on use (refer to manufacture recommendations, or more often if use patterns indicate). The existing concrete septic tank will be pumped and abandoned in place. The top and sides of tank will be crushed into the void and compacted soil will be used to fillthe void. ln addition, we propose installing an exterior cleanout within 5 feet of the residence. Approximate location of proposed new tank adjacent to old tank, exterior cleanout within 5 feet of residence and new sewer service line to the new tank. o lnstall an exterior cleanout 5 feet from residence. *rr i' -f f' ,'r '' "'t *i*+ .: t I t Approximate location of soil treatment area (26' Lx24'W) consisting of perforated PVC pipe. PROJECT PLAN: - Pump concrete septic tank. Excavate to break down the existing concrete tank. Drill holes in the bottom of tank and prep for abandonment (top and sides of tank will be crushed into the void and compacted soil will be used to fillthe void). Excavate in the adjacent area for the new tank. Use the excavated native materials to backfill and compact the void of the abandoned septic tank. Excavate and intercept line coming from the residence in order to set grade and dig depth for the new septic tank. lnstall approximately 20 feet of new sewer line and new exterior cleanout near the residence. Set new tank. Begin backfilling with screened rock to the inlet and outlet. Tie in new tank to the residence. Schedule inspections with Garfield County Environmental Health' After inspection, complete backfill and compaction and grading to surface area. Site cleanup. Send final installation photos and as-built to Garfield County Environmental Health. Based on what we were able to observe and our experience with onsitb wastewater technology, we submit this Onsite Wastewater Treatment System lnspection Report based on the present condition of the OWTS. Voskuil Operations has not been retained to warrant, guarantee, or certify the proper functioning of the entire system for any period of time in the future. Because of the numerous factors (usage, soil characteristics, previous failures, etc.) which may affect the proper operation of a wastewater treatment system, this report shall not be construed as a warranty by our company that the entire system will function properly for any particular buyer. q"*LM Thank you, Jorden Voskuil, CWP NAWT lnspector lD: 17085|TC Voskuil Operations, LLC PO Box 312 New Castle, CO 970-384-2487 jordenvoskuil @ rocketmail.com filqPublic'net'" Garfield County, CO AccountNumber R010156 ParcelNumber 246306200042 Acres 5 Land SqFt 0 TaxArea 010 Mill Levy 74A230 Date geated:9/2!/2Q25 Last Data Uploaded:9/79/2A25 tO:27:2Q PM Physical Address 2O28 108 COUNTY RD CARBONDALE 81623 OwnerAddress KARETSKY GERALDINE K 1660SILVER KING DRIVE ASPEN CO 81611 Overview Legend l_".l Parcels Roads Parcel/Account Numbers Owner Name i Lakes&Rivers - CountyBoundary Line TotalActualValue $0 Last2Sales Date Price 7/3/1992 $180,000 nla $ Develooed bvt?SCH N EI DER GEOSPATIAL 9121125, 1:24 PM Garfield County, CO Summary Account Parcel Property Address Legal Description Acres Land SqFt Tax Area MillLevy Subdivision qPublic - Garfield County, CO - Property Record Card: R01 0156 R010156 246306200042 2028 108 COUNry RD CARBONDALE,CO 81-623 Section: 6 Township: 8 Range: 88 TR lN N1/2 5.36 ACRES 5.36 0 10 74.4230 View Map Map Owner KARETSKY, GERALDINE K 1660 SILVER KING DRIVE ASPEN CO 81611 Land UnitType Square Feet Acres Buildings SINGLE FAM.RES.-LAND - 1112 (RESIDENTIAL PROPERTY) 0 5.36 Building # Units BuildingType Abstract Codes / (Property Typel Architectural Style Stories Frame Actual Year Built Gross LivingArea Total Heated SqFt Bedrooms Baths Heating Fuel HeatingType Air Condltloning RoofType Roof Cover 7 I SFR SINGLE FAM,RES-IMPROVEMTS-1212 (RESIDENTIAL PROPERTY) 1.5TORY ! WOODFMME 1982 2,O34 2,O34 a 2.5 GA5 FORCEDAIR NONE GABLE PREFAB MET https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1512550479&Keyvalue=R010156 114 9121125: 1:24 PM qPublic - Garfield County, CO - Property Record Card: R010156 Building # Units BuildingType Abstract Codes / (Property Type) Architectural Style Stories Frame Actual Year Built Gross LivingArea Total Heated SqFt Bedrooms Baths Heating Fuel HeatingType Air Conditioning RoofType Roof Cover Actual Values Tax Year 2 1 5FR SINGLE FAM.RES-IM PROVEMTS-1212 (RESIDENTIAL PROPERry) I 1/2 STRY WOOD FRAME 1983 1,644 7,644 2 GAS FORCEDAIR NONE GABLE COMP SHNGL 2025 2024 Actual Value Assessed Values $1,778,8s0.00 $1,s02,660.00 TaxYear 2025 2024 2023 2022 2027 Non School Assessed Value $111,180.00 n/a n/a n/a n/a School Assessed Value $725,4!O.0O n/a n/a n/a n/a Pre 2025 Assessed Value n/a $100,670.00 $100,670.00 $71,810.00 $73,870.00 .House Bill 248-1001 established a separate assessment rate for school district residential properties, effective for the 2025 tax year and beyond. Click here for Assessor FAQs Mill Levies Tax Year 2025 2024 2023 2022 2027 Non School District Levy 3r.277 n/a n/a n/a n/a School District Levy 43.152 nla n/a nla n/a Total Levy Tax History 74.423 74.423 72.5L8 87.025 2024 79.74 2023Tax Year Taxes Billed Click here to view tlre tax information for this oarcel on the Garfield Countv Treasurer's website. Transfers seleDate DeedTvpe $7,492.76 $7,300.40 9/30/1992 SPECIALWARRANTY DEED r/3/7992 PUBLIC TRUSTEES CERT RED tl3/7992 WARRANry DEED L/2/79?2 PERSONAL REP DEED 9/r1-tr99r PUBLIC TRUSTEES CERT 9/71-/r99r PUBLIC TRUSTEES CERT t2/2/7986 PERSONAL REP DEED 9/30/7982 MEMORANDUM 9/27/1982 RFSOLUTION Property Related Public Documents Click here to view Prooertv Related Public Documents Photos https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1512550479&KeyValue=R010156 214 9121125, 1:24 PM qPublic - Garfield County, CO - Property Record Card: R010156 7' hf) 30' ONE 1980 sf 50H 18.0 7xf\,o:1,:7 7 m t? 14' .> WOOD BALCONY 934.0 sf https:i/qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD= 9447&Q=1512550479&KeyValue=R0'l 0156 314 9121125,1:24PM qPublic - Garfield County, CO - Propefu Record Card: R010156 :{ +N FSg 5ru sl ?H :rl th., a-::.,rit)li) Cr\.t) tt.i ,tiett.). t iliit< x 'tai:*:' ::'tr:('/ ,:i{'iai' T.i) a)(;'it:ica tht ti.)it aiL':\)i2i.t t tf.J:-ai\1.::tt1 t.i1; r illii. fi.) :: ai- (;ifili,:a a^rf a"t{)A t irtglied zrt 2r';','r alea: i':a i:1e fl, l:' !1'::r':tr :t 1 \)ti:::.:;lreri:arlaji\tr).i.)aa'.)ii;i!itla:cttilCajnsiiilt(-1")('2...e)1i:il:tcxu:ti::,ar.li:.t:n)l': -tiia':5 : l r., t'a,:: j -- . I User Privacv PolicY i GDPR Privacv Notice Last Data up.pss!;!lffQ!!8:27:p-$v! iurriaa! !a Li.,r.,i.f,pc,.i trv B scHruetoen tlg2.g ef 3S $gfrHFffiY F oltaH 3&4.fl s{ olrE3&*.0:l + 3S lrr€€g sAlcollY 804.0 rf https://qpublic.schneidercorp.com/Application.aspx?ApplD=1038&LayerlD=22381&PageTypelD=4&PagelD=9447&Q=1512550479&KeyValue=R010156 414 Dabr Oa/O5/2O13 Sheel 1 of 1lhecked by DFH )rMbyr EMB icnle: Nor rc sc[E ffir,rrRAroft INFILTRATOR SYSTEIVIS INC. 4 Business Park Rd. Old Saybrook, CT 06475 (800) 221-4436 INFILTRATOR IM-1060 TANK 2-COMPARTMENT CONFIGURATION B AA LIFTING STMP (rYP.)RtsER CONNECTION (TYP.) 1.5 t38l ACCESS PORT RII\4 TANK INTERIOR TANK INTERIOR INLET/ OUILET TEE ALIGNMENT DOWEL (34)TANK BOTTOM HALF TANK TOP HALF CONTINUOUS ELASTOMETRIC GASKET SEAM CUP (64) @ mlo-nercHT sEAM SECTION DETAIL BAFFI.E SLOT SECTION B. B'BAFFLE DETAIL LID 54.7 FLEXIBLE RUBBER GASKET CIYP.) [1,5801 EXTERIOR B' 127 .O 13,2261EXTERTOR LENGTH TOP VIEW @ plpe PENETRATToN SECTION DETAILLIFTING LUG (rYP.) a 4u021 PVC OR ABS INLET TEE s 24.0 [610lACCESS OPENING wrH LocKtNG LID (2) 1O.21260l FREEBOARD q 41021 PVC OR ABS OUTLET TEE WALL TANK EXTERIOR 12t.O Is,tzbl 52.2 l1,55( LENGTH WDTH END OUTLET SEAM CLIP (rYP,) s o [1,3891 EXTERIOR HEIGHT LIFTING STRAP ('r /P.)2/3 TOTAL VOL./3 TOTAL VOL. SECTION A.A' NOTES: 1. ALL DRAWING DIMENSIONS IN INCHES IMILLIMETERSI OR AS NOTED. 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWNG WARNING IN ENGLISH, FRENCH & SPANISH: "DANGER DO NOT ENTER: POISON GASES." 3. TANK MARKINGS \MLL INCLUDE: MANUFACTURER NAME, MODEL NUMBER,LIQUID CAPACITY, DATE OF MANUFACTURE, MAXIMUM BURIAL DEPTH, INLET, AND OUTLET 4. MAXMUM BURIAL DEPTH IS /A in [1,219 mml. 5. MINIMUM BURIAL DEPTH lS 6 in [152 mml. 6. MAXMUM VEHTCLE LOAD tS 4,500-tb [20-kNl AXLE LOAD. 7. TANK IS FOR NON-TRAFFIC APPLICATIONS. 8. ATRSPACE tS't6.5%. 9. OUTLET TEE IS COMPATIBLE WITH EFFLUENT FILTER. 10. INTERIOR LENGTH TO WDTH RATIO lS 2.3:1 (118.8-INCH INTERIOR LENGTH, 51.7-INCH INTERIORWIDTH = 2.3). 11. FREE VENT AREA BETWEEN TOP OF BAFFLE WALL AND BOTTOM OF TOP BAFFLE SLOT lS 39.7 int. 12. BAFFLE WALL THIGKNESS lS 0.31 in [8 mml. END VIEW ISOMETRIC VIEW SIDE INLET/ OUTLET (TYP.) *l 16l 44.0 11,1 1 81 LIOUID DEPTH BAFFLE SLOT BAFFLE 2l5UX2[51] FIBERGLASS SUPPORT (rYP.) 6.0 l-Ot4061 -1BEHIND BAFFLE SUPPORT BAFFLE TOP O,,?,1 BAFFLE PORT BAFFLE SLOT I {"lfi",} ,r;ii;!ir6t#rs."'1t'tefrf*0HDrurt*I',t4nFt*-F r?E*rw;-SW}-.;-Tff a-,,t.---."r-;d II* I ti ,t' ,r - rrudrvrouAL sEwAGE DlsPosAL PERMIT Ng '1000 i'. CARF|FLD COUNTY BUlLOlt{O AND SANITATION DEPARTTEilT log 8lh $ttUt SulL !0i' qbnwood qiltgt Gobndo Oltol Phom (t0lll e{5{tr2 Thls doga ngl conttlluto I bulUino or use p€fi{t 3or1 t$rstekyOwner 2028 C.R. [08r Cerbondela$rtcm Locrtion Solth EncgrprlletLlccnscd lnrtaller ' Conditionsl Gonstrucion rpproval ir herebY grtnted for ! -2-- Septic Trnk or -- Aerated treatlnont unit' Abrorption lr:ea lot dirper:al arsal computed as follows: perc rats ol one incfi ,n ,//i -minutos Therefore the no. of bedrooms - ? - x Mty tr! tuggPtt: ,.olifitir'nimom ol "i 3. " . sq. tt' of absorption erst per bedroom. ,4 )t'l ,c,!t. minimum requiremont - ! total ot '/; '/ / sq. ft. of rbtorption lrel. ' )'4 ,s gollon I : !: !. tF ;tr ,: t Drte lnrpoctor FINAL APPROVAL OF SYSTEM: No ryrtem rhall be deemed to be in compliance with th€ sewage Dicposst Laws until the asrembled ry3t€m is rpprovod prior tocover' ing rny part. itt;;t'.lAL- i\ r, '!tr ' I Eeptic Tank access for inspection and cleaning within 1 2" of ground rurlece or t€rrt€d 8cc€rt ports ebove ground gurface. Proper materirls and assemblv. Trlde name ol reptic tank or serated treltment unit' Adoguste ob,sorption (or dispersatl area. Jt1 t 2 6 Adeguate compliance with permit requir€ments. Adeguale compliance wirh CountV and $tate regrilations/requirements' Other I Dato 'coNDtTt 2. lnspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE ;lr t' t t'_;. g.', INDTVIDUAL SEI'IAGE D I GI'INER test holes, soil pro files in test holes E0 FACILITY: County of Town ll S PLICATI Appl ica tfon Approva lbv 0fflcla'l : . (See page^4 lLptirt.! County I {r''o tSize *{ac, ADDRESS PHONE CONTRACTOR AI}DRESS I}HONE ?o.s- arsE PERl4rT REQUEST FoR ( 2,fNew Instal'lation ( )Alteratjon ( )Repalr Attach separate sheets or rePor t shovting entire area wlth resPec t.to surroundlng areas' topography of area,habitable build ing,'locatlon of Potable wate r wells, soil percolatlon ) Near what Clty Legal Descrlptl I.IASTES TYPE:( {} Dwellins ( ) Cormercial or Institutional ( ) Transient Use ( ) l{on-domestic Wastes ()Other - Describe BUILDING OR SERVICE TYPE:?.-*,--,-^rJ: al Number of bedrooms of persons At+ (/x) GarUage grinder (x) Automatic washer (X) D{shwasher SOURCE AND TYPE OF I.IATER SUPPLY:(;)well ( )sPrlng ( )streamorcreek Gtve depth of all wells wlthln 180 feet of system: If supplled by cormunlty water, give name or suppl GRTXJNQ C0NQI.[,IONl: ier: nf *- t)^b tA a c-J ,-\Oepth to bedrock: Depth to flrst Ground llater Table:Ou) Percent ground sIoPe:a; F/a-f DISTANCE TO NEAREST COI.II"IUNITY SEI.IER SYSTEM: llas an effort made to connect to comlunity system?Q TYPE OF INDIVIDUAL SEI{AGE DISPOSAL SYSTEII PROPOSED: (x) Septlc Tank ( ) Vault Prlvy ( ) Plt Prlvy ( ) Cnemlcal Tollet FINAL D ISPOSAL BY: K) eototptlon Trench, Bed or Pit ) Underground DlsPersal ) Above Ground DisPersal ) Aeration Plant ) Composting Tollet ) Inclneration Toilet ( ) Vault ( ) Recycllng, Potable use ( ) Recycllng, other use ( ( ( ( ( ( ( ( ) 0ther - Describe: .. ( ) Evapotransplration ( ) Sand Filter ( ) llastewater Pond ) 0ther - Describe: I^IILL EFFLUENT BE DISCIIARGED DIRECTLY INTO WATERS OF T}IE STATE? NO , t.a , , ,ioit-.'pEic0LATI0N TEST RESULTS: (To be conrpleted by Registered Professlonal Engineer.) 14l nutes l4l nut es per lnch in hole l{o. 1 Minutes per lnch in hole llo. 3 per inch in hole No. 2 Minutes per inch ln hole No.- Nante, address and telephone of RPE who ntade soil absorption tests Narne, address and telephone of RPE responsible for deslgn of the system: App fur llcant acknow'ledges that the completeness of the app lication is conditlonal upon such department to be the appl ican be re the qul loc red by the local healthal heal r.h department forther mandatory and additional tests and reports as maytorby purposes of SUCh terms a cationi and the lssua nce of the perrrrflt. JB 'subJect to adopted under Article 10, Tltle 25, nd condltlons as deemed necessar v 97 to lnSure compllance with rules and regulat 3, as amended. lons c.R.s. 1 The underslgned hereby cert lfles lnfornation a nd repor ts submitted herewith and requlred to be are or w ill be repre deslgned to of issuing representati sented to be true and correct to the best and are be relied on by the local .dePartnent of health the permit appl ied for herein. I further under- on ma y result I n the denial of the a atlon tg ranted based upon sald aPPl ic and in I I act{on per- Date 5i gned PLEASE DRAltl AND ACCURATE MAP TO Y R PROPERTY ov trR the e made and furnlshed bY valuation of the appll that all statements made, submltted by the appllcant of my knowledge and belief ln evaluatlng the same for stand that any falsiflcati or revocatlon of any permi Jury as provlded by law. purposes on or mls ppl lc for - '",j,' 'r.l..r rt.r1r.l 3 ?t .ABr Itx:o 3 *l $\ 't I 1 - cAteL Iil I P!9r-,PLAI{ At{p .pFSIGN .FFATUIFS : lnclude by measured dlstance location of wells, springsr potable uater supply llnes, cliterns, bulldings, property lines, subsoil drains, lake, water course, stream, dry gulch and show location of proposed system by dlrection and distance from dwelllng or other flxed reference obJect, and additional submlssions in support of thls application such as data, plans, specificatlons, statements and conrnl tments. Fage 4 I t I % 3, 4fiN IJ