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Home My WebLink About05-12 CommentsPAINTER-LEWIS, P.L.C. CONSULTING ENGINEERS Tel.: (540) 662-5732 817 Cedar Creek Gracie, Suite 210 Fax. : (545) 662-5793 Winchester, Virginia 22501 June 12, 2012 Mr. John Trena.l j .. Building Official Frederick County Inspections Department l 07 North Kent Street Winchester, Virginia 22.601 Iie: Exisl:ing Foundation 2660 Welltown Pike (Tear Brook, V i.rginia bear Sir: Pursuant to the request of Mr. Wayne Wright, of Wright Sem ices_ Inc., this letter shall address the condition of the existing foundation wall system of this House that was subjected to Fire damage at the aboveprcferenced address. This report has been based on the site visit and general visual inspection of the existing foundation wall system, as performed by this office on Wednesday, May 9, 2012. As stated above, this residential structure was subject to a recent lire that resulted in the complete dem{ .dolt of the superstructure of this residence. At the time of this inspection, the nply remaining= portion of this structure vas the basement f6undation wall system, concrete slal -on-«rade floor system, and the footing system (assumed). Generally, the foundation wall system is rectangular in geometry and consists of a 12'' non -reinforced concrete masoni;y unit (CMT T) wall section that is approxiTnately eight feet (R'} in height. The unbalanced earth backfill ranges in h.cight to an approximate maximum height of semen feet (7'). A portion of the foundation v,rall system has some loose or missing CA'II_T block courses and the rear wall has dcflected (bo-,�°ed) inward due the unbalanced backfill height._ Additionally, there is no first floor diaphragril. to support (pin) the top of the -v a ll because of the tire. damage which is c:.oc,tributin,g to the movement in the rear wall. The: 4:vall does not appear to have suffered any measurable damage due to the tire: and appears to be adequate to serve as the foundation system for the residence to be reconsirucled an this site. There: are some issues that gust be addressed prior to the reconstruction of the -.----,._-f-__ --F 111;c tzn>>ea ;rQt :all lnnco nr rniccinp CM I hlock ental"SEs nnist be rt-Dlac`-'d and Mr. John Trenary, Building Official lune 12. 2012 Frederick Count' Inspections Department 2660 Welltown Pike, Clear Brook, VA. grouted solid to ensure that the bond strength between the existing and proposed masonry units is maintained Auld secure. Secondly, the section of wall that has deflected (bo", d) inward must he corrected. The backfill material must be removed, along this section of the wall to the foundation drainage system (assumed).., to relieve the lateral earth pressure on the wall. This should potentially allow the wrall to rebound to its original alignment. Then this portion of wall must he grouted solid to ensure that the bonding of the rnasonly components and the gc►icral Structural integrity of the wall systern is maintained for reuse. Finally, the allowable maximum height of unbalanced fill is six feet (6') for a C'OTU wall section that is eight feet in height under these in situ soil conditions. The current fill height is scoven feet (T) so the walls must be fully grouted to adequately support the unbalaliced fill height. This grouting will ensure that there is adequate bond strength of the C1vI T units and that the structural integrity of this foundation wall system ,�vill be maintained. If these corrective measures are perfontied properly, this concrete masomi, unit fOUndation wall sv stem will have adequate capacity to support the superstructure of this residence. After completion and curing of the grout, the proposed reconstruction of this residence may commence pending inspection and approval of the building department. Thank you for your attention to this platter. If you would have any questions or x}ould require further assistance please do not esitate to contact me. Sincerely, U TIMOTHY G. PAINTER -5. I..lc. No. 018260 f" G. fainter, P. E Mi% 11. Wayne Wright, President Wri«ht Services, inc. 1.24 I'aae Court White host. Virg=inia 22663 LORD FAIRFAX HEALTH DISTRICT Lord Fairfax Health District Frederick / Winchester Environmental Health 107 North Kent Street - Suite # 201 Winchester, Virginia 22601 Tel. (540) 722-3480 — Fax (540) 722-3479 www.vdh.virginia.gov To: Frederick County Building and Inspections From: Kevin D. Yost, Frederick -Winchester Health Department Date: July 19, 2012 VIRGINIA V1 DR DEPARTMENT OF HEALTH Protecting You and Your Environment Subject: Existing sewage disposal system; Tax Map # 33-A-1313, 2660 Welltown Rd. The health department has no objection to a building permit for a three bedroom dwelling on the subject property. The existing sewage disposal system appears to be functioning , after minor repairs ( replaced conveyance line and distribution box ), at the time of inspection. No guarantee is given or implied that this sewage disposal system will continue to function properly in the future. Repairs will be required if the system malfunctions. Such repairs may require the installation of an alternative sewage disposal system or a pump and haul system. This memorandum is released only to provide information to the Frederick County Building Department and is not to be used as information for a real estate transfer. r' Kevin D. Yost Environmental Health Specialist Senior t JUL 2 0 2012 COUNTY 9tNT t"W J ir<iNiA DEPARTMENT HO' F HEALTH Protecting You and Your E-tivironment Frederick County I-iealth Department 107 N. Kent St. Suite 201 Winchester, VA 22601 (540) 722-3480 Voice (540) 722-3479 Fax Distribution Box Repair Permit Health Department ID Number: 69120186 Owner/ Agent Information Owner: Wright's Renovation i 2660 Welltown Rd Winchester, Virginia 22602 j -Owner Phone: (540) 869-4617 i Location Information --._ --- — Property Address: 2660 Well Town Rd Locality: Frederick I Directions: 11 north to left on Welltown Rd to right on property. General Information j System Type Septic Tank Only and Aggregate Trench Daily Flow: 450 gallons Type of Property: Residential i Number of Bedrooms: 3 ` Sewer Line —!Distribution Box Information Existing f No. of Boxes: 1 _ I No. of Outlets: 8 Required to be watertight and level Conveyance Lrne /Force Main Inform Information I Header Line Information Existing — j Existing — - Septic Tank Inlet Outlet Structure _ i Percolation Lines and Absorption Area _ Capacity: Existing ( Existing The inlet structure shall be 1-2 inches higher than the outlet f structure and shall extend 6-8 inches below and 8-10 inches above the normal liquid level. The outlet structure shall extend; 35-40% below the normal liquid level and 8-10 inches above, j the normal liquid level. To comply with the maintenance i requirements of 12 VAC 5-610-817 the septic tank must be j provided with one of the following three options: 1) Inspection port, 2) Effluent filter, 3) Reduced maintenance tank { Please Note: Distribution Box required to be replaced. If any other failures found during construction by licensed septic installer, please contact the health department. Construction Drawing HD ID #: 69120186 Owner rirr or m,ation Wright's Renovation Phone: (540) 869-4617 2660 Welltown Rd Winchester, Virginia 22602 Construction Drawing drawing of sewage disposal system and topographic features to Winchester y MI I I Septic Tank I / 33 -A -13B ' I Not To Scale / I / I � I / Welltown Road I� This sewage disposal system construction permit is null and void if conditions are changed from those shown on the application or construction permit. No part of any installation may be covered or used until inspected, corrections made if necessary and the system is approved. The inspection will normally be made by the system designer, who may be an AOSE, PE, or EHS. Any part of any installation which has been covered prior to approval shall be uncovered, ifpetessary, upon direction of the Department or the system designer. , /` July 18, 2012 January 18, 2014 n D. YosVE SS Issue Date Expiration Date Septic Repair Permit Attachment: NOTE: ISSUANCE OF A SEPTIC REPAIR PERMIT DOES NOT GUARENTEE THE FUTURE SATISFACTORY PERFORMANCE OF A SEPTIC SYSTEM. IF A REPAIRED SEPTIC SYSTEM FAILS TO WORK PROPERLY ON A YEAR-ROUND BASIS, FURTHER CORRECTION TO THE SYSTEM MAY BE REQUIRED. THE OWNER IS RESPONSIBLE FOR OBTAINING A HEALTH DEPARTMENT PERMIT FOR ANY FUTURE MALFUNCTIONS THAT REQUIRE REPAIR. When repairing a failed onsite sewage disposal system, protection of the public is the overriding concern. Failing septic systems may cause serious health threats to your family and neighbors, degrade the environment, and pollute water sources and supplies. Be alert to these warning signs of a failing septic system: - Sewage surfacing in the drainfield area or area extremely saturated - Sewage backups in the house or slow draining - Sewage odors Septic systems must be maintained regularly to work efficiently. Neglect or abuse can cause failure. Here are some tips to consider and apply: • Know the location of your septic system components (create a sketch) and keep accurate records of all maintenance on the system. • Have your tank pumped every 3 to 5 years to remove solids build up. • Practice water conservation by using water saving fixtures, repairing leaking faucets and toilets, running washing machines and dishwashers only when full and spreading out the uses over several days, and avoid long showers. • Divert all other water sources away from drainfield area such as roof gutters, foundation drains, water treatment equipment, sump pumps, and jacuzzi's/hot tubs, as well as surface water and drainage ditches from roads, culverts, and driveways. • Be sure none of the above mentioned items are plumbed into your drainfield. • Do not disturb the drainfield area by parking or driving on area, digging ditches in area for utility lines, pools, etc., and do not build any structures on area. • Maintain surface area of drainfield by reseeding with grass if needed, keep area mowed and do not allow large trees to grow on or around area, fill low areas, and "turtle back" the drainfield to ensure surface water drainage away from area. • Frequent parties or large gatherings may overload the septic system. The septic system is designed to handle normal daily household use. (Use Portable Toilets) • Do not put chemicals, non -degradable materials, or septic tank additives into your septic system. These products may kill the beneficial bacteria needed for treatment. 06 F08 Building Sketch Rec# 27765 1 Map 33 A 13B Name: RITTER SHANNON K & SUE ANN Sections: Sq Ft: Story: A BASE 1463 1.00 B DECK 128 1.00 C POR 21 1.00 D SPOR 288 1.00 F DECK 120 1.00 F1 Retrn F3 Exit F12 Next R# F2 NA F16 OI F10 Des F11 Val Property Card Inquiry STONEWALL +-10---+---------24-----+ I I I I I I I I I I FI t +----10+------24--------+-------------+ +----+ D I I I I 1 I I 6 2 I I 8 1 I I 6 BI I I I IA +---+ +-------19----+---+----------28-------+