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HomeMy WebLinkAboutpitkin.eh.246736100005 (2011)(Main House)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on prope-rty Third System .etc. Floor Plans Please See Building and Land Use Approvals Files for additional information �1TtiIlV y COUNT Pitkin County Environmenivealth Department • Onsite Wastewater Treatment 5Mem (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 0405 Castle Creek Road, Suite 10, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5077 www.aspenpitkin.com/EHNR ParcellD #: 2467-361-00-005 OWTS Use Permit #: 0012.2011.POWU (1) Main house Date Issued: 4/15/2011 Issued By: Carla Ostberg Expiration Date: 4/15/2012 Owner(s): I Daniel R. Soderberg Property Address: 2569 Lower River Road Legal Description: Click here to enter text. Licensed Inspector: Robert Wright, 012 Inspection Date(s): February 9, 2011 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit Concrete Single compartment 2000 gallon Concrete Two-compartment 1500 gallon (from house to tanks) concrete lift station w/ pump 4' (from tanks to house) concrete lift station w/ pump 4' Secondary Treatment Unit N/a Click here to enter text. Absorption Area Infiltrator chamber trench and bed 2263 square feet Other System Components Distribution box Click here to enter text. OWTS Use Status: ® In use at the time of the inspection. ❑Not in use at the time of the inspection.* *If the OWTS was not in use at the time of the inspection, it is recommended that the system be re-evaluated when it is in use for a more accurate evaluation of the system. System Records: Permit #: 00066 Date of Issuance: 9/5/2000 Date of Final Approval: 1/31/2001 # of Bedrooms or fixtures served by OWTS: 6 bedrooms Operational Status: The system appeared to be working properly at the time of the inspection. Snow cover was present. All tanks were pumped as part of the inspection. Inspector Recommendations: Recommend the interior of all tanks and lift stations be monitored annually for the extent of corrosion of the concrete. Department Recommendations: Recommend periodic (yearly) maintenance inspections by a Pitkin County Licensed Systems Inspector of the pumps and entire system to assure proper functioning. Also recommend installation of an effluent filter on the outlet of the 1500 gallon tank. Issuance of this OWTS Use Permit is based solely on the conditions observed and reported by the inspector to the Department an the date of the inspection(s) and on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fall or that the system will not be subject to future enforcement action to correct non-compliant conditions. Estimated capacity of the system has been listed an the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible allure. 0 f JFK IN Onsite Wastewater Treatment Systems (OWTS) Use -1 Permit Inspection Form COUNT 7t Pitkin County Environmental Health Department 0405 Castle Creek Road, Suite 10, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5077 Website: www.aspenpitkin.com/ehnr Inspection Form for continued use of an existing OMITS OWNERS Name: Address: Parcel Number: Inspection Date: Records: Were system records available from the dartment? If Yes: Permit number: V/ Date of Installation: Absorption area size: Permitted Use: (� Is this system permitted for its current use? If no, describe the change in use. Vv � If No: Site Conditions: Yes No Tank size:�00 D�AI0E Was an As -Built drawing available? S Is the As -Built Drawing Accurate? Complete a drawing of the system on last page of this form as accurately as possible if as -built was not available or is not accurate. Erosion PASS FAIL Improper Vegetative cover NO YES Evidence of Compaction N YES Improper Discharges High Ground Water PASS NO FAIL YES C' 1� w Snow Cover NO © V� Property Vacant NO YES UNKNOWN TANK: 10% Was the tank pumped as part of the inspection? If sk%'� to Tank Components If No: When was the tank last pumped? / 70/ �� If the tank has not been pumped in more than 2 years, please attach additional information for justification. Information to be included in justification : Depth of scum layer, Depth of sludge layer and/or Verification of limited occupancy If Yes: Pumping Company: 77 Discharge/leakage FAIL Infiltration FAIL Back flow after pumping NO YES Tank Components: Tank 1 L� Lids Tank Integrity Mid -Tank Baffles Sanitary Tees / Inlet & Outlet Baffles Effluent Filter/Screens Water Tight Pump/Dosing Siphon Tank Material Pump Alarm X1/1 Tank Components: Tank 2 1 S0 Lids Tank Integrity Mid -Tank Baffles Sanitary Tees / Inlet & Outlet Baffles Effluent Filter/Screens Water Tight Pump/Dosing Siphon Tank Material Pump Alarm • G F/IIFsT PA&V FAIL PASS FAIL PASS FAIL NP PASS FAIL Lids PASS FAIL NP PAS FAIL FAIL PASS FAIL NP PASS FAIL Media Condition Yes No NP PASS FAIL 55 FAIL S FAIL NP ASS FAIL Lids PASS FAIL NP ASS FAIL FAIL PASS FAIL NP AS FAIL Media Condition Yes No NP If additional tanks are present, include reports for each. SSE FoG�o wii✓G P�foE cP' ,eEPo2T ICZW GAF 7-.5/7-4 7-101/ In/Fa SECONDARY TREATMENT: Is a secondary treatment unit part of the system design? If Yes: Make/Model: Lids PASS FAIL Tank Integrity PASS FAIL Media Container PASS FAIL NP Media Condition PASS FAIL NP Mechanical Systems PASS FAIL NP Controls/Alarms PASS FAIL Expires: _ Maintenance Agreement PASS FAIL Provider Name Provider Phone Number ABSORBTION AREA: Distribution Box Accessible from grade? Yes No NP Distribution Box PASS FAIL NP ADV Accessible from grade? Yes No NP Automatic Distributing Valve (ADV) PASS FAIL NP Observation Ports Y No NP Effluent Surfacing PASS FAIL Evidence of Past Surfacing NO YES Surface Dampness NO YES Excessive odors NO YES Liquid in observation port NO inches D/STieiBl%r/O�/ BOX 1-1.9S T2 Tt% cS_61 e --4 Gam, we 4'f 48S& 2 vA T 01/ P/PE • PASS • Tank Integrity /�i CONC A44 A4V0Z,E UFT s74- Tion/ Tank Components: ianlr2 -4t FAIL NP Media Condition PASS Lids P FAIL ro rA /V K S Tank Integrity PAS FAIL <20N1 I-10(/SE Mid -Tank Baffles PASS FAIL Provider Phone Sanitary Tees / Inlet & Outlet Baffles ASS FAIL Effluent Filter/Screens PASS FAIL l� Water Tight A FAIL Pump/Dosing Siphon <S FAIL NP Tank Material Pump AlXm*2.4 / (SEX) Q!AD es FAIL / Tank Components: CVGDIi�L' /Vi �oLE U� r STti TO Lids FAIL/ELD Tank Integrity �� r�J FAIL Mid -Tank Baffles PASS FAIL NP Sanitary Tees / Inlet & Outlet Baffles SS FAIL Effluent Filter/Screens PASS FAIL NP Water Tight FAIL Pump/Dosing Siphon CORk-S3 FAIL NP Tank Material FAIL Pump Alarm es No NP If additional tanks are present, include reports for each. SECONDARY TREATMENT: Is a secondary treatment unit part of the system design? If Yes: Make/Model: Lids PASS FAIL Tank Integrity PASS FAIL Media Container PASS FAIL NP Media Condition PASS FAIL NP Mechanical Systems PASS FAIL NP Controls/Alarms PASS FAIL Expires: Maintenance Agreement PASS FAIL Provider Name Provider Phone Number ABSORBTION AREA: Distribution Box Accessible from grade? Distribution Box ADV Accessible from grade? Automatic Distributing Valve (ADV) Observation Ports Effluent Surfacing Evidence of Past Surfacing Surface Dampness Excessive odors Liquid in observation port Yes No NP PASS FAIL NP Yes No NP PASS FAIL NP Yes No NP PASS FAIL NO YES NO YES NO YES NO inches 0 0 Any problems with the system that were not addressed in the inspection checklist? Please list any recommendations for the system to continue its current usage. Were any repairs done as a result of this inspection? NO YES If Yes, please describe the repairs. To the best of my knowledge and training the i formation collected in this inspection is accurate as of 20�. Inspector's Signature Business Name: Phone Number Address: Email: Pitkin County Inspect Additional Notes: A copy of this inspection report will be remitted to Pitkin County Environmental Health with 60 days of the inspection. 9 03/23/2011 12:49 9636070 B & R Septic Service, Inc. Rooter & Jetting Service Video lnsnection Service 0603 Handy Drive Carbondale, C081623 Bill To ABCD Soderberg Box 7894 Aspen, CO 81612 B R SEPTIC • PAGE 01 Invoice Date Invoice N 2/9/2011 5572 F P.O. No. Terris Project Due on receipt Quantity Description Rate Amount 6,100 6,100 Pump septic tanks & 2 lift stations (Qo 2569 Lower River Rd. Dump Fee 0.24 0.15 1,464.00 915.00 Thank you for your business. dale J((9!70t))9f6;3-3814(970) Aspen Fax Total $2,379.00 920-2059 (970) 963-6070 F 0 APPROX LOCATION OF 102.7' -LOCATED 3 _INSPECTION PORTS EXIST N 01 4'0 CONC MANHOLE LIFT STATION 1,500 GAL 2 / 3 o COMP CONC TANK 02 2,000 GAL 2 1` COMP CONC TANK 1,000 GAL 2 B n COMP CONC TAN a II 6 L14 7 U °? W CHURCH OWC, LLC Onsite Wastewater Consultants Onsite Wastewater Engineering - Geological Engineering 9590 W. 14th Ave., Ste 100, Lakewood, CO 80215 Voice: (720) 898-3434 Fax: (720) 898-3455 4'0 CO MANHOLEE LIFT STA W/2—PUMPS "W Is 1Q1 410.36' LOCATED 2 INSPECTION Rebor INSPECTION NOTES: INSPECTION 1. INSPECTION OF THE EXISTING ONSITE WASTEWATER TREATMENT SYSTEM WAS CONDUCTED IN PORTS NOT ACCORDANCE WITH THE PITKIN COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH USE PERMIT LOCATED INSPECTION CRITERIA. 2. LOCATIONS OF DRAINFIELDS IS PER ARCHITECTS DRAWING. FROZEN GROUND PREVENTED PROBING FOR FIELD. THE LOCATIONS OF THE INSPECTION PORTS INDICATED ARE CONSISTENT WITH PORTS OBSERVED IN THE FIELD. 3. ONLY ONE INSPECTION PORT WAS LOCATED IN THE GARAGE DRAINFIELA. IT IS INDICATED AS 10. THE LOCATION OF THE GARAGE FIELD IS APPROXIMATE, FROM STUTZMAN GERBAZ AS -BUILT DWG. 4. ALL SWING TIE MEASUREMENTS ARE TO THE CENTROID OF THE OBJECT MEASURED TO. TANKS WERE MEASURED TO EACH LID, LIFT STATIONS TO CENTER OF RISER LID, PORTS TO CENTER OF PORT. 5. SHADING INDICATES OWTS COMPONENTS LOCATED IN THE FIELD. 1,000 GAL 2 COMP CONC ZTANK E GARAGE Z Wood & � Masonry o� House WELL �� L� / 2655 LOWER RIVER ROAD OWS EXISTING OWTS PLAN Lot A 10.49 .!crest F 10 LOCATED 1 INSPECTION PORT Revision 0 GARAGE 3 C1 AWN BY: RWW ECKED BY: KEC TE: T2_/1-3120 1 1 JOB NO. B845 Figure 1 of 1 45 -el prD }�-cuSL 2k�1irw�YS by 6 w- S,µ5/�. Gowc�lGr�(.LtQn,"f' Twv cocc.�l�.-�-aupc� 84 97 �'kf �'f ira-Fvrs by 3 w• dc. _ �/� S'— ���•s�;hc�tsoa� Sok -- s' 've.• Zs�9 Loc�,r� Imm Ln £� r tkdUi N ,A lei ZD O �otfow z trrnc�s (gas r7 wnfs = 98 c�.�n ty 3 N Sol '0117 K t N �ToU N T t Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT APPLICATION 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5077 Website: www.aspenpitkin.com/ehnr Application for Continued Use of an Existing OWTS Parcel970-92 -5160 or at wwv,.p the Pitkin County Assessor's Office 2 �f /� 7 2 / / O Q —005 0 0 5 970-920-5160 or at www.oi[kinassessor.org): ��•• (� J (�Q Purpose of Use Permit El PROPERTY TRAN'SA'CT/ION p REMODEL'/A/DDIT[/O]N ^ n Properly Addtess: D ^ 2/' SS L L2WZ/ /\ l [/�/G Lott: oi2'� Block: _ `(�,r Filing 1V� ASPEN /V;EFe l�<fGGEy RQN Residences. N H Other # of Bedrooms. / T 4- / fixtures/uses. Property Owneds)''. Email Address: D<1 M/EL R. cSOOERBERG Owner's Mailing Address: City, Stale Zip - 256 LOl�i/E.e RI1/E2 20,, City, Co 0516,5 Home Phone: Business Phone: 'Contact information must be provided for the owner signing this application. Pnma4Comact Perso /Applicant (if not owner): J Compan IS ea Contact/Applicant Mailing Acidiiess: iS CCAL City, State, Zip : Cell one: X10- (O -.66 Business Phone: Fax Number: Email Address: Indicatereferred Method of Permit Receipt: �I.Jfmm-ail EIFax El us Mail - Licensed Systems Inspecto � Phone Number Email Atltlr ss' ,�EteTlvv2rG✓/T 720•B9B-�� �zu Fax Number. �4VC•r�7j azo- B•34Ss Mailing Address: p , / �HAdE'`�/00 City. State. GAKEvt/OD1J, GO 8a/Z.S PLEASE READ BEFORE SIGNING I certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included In my application package. I acknowledge that this department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. Signature 24/44 Please allow 3-5 Business days for processing o/ Use Permits. IFOR OFFICE USE ONLY Receive d by EH Staff: Fee 8 Receipt #: Date: I C 4 G !�J Carla Ostberg From: Carla Ostberg Sent: Monday, December 05, 2011 3:50 PM To: pmbaddogs@gmail.com Cc: Suzanne Wolff; Joanna Schaffner; Carrington Brown; Brian Pawl Subject: 2569 Lower River Road (Soderberg) Hi Stan, In March of last year, you submitted an OWTS Use Permit application on behalf of Dan Soderberg for his property on Lower River Road. I sent you an email on April 15 and another on May 25 requesting the following information: 1) Proposed floor plans for the existing 6 bedroom house (taking away the CDU and adding the garage). (I already have the floor plans for the proposed CDU/barn.) 2) A letter from the owner agreeing to demolish the old house and OWTS within a certain, reasonable timeframe. I have also left a message for Dan, but have not received a return call. I just wanted to remind you that the OWTS inspection was performed on February 11, 2011 and for issuance of an OWTS Use Permit, the inspection has to have been conducted within the last year. Since we are approaching that deadline, I wanted to be sure I had made reasonable efforts to let you know I was still in need of a few small pieces of information. If you have any questions, please feel free to give me a call. Thank you, Carla Ostberg, MPH, REHS Environmental Health Manager Pitkin County Environmental Health 970-920-5438 X WALTER ENVIRONMENTAL GROUP INC. www.TheWalterGroup.com . 970-255-8017 Carla Ostberg From: Carla Ostberg Sent: Friday, April 15, 2011 12:47 PM To: pmbaddogs@gmail.com Subject: Soderberg OWTS Use Permits Hi Stan, Sorry for the delay in getting to this. I worked on them today and need a couple things that I don't appear to have... 1) Proposed floor plans for the existing 6 bedroom house (taking away the cdu and adding the garage). I have floor plans for the proposed CDU/barn. 2) A letter from the owner (Dan) agreeing to demolish the old house and OWTS within a certain timeframe I think those are my only missing links. Thank you, Carla Ostberg, MPH, REHS Environmental Health Manager Pitkin County Environmental Health 970-920-5438 d�ltvt i Q - Luc t SI -a V-,- 4�i 5 cad,, eA Oka( vl rf S V\,zAOVOtklzm Carla Ostberg From: Nancy MacKenzie[nancy_bill_mackenzie@yahoo.com] Sent: Monday, April 11, 20116:12 PM To: Carla Ostberg Subject: heads -up on Soderberg application Hi Carla, I saw that Soderberg is requesting approval to do a new barn and relocate a living unit from the garage to the new barn. I remember that when I was involved with the septic for the at -that -time new big house, I didn't catch that he was supposed to remove the original old house (in back of the new house) and septic system. Tom had issued the original permit and didn't indicate that on the permit. I had to re -issue the permit for a better designed septic location (I think the original was a Nick Adeh design?!!) Anyway, I probably should not have finalled the new septic for the new house until the original house and septic were destroyed. I didn't read the whole file and all the previous conditions --that was before Rose Ann, who required that we take the time to read the whole file! I guess I just thought that Joanna looked at that stuff. When I talked to Joanna later about it, just like with everything else, she said they couldn't do anything and would have to wait until the owner came in with a new land use request. So that time might be now??? Hope you can look into this. Thanks, Nancy Email secured by Check Point y Carla Ostberg From: Carla Ostberg Sent: Wednesday, May 25, 2011 10:06 AM To: pmbaddogs@gmail.com Subject: Soderberg OWTS Use Permits Hi Stan, Just a friendly reminder that I still need the following in order to issue the OWTS Use Permits: 1) Proposed floor plans for the existing 6 bedroom house (taking away the CDU and adding the garage). I have the floor plans for the proposed CDU/barn. 2) A letter from the owner agreeing to demolish the old house and OWTS within a certain, reasonable timeframe. Thank you, Carla Ostberg, MPH, REHS Environmental Health Manager Pitkin County Environmental Health 970-920-5438 S 4 0 CHURCH OWC, LLC Onsite Wastewater Consultants February 17, 2011 Mr. Dan Soderberg 2569 Lower River Road Snowmass, CO 81654 Subject: Pitkin County Environmental Health Department Use Permit Summary Report 2569 Lower River Road Pitkin County, Colorado Job No: 8845 Mr. Soderberg, This letter is a report describing the activities undertaken by Bob Wright, PE of CHURCH Onsite Wastewater Consultants, LLC (COWC) during the onsite wastewater treatment system (OWTS) Use Permit Inspection conducted by our firm on February 9, 2011 at the subject site. Arrive on site about 0905; no one home, no one from B & R Septic at the site yet. We drove to Pitkin County Environmental Health to drop off paperwork for project and head back to the site. We called B & R Septic at 1004 and speak with Linda. She indicates that the pumper trucks are just arriving at the site. Arrive back at the site at 1024 to find both B & R Septic trucks on site, pumping the two property systems (old residence tank not considered). We talk with Jason at the 1,000 gallon tank at the east side of the garage. Jason indicates that the fluid level in the tank was at the outlet invert when pumping started. The top of the tank lid is approximately 24 -inches below the finished grade, which makes the outlet about 37 -inches deep. At 1050, we check the pumping at the 3,500 gallon tanks to the northeast of the main residence. Trevor is working on the two septic tanks and lift station. About 1110, the pumping at the 1,000 gallon garage tank is completed. We inspect tank; tank integrity looks good, but the inlet tee is missing. No drainback or leaking into the tank were noted. Jason moves his truck to the residential system and Trevor leaves the site with 3,300 gallons pumped. Mrs. Soderberg e-mailed photos of the tee in the tank, replaced to allow access. We inspected the lift station at the north side of the main residence. The manhole is 16.5 -feet deep, and we did not have safety equipment to tie off a person climbing down L_ 9590 West 14th Avenue Ste. 100, Lakewood, CO 80215 Voice 720-898-3434 FAX: 720-898-3455 Io`tillily • . B845, Soderberg Use Permit Inspection Report February 17, 2011, Page 2 in the sump. The manhole was observed from the top. It is a duplex system with one pump off and a ball valve closed on that discharge leg. The pump was seen to run and discharge effluent to the 2,000 gallon tank at the northeast corner of the residence. The manhole is structurally sound. We took swing -tie measurements of the location of the manhole with reference to the residential structure. About 1153, Jason indicates he has pumped 1,800 gallons in addition to the 3,300 gallons that Trevor pumped, plus about 100 gallons from the bottom of the residence discharge sump. This totals 5,200 gallons from the garage 1,000 gallon tank, the 2,000 gallon residence tank, the 1,500 gallon residence tank, the residence lift station to the 2,000 gallon tank and the lift station to the residence drainfield. Jason also pumped the 1,000 gallon tank at the old house to the north of the main residence. This tank had a layer of slush -ice at the top of the tank, which would appear to indicate that the tank is not used enough to maintain warm water circulating through it. We inspect the existing residence septic tanks and the old house tank. The 2,000 gal first tank is in good condition, about 18 -inches below finished grade. The 2,000 gal tank is a single compartment, concrete tank that receives effluent pumped from the deep lift station at the north side of the main residence. No drainback or leaking was noted after pumping. The 1,500 gallon tank receives effluent by gravity from the 2,000 gallon tank. The 1,500 gal tank has a similar depth of cover to the 2,000 gallon tank, and drains by gravity into a 4 -feet diameter concrete manhole lift station. The 1,500 gallon tank is a 2 - compartment, concrete septic tank. The tank is in good condition; no drainback or leaking was observed. The lift station pumps up to a distribution box for distribution of effluent to approximately 2,300 gross SF of chambered drainfield (per the Stutzman Gerbaz as -built drawings) on a bench of land above the house. The interior of the lift station is noted to have mild corrosion occurring, as evidences by concrete corrosion materials transferring to the inspector's coveralls. At this time the structural integrity of the tank is sound. We recommend that the interior of all tanks and lift stations be monitored annually for the extents of corrosion of the concrete. (i ceAr %Aj_A4At_"'Qn% It is our understanding that the existing old residence structure north of the main house is scheduled for demolition. We did observe the existing 1,000 gallon, concrete septic tank. It appears to be in good condition, no leaking or drainback was noted after pumping. The effluent level was observed to be at the outlet tee opening before pumping. This tank has no inlet tee, and the outlet tee appears to have an opening cut in the vertical portion to allow flow from the tank to exit. No drainfield for this tank was observed. Shortly after noon, we excavated snow off the area in the island between the gravel driveways. A 4 -inch inspection port was observed and plumbed. This is the location of the garage drainfield. We have used the Stutzman Gerbaz as -built drawing to sketch the approximate location of the existing 18 FT X 37.5 FT field, from the one inspection port we were able to locate. The location of the inspection port coincides exactly with the surveyed location of one port. So we are confident that this pipe is accurately located. Other ports were not located due to piled snow removed from the driveway. We • B845, Soderberg Use Permit Inspection Report February 17, 2011, Page 3 plumbed the port and found it is 48 -inches deep and contains 4 -inches of effluent in the bottom. About 1341, we walked the residence drainfield, checked all inspection ports we could locate, plumbed all the ports to determine ponding and measured between the ports to verify drainfield sizing. It must be noted that the ground at the site is too hard to allow probing for anything. All observations have been made using above grade structures. The temperature in Aspen when we arrived at the site was minus 3°F and the temperature when we began the main residence drainfield inspection was 18°F. We note that four PVC inspection ports noted in the architect's drawing at the south end of the south field were not observed during this inspection. Only the southernmost two PVC ports were found. All ports were plumbed and all ports were dry. Even the inspection port to the distribution box was dry. The ports at the north end of the field are 7.5 -feet deep from top of port and the ports at the south end of the south field are about 8.3 -feet deep from the top of the port. The dimensions measured in the residence field generally agree with the Stutzman Gerbaz as -built drawings. COWC noted a rectangular growth of thistle over the south field, which may indicate moisture during the growing season. The snow was excavated from the surface or the field in three locations north to south, and no signs of excessive moisture of icing was observed. The control panels for both lift stations are located in the basement of the residence. COWC did not have access to the control panels. Floats inside the manhole lift stations were operated, but no alarm could be heard. This information was transmitted to the owner, and a test of the alarms was conducted, alarms did sound and were heard inside the residence. This information was reported to COWC. Swing -tie as -built measurements of all located components of all three systems were taken and a drawing labeled Existing OWTS Plan was created to aid in locating components in the future. The old residence system was not thoroughly inspected as it is our understanding it is slated for demolition. If there are questions, please feel free to contact us at your convenience. Sincerely, CHURCH Onsite Wastewater Consultants, LLC Robert W. Wri Principal OWTS Inspector # 12