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Home My WebLink About26-150S--"'s, - 00% 63 Industry Services Division 4822 Madison Yards Way County Bayfield Madison, WI 53705 Sanitary Permit Number (to be filled in by Co.) P.O. Box 7302 Madison, WI 53707 / (7 b — l5oJ Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary TBD- Silver Birch Dr. Cable, WI purposes in accordance with the Privacy Law, s. I5.04(1)(m), Suits. 17 a-50 1. Application Information —Please Print All Information Property Owner's Name Parcel # Barbara Grevich 10897 Property Owner's Mailing Address Property Location 17255 Silver Birch Dr. Govt. Lot City, State Zip Code Phone Number Cable, WI 54821 715-222-9887 ¼. A. Section 23 T43 N R 07 For W II. Type of Building (check all that apply) Lot # ❑✓ I or 2 Family Dwelling —Number of Bedrooms 2 1 Subdivision Name Woodcrest Addn to Wildriver Block # �ublic/Commercial — Describe Use ENTERED ❑City of ❑State Owned - Describe Use Village of __ CSM Number )fl (y Town of Cable III. Type of POWTS Permit: (Check either "New" or"Replacement" and other applicable on line A. Check one box on line B. Complete line C i applicable.) A New SYsreni Re lacement System lilOCher Modification to Existing System (explain) Additional Pretreatment Unit (explain) ❑Holding Tank lIn-Ground I�t-Grade Mound Individual Site Design Other Type (explain) (conventional) C. ❑ Renewal Before ❑Revision]Change of Plumber jfransfer to New Owner List Previous Permit Number and Date Issued Expiration NA IV. Dispersalfl'reatment Area and 'Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/st) I Dispersal Area Required (sf) I Dispersal Area Proposed (sf) I System Elevation 300 0.7 428 500 93.75 Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units a o $ V 9 New Tanks ExistingTanks '.e°- y u aO H r ii, D n. septic or Holding Tank 750 750 1 Superior Precast ✓ Dosing Chamber V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) I Plumber's Signatur MP/MFRS Number I Business Phone Number Jason Kuettel 675751 715-798-3355 Plumber's Address (Street, City, State, Zip Code) PO Box 66 Cable, WI 54821 fl County/Department Use Only N. Approved 0 Disapproved Permit Pee S I Date Issued Issuing ent Si azure ❑ Owner Given Reason 1'or Denial � — o� Zb tO� /oo5 ` ( f Conditions of Approval/Reasons for Disapproval f/ (aJ R—LCEWCAN' �o2fl9R Attach to complete plans far the system and submit to the County only on paper not less than 8 in a II inches in size Bayfield Co. SBD-6398 (R. 02/22) Planning and Zoning Agency S R-ooS3o SOIL TEST # /8o) - f�4 Soil Evaluation Repo in accordance with SPS 385 ,WW&Adm Code WlsconsinDepartmertto}SatetyandProteuiortalServtses Attach complete site plan on paper not less than 8'/2 X 11 inches in size. Page: 1 of 6 Plan must include but not limited to: Vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, location and distance to nearest road. Please Print All Information Personal information you provide may be used for secondary purposes. (privacy Law,s.15.04(1)(m)). County: Bavfleld Parcel I.D. 10897 Reviewed4B,,, S, Date: I 1"/1, 3 4 Property Owner: sar /tt/ Eric & Karla Turner j�gru3 A ' (7 W'4 Property Location S23,T43N,R07W Property Owners Mailing Address: PO Box 184 Site Address or CSM and Lot # 17250 Silver Birch Drive City Elk Mound IState WI I Zip Code I 4739 Phone Number: 0 Town Cable lNearest Road: Silver Birch Drive Number of Bedrooms: 2 r New I Residential Code derived design flow rate: 300 Flood Plain if applicable r Replacement j" Public or Commercial - Describe: Parent Material: Flood Plain if Applicable: 0 EM7EaE0 General Comments & Recommendations: System Elevation: 93 Load Rate Bor. Ground surface Elev: Depth to Limiting Factor: Boring #1 r r PIt 99.96 Ft. 120 in. Elev. 89.95 ft Soil Application Rate: Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 0-4 7.5YR2.5/1 N/A SL 2MSBK MFR CS 3M 0.6 1.0 2 4-24 7.5YR4/4 N/A SL 2MSBK MFR CS 2M 0.6 1.0 3 24-120 7.5YR4/4 N/A COS 0SG ML N/A N/A 0.7 1.6 4 5 H2 = < 35% 3-8" Rock 6 7 r Bor ji Plt Ground surface Elev: Depth to Limiting Factor: Boring # 2 98.45 Ft. 106 In. Elev. 89.62 ft Soil Application Rate: Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 0-8 7.5YR2.5/1 N/A SL 2MSBK MFR CS 3M 0.6 1.0 2 8-28 7.5YR4/4 N/A SL 2MSBK MFR CS 2M 0.6 1.0 3 28-102 7.5YR4/4 N/A COS 0SG ML N/A N/A 0.7 1_6 4 5 H2 = < 35% 3-8" Rock 6 7 *Effluent #1 = BOD 5>30< 220 mg/! and >30 < 950mg/1 *Effluent #2= BOD 5< 30 mgR and TSS < 30 mg/l CST Name (Please Print) Mark S. Thompson Si ure CST Number: 877598 ' ixK cn Address: 12006 N US Hwy 63 Hayward, WI 54843 Date E 'o and cted: Tue , October 6, 2026 Telephone Number 715/699-4081 SBD-8330 /2 VD 2026 Bayfield Co. Planning and Zoning Agency Property Owner: Eric & Karla Turner Parcel I.D. 10897 Page: 2 of 6 Boring # 3 Bor �/ Pit Ground surface Elev: Depth to Limiting Factor: I 96.49 Ft. 105 in. Elev. 87.74 ft Soil A Rate pp Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 0-10 7.5YR2.5/I N/A SL 2MSBK MFR CS 3M 0.6 1.0 2 10-30 7.5YR4/4 N/A SL 2MSBK MFR CS 2M 0.6 9_Q 3 30-105 7.5YR4/4 N/A COS 0SG ML N/A N/A 4 5 H2 = < 35% 3-8" Rock 6 7 Boring # 4 Ground surface Elev: Depth to Limiting Factor: r Bore' >.t t 0 Ft. 0 In. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 2 3 4 5 6 7 Boring # 5 v' Pit Ground surface Flev: Depth to Limiting Factor: r BorP 0 Ft. 0 In. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 2 3 4 5 6 7 Boring # 6 r Bores Pit Ground surface Elev: Depth to Limiting Factor: 0 Ft. 0 In. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 *Eff#1 Eff#2 1 2 3 4 5 6 7 *Effluent #1 = BOD 5>30 < 2 20 mg/! and TSS>30 < 150mg/! *Effluent #2= BOD 5< 30 mg/I and TSS < 30 mg/l E The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777OCT 0 9 2026 SBD-8330(R.07100) Bayfield Co. Planning and Zoning Agency Soil Profile Sheet Page: 3 of 6 Owner: Eric & Karla Turner Isoti Tester: Mario S. Thompson System Elevation: 93 Load Rate: 0.7 System Elevation: 92.95 To 93.99 101 1}1 101 S2 100 --------------- �� 100 -------------- --------------- 99 99 98 Qfi 98 --------------- 97 Q2 97 -- ------------- 96 --------------- 96 --------------- 96.12 95 95 94 94 --------------- / 93 --------------- 93 --------------� ------------=-- 92.95 ---------------S2�62 92 --------------- 92 --------------- 91 --------------- �-- 91 ---------------' 90 90 --------------- --------------- 89.95 $�62 89 --------------- LE . 89 L.E1 88 88 --------------- 87 87 --------------- 86 ------ 86 85 --------------- 85 84 84 83 -------------- -------------- 83 82 ------------ 82 81 --------------- 81 --------------- 80 --------------- 80 --------------- 79 --------------- ------------ 79 --------------- --------------- 101 100 99 --------------- System l 98 $ 9 ------- ------- 96.49 95 --------------- 94 Q,S 93.99 t 93 --------------- 01 92 --------------- 91 90.74 90 89 --------------- 88 87.74 87 86 85 84 83 82 81 --------------- 80 --------------- 79 _ R :CEIVED OCT 09 2026 Baylield Planning and Zon ng Agency Owner Information: Name: Eric & Karla Turner Location: S23.T43N,R07W Township: Cable County: BayfieLd Address: 17250 Silver Birch Drive BM=100: Nail w/ribbon on the base of tree across from B3 111* B1= 99.95 B2 = 98.45 B3 = 96.49 Lake= 0 CST: Mark S. Thompson ,D #87 O �! 1"= 401 Only in TestedArea 715/ 9-408 ON rr o a 5.0 E (O N a �'` PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross -Section & Plan View Pg 4 of 4 Management Plan Attachments: POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description Grevich 2 Bed Owner Name(s): Barbara Grevich Owner Address: 17255 Silver Birch Dr. Cable, WI Project Address: Govt. Lot: Township: Cable Phone: 715 -222 9887 Zip: 54821 TBD - Silver Birch Dr. 1/4 of 1/4, Section 23 T43 N -R 07 E ❑ or W 12 County: Bayfield Project Parcel ID #: 10897 Designer Information Designer Name: Jason Kuettel Designer Address: PO Box 66 Cable, WI E-mail: tim@andryras.com License Number: 675751 Remarks: Phone: 715 -798 3355 Zip: 54821 This space reserved for approval stamp. RECEIVED OCT 092026 Bayfield Co. Planning and Zoning Agency P � ( % Signature: ;,�,�-,<� Date: I Original si a re required on each submitted copy. Owner Intermatlon;. Name: 13r.- GXL-u1Ur Location: $23.T43N R07W Township: Cable County: Sal Held Address: 17250 Silver Birch Drive 96' Only in TestedArea BM=100: Nail w/ribbon on the base9itreeacrwssjcom-B3 •1' BM (e ) ea pw 4,. 98' � 100' 1 7B2 CCLEmptylo[ No Well B1= 99,95 B2 = 98.45 63= 96.49 Lake= 0 IN -GROUND DOSED -GRAVITY DISPERSAL AREA Uniform Elevation Trenches with EZ1203HP Bundles 3 -ft Trench (down -sizing credit) min. 12' G I (ypidaq TYPICAL TRENCH SOIL COVER Coveile Cover T CROSS SECTION VIEW 12' J (No Scale) min. Uench • ; . depth 1 --..,,�. ',• (typical) T System Elevation = ft �•' (typical) Provide minimum 3 ft separation between trenches. TYPICAL TRENCH (Show location of inlet / outlet pipe connection on plan view.) PLAN VIEW (No Scale) 4„0 Observation pipe shall be Installed at junction between two units. 10 Perforated Lateral Observation Pipe (typical) (typical) (ty EI±HT}fIII III III IEEEE --- B= 45 ft (typical) INSTALL PER TRENCH: 4 10 -ft bundles @ 50 ft EISA/unit = 200 ki 1 5 -ft bundles @ 25 if EISA/unit = 25 OBSERVATION PIPE DETAIL (No Scale) Screw -Type or Slip Cap (loose) 4"0 PVC Pipe ,' Top of pipe to terminate at or above finished grade (4)1/4"-1 "%6"Sbls aped Anchoring Device ft I A=3.0 ft J (typical) EZ1203H Bundle (typical) ft2 (mid by Infiltrator Systems, Inc.) Install pursuant to manufacturer's instructions. ft2 171 C) = Proposed EISA per trench = 225 ft2 Required Infiltration Area = 428 rtf x 2 trenches = Proposed Total EISA = 500 O — Finished Grade (mulched & seeded) — Topsoil Cover An. 1 foot) In61tratbn Surface ft2 Distribution Method: ft' branched manifold G m w O TI O1 PAGE 4 OF 4 In -ground Gravity Management Plan IMPORTANT: The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 300 gpd; BOD5 S 22 mgL'; TSS 5150 mgL"'; FOG ≤ 30 mgL' Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (Le. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Scats. when the volume of solids in the tank(s) exceeds one-third (113) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Andry Ra8mu8sen & Sons Local government unit: Bayfield Co. Zoning Phone: 715-373-6138 Local government unit address: 117 E 5th St. Washburn, WI Phone: 715-798-3355 ZIP: 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. System Abandonment RECEIVED If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. CoctT 092026 Bayfield Co. Planning and Zoning Agency S=PTIr TP`IK Co 5?CT:ON AND S?ErI:ICATIONS 4" SC4,'IOPVC INSP- PTDC 6 " H_TN. ABOVE (When role+ Ine...%Voke 4s �iuriza PI.� APPROVED MANHOLE FINISHED GRADE --WfFRJ�ve "66L IIdV 4" HIll. Ie" NIN. I HILET OUTLET APPS 0 SA -F -L E- � O FILTER APPROVED S' PIPE 3' I MPG. OFence ONTO sOLrol I model rt T092 -z - SO IL Ii 3" APPROVJ D BEDDING UNDER TANK SPECIFICATIONS S EPT$C TANK 11c( ItC.C TANK SIZES. SE?TIC ')50 CAL, NOTES: RECEIVED OCT O9?U? Bayfield Co. Planning and Zoning A:.,ency Private Sewage System Maintenance Agreement '/ r J, lie v/c,, Owner(s) Mailing Address ZSS S ( viii- l rc L, Ori t --e C�Ste hl Sti Site Address Sf"fri As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil tester's report and approved plans and specifications on file with Bayfield County Planning and Zoning Department. The system will be operated in such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed location in accordance with rules established in the WI Adm. Code, as from time to time amended. (COMPLETE Legal is required) 1/4 of 1/4 1Section L3 _______Township 3,N. Range W. Additional Le al Description: !rvw d 04 jk A JAR, "1)49 '(14' (/(i Town of C- �/l✓JK (Acreage) 3 Gov't Lot Lot I Block Subdivision Lot _ CSM # _ Vol. _ Page _ CSM Doc # DOCUMENT NUMBER 2026R-6 14125 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 10/12/2026 AT 8:00 AM RECORDING FEE: $30.00 PAGES: 1 Return To: Planning and ZotRi a�tvLmE) OCT 13 2026 Bayfield Co. nning aoning Agency In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: ❑ Mound ❑ At -grade Sewage System ❑ Other Area Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of installation and at.least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank is found to have less than one-third (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis, Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS Inspector, or licensed master plumber within three (3) yearsof the date of installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface. Mounds, At -grade and In -ground Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is Inspected as provided above. Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Hayfield County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) NalIme(s) — Please Print ``// �VlGf,i�Gi �I /G-\ Subscribed and sworn to before me on this date: t 1 1 I \�;gP'�':NA V t � U _ Notarized Owner(s)—Sig ature(s) Note Publ t1OTAR _* �� PUBLIC My o i Sion Expires: dad rti , - T •....,..... �/� Cf 1'IISG Drafted by: _L(A.. LL -fl"-$----- Date: __ Proofed by: u/fo rms/sanitaryisepticmain tenceagreement MFi ELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: GREVICH, BARBARA j 17255 SILVER BIRCH DR CABLE, WI 54821 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00530 Transaction Number: SR-00530-57ABA Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference:15210 Paid by: Andry Rasmussen & Sons, PO Box 66, Cable WI 54821 Payment Type: Check Transaction Date: 10/13/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. B A-YFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: GREVICH, BARBARA J SS -00863 17255 SILVER BIRCH DR CABLE, WI 54821 Transaction Number: SS-00863-57ABE Description Private Sewage System (Septic Tanks) Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 15210 Paid by: Andry Rasmussen & Sons, PO Box 66, Cable WI 54821 Payment Type: Check Transaction Date: 10/13/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-150S STATE SANITARY PERMIT OWNER: BARBARA GREVICH GOVT LOT: LOT: 1 BLK: 1/4 1/4 SEC: 23, T 43 N, R 7 W TOWNSHIP: Cable SOIL TEST: 152-26 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: JASON KUETTEL SCOTT ROUSH DATE: 10/13/2026 Authorized Issuing Officer CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit Is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit Is based on regulations In force on the date of approval. c. The sanitary permit Is valid and may be renewed for specified period. d. Changed regulations will not Impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations In force at the time renewal is sought, and that changed regulations may impede renewal. f. The sanitary permit Is transferable. History.1977 c.168;1979 c. 34,221; 1981 C. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: LICENSE: # MP 675751 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 10/13/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION