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HomeMy WebLinkAboutCA2025-82A Future With A Past 6 February 2026 Kelly & James Clements 2513 Ralston Trophy Club, Texas 76262 RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS #CA25-82 HISTORIC 1955 G. W. MOORE HOUSE D. E. BOX ADDITION RESIDENTIAL HISTORIC DISTRICT #HL10-09, ORDINANCE #2011-58 JAMES AND KELLY CLEMENTS, OWNERS 807 EAST WORTH STREET GRAPEVINE, TEXAS 76051 This letter confirms on January 28, 2026 the Historic Preservation Commission approved with conditions Certificate of Appropriateness #CA25-82 for the property located at 807 East Worth Street, legally described as Block 5, Lot 16, D. E. Box Addition, City of Grapevine to the Grapevine Historic Preservation Ordinance 91-73 (Appendix G — Grapevine Code of Ordinances), as amended for the following items: 1. Demolish the existing 2,009 square foot house and construct a new 3,450 square foot house replicating the original house, with a one-story addition of living space to the rear and a 650 square foot attached three -car garage accessed from Ruth Street; with the condition approval is obtained from Board of Zoning Adjustment to allow for the existing side yard building setback conditions of the existing house to remain; the existing driveway curb cut is removed and new driveway permit is approved for a curb cut is constructed for access from Ruth Street to the new attached garage; the existing exterior brick of the house is removed, cleaned and reinstalled on the street facing elevations of the house; a permit be obtained from the Building Department and all exterior materials, finishes, paint colors, doors and hardware, windows and exterior light fixtures are required to be approved on a separate Certificate(s) of Appropriateness. An approved Certificate of Appropriateness is not an approved building permit; a building permit is / is not required. Contact the City of Grapevine's Building Department at 817.410.3165 for fees and information regarding permits. Thank you, .J David Klempin Historic Preservation Officer THE CITY OF GRAPEVINE HISTORIC PRESERVATION •.636 South Main Street • Grapevine, Texas • 76051 • Phone 817/410-3197 Fax Number 817/410-3125 CERTIFICATE OF APPROPRIATENESS APPLICATION Date 11/21/2025 Property Owner Name, Address & Phone Number 807 E. Worth Street Grapevine, TX 76051 Phone: Mobile: Email: Property Address (include any suite number) 807 E. Worth Street Grapevine, TX 76051 Number!C2rj g Applicant Name, Address & Phone Number Kelly & James Clements 807 E. Worth Street Grapevine, TX 76051 a I/Lo ett t �1.. Phone: Mobile Email: Leqal Description Block 5 Lot 16 Subdivision D.E. Box Addition Tenant Name/Occupancy/Use Kelly & James Clements / Owner Occupancy / Residential Real Estate Request/Description of Work to Be Done We will be carefully salvaging and reusing the existing exterior masonry. The remaining structure - including I , a I 17 ill be carefully uimiiauucu. uic new nUnic ww uc leuwu nl ule Ullylndl IUUipnnt, wan ine sheer-Tacing elevations reconstruct till 1*9t thdpmr appearance using the salvaged masonry and original window locations. All street -facing windows will replicate the orignal style as closely as window products allow. Drawings/Sketches Attached as Yes 0 No Material Sample(s) Attached (please list) N/A Photographs Attached jo Current 0 Historic l hereby certify that this information is correct to the best of my knowledge and that the said work will be done in conformance with all submissions herein set forth, and in compliance with the City of Grapevine's Historic Overlay District Ordinances and Building Codes. APPROVAL OF A CERTIFICATE OF APPROPRIATENESS DOES NOT CONSTITUTE APPROVAL OF OTHER REQUIRED BUILDING P RM/TS. Signed x Print Name James Clements Owner or C5ntractor Office Use o Approved- Approved with Conditions: Staff H P CT:] x x Date wYt.(dCv:13 t :Y Building Official / THIS IS NOT A BUILDING PERMIT. A SEPARATE BUILDING PERMIT MUST BE FILED A APPROVY THEBUILDING DEPARTMENT BEFORE STARTING WORK. DELIVER TO: HISTORIC PRESERVATION DEPARTMENT 636 SOUTH MAIN STREET, GRAPEVINE, TEXAS i+x zs, ---.b n 2 02(e meeill9 RECEIVED NOV 2 4 2025 OFFICE 817-410-3556 ,NOV,2} 2025 l, 090 -WCA25 -32 This form must be completed for NEW CONSTRUCTION, ADDITIONS AND RENOVATIONS SITE & BUILDING PLAN REQUIREMENTS Reference: Ordinance No. 2013-23 www.grapevinetexas.gov/documentcenter/view/881 The following information is required for properties with Historic Landmark Subdistrict Overlays and within the Historic Grapevine Township District to make application for new construction, additions and renovations. Historic Preservation Officer Consultation Date: Time: 3 d z> Cni (817.410.3197 817.410.3185) 1. Survey Plan Yes 2. Site Plan Yes 3. Floor Plans Yes 4. Elevations Yes 5. Roof Plan Yes Yes 6. Street Facing Elevatlon5_(of proposed structure with building elevations of structures on adjacent properties.) 7. Photographs Yes (of all four elevations for any building or structure to be altered or demolished.) 8. Foundation Plan No )J r.� a 5 -,, e, rd,; µ o a T'i ) J 9. HistoricPreservationPlan a 5c- >;ui'lr".-1S 43a 5'j2�6-f rAc,%� i':� -ricciS, i ly, 9 4,+ Property Lot Size 4-0-51a& Square Feet Building Size (not less than 1,200 sq. ft. or greater than 3,400 sq. ft.) Approx. 3,450 SF Building Coverage (40% max) Building Height (35 ft. max) 17 ft. Garage (Detached 500 sq. ft. max) N/A Garage (Attached is included within the 3,400 sq. ft. max) 650 SF Storage Shed (200 sq. ft. max) N/A For Commercial Uses: Impervious Area N/A % of Lot Parking Spaces N/A ADA Parking Spaces N/A Easements N/A Board of Zoning & Adjustment approval PLEASE NOTE: A SCHEDULED CONSULTATION WITH THE HISTORIC PRESERVATION OFFICER IS SUGGESTED SIX (6) WEEKS PRIOR TO REVIEW BEFORE THE HISTORIC PRESERVATION COMMISSION WITH; 1) THE ABOVE INFORMATION COMPLETED; AND 2) ALL REQUIRED ATTACHMENTS COMPLETED. ALL NEW CONSTRUCTION & ADDITION REQUESTS MUST BE REVIEWED, COMPLETE AND IN COMPLIANCE WITH HISTORIC PRESERVATION ORDINACE No. 2013-23 TO BE DEEMED A SUBMITTED APPLICATION. NOV 212025 RECEIVED NOV 2 4 2025f1-- �A2 S-P qrA U Tarrant Appraisal District LOCATION Address: 807 E WORTH ST City: GRAPEVINE Georeferen ce: 3150-5-16 Subdivision: BOX, D E ADDITION Neighborhood Code: 3GO30K rtegjllytIagpd or type unknown This map, content, and location of property is provided by Google Services. PROPERTY DATA Legal Description: BOX, D E ADDITION Block 5 Lot Jurisdictions: CITY OF GRAPEVINE (011) TARRANT COUNTY (220) TARRANT COUNTY HOSPITAL (224) TARRANT COUNTY COLLEGE (225) GRAPEVINE-COLLEYVILLE ISD (906) State Code: A Year Built: 1955 Personal Property Account: N/A Agent: None Notice Sent Date: 4/15/2025 Notice Value: $591,826 Protest Deadline Date: 5/15/2025 +++ Rounded. Tarrant Appraisal District Property Information I PDF Account Number: 00252190 Latitude: 32.9379825862 Longitude:-97.0688295415 TAD Map: 2132-460 MAPSCO: TAR-028K Site Number: 00252190 Site Name: BOX, D E ADDITION-5-16 Site Class: Al - Residential - Single Family Parcels: 1 Approximate Size` `: 2,009 Percent Complete: 100% Land Sqft : 16,844 Land Acres : 0.3866 Pool: Y ' This represents one of a hierarchy of possible values ranked in the following order: Recorded, Computed, System, Calculated. OWNER INFORMATION Current Owner: CLEMENTS JAMES DEAN CLEMENTS KELLY KRISTOPHER Primary Owner Address: 807 E WORTH ST GRAPEVINE, TX 76051 Deed Date: 10/3/2025 Deed Volume: Deed Page: Instrument: D225186597 RECEIVED 11-24-2025 ;1„ / Page 1 NOV 2 4 2025 `�v *CA25$ TAD Tarrant Appraisal District VALUES Tarrant Appraisal District Property Information I PDF This information is intended for reference only and is subject to change. It may not accurately reflect the complete status of the account as actually carried in TAD's database. Tarrant County Tax Office Account Information. 2025 ImprovementYear $384,450 $207,376 $591,826 .. $490,738 2024 $384,450 $207,376 $591,826 $446,125 2023 $363,241 $227,376 $590,617 $405,568 2022 $241,992 $227,332 $469,324 $368,698 2021 $217,427 $227,332 $444,759 $335,180 2020 $222,237 $198,000 $420,237 $304,709 Pending indicates that the property record has not yet been completed for the indicated tax year. + Appraised value may be less than market value due to state -mandated limitations of value increases. EXEMPTIONS / SPECIAL APPRAISAL HOMESTEAD GENERAL 11.13(b) Tax Code 11.26 Adjustments Per Texas Property Tax Code Section 25.027, this website does not include exemption information indicating that a property owner is 65 years of age or older for unauthorized individuals. 11-24-2025 RECEIVED Page 2 NOV 2 4 2025�v MEMO TO: HISTORIC PRESERVATION COMMISSION ��1r FROM: DAVID KLEMPIN, HISTORIC PRESERVATION OFFICER ! ERICA MAROHNIC, DIRECTOR OF PLANNING SERVICES LARRY GRAY, BUILDING OFFICIAL MEETING DATE: WEDNESDAY, JANUARY 28, 2025 SUBJECT: CERTIFICATE OF APPROPRIATENESS #CA25-82 1955 G. W. MOORE HOUSE D. E. BOX ADDITION HISTORIC DISTRICT ORDINANCE #2011-58, #HL10-09 807 EAST WORTH STREET JAMES AND KELLY CLEMENTS, OWNERS RUSSELL MORAN, ARCHITECT/APPLICANT RECOMMENDATION: Staff recommends the Historic Preservation Commission approve with conditions Certificate of Appropriateness #CA25-82 for the property located at 807 East Wall Street, legally described as Block 5, Lot 16, D. E. Box Addition, City of Grapevine to the Grapevine Historic Preservation Ordinance 91-73 (Appendix G — Grapevine Code of Ordinances), as amended for the following items: 1. To demolish the existing 2,009 square foot house and construct a new 3,450 square foot house replicating the original house, with a one-story addition of living space to the rear and a 650 square foot attached three -car garage accessed from Ruth Street; with the condition approval is obtained from Board of Zoning Adjustment to allow for the existing side yard building setback conditions of the existing house to remain; the existing driveway curb cut is removed and new driveway permit is approved for a curb cut is constructed for access from Ruth Street to the new attached garage; the existing exterior brick of the house is removed, cleaned and reinstalled on the street facing elevations of the house; a permit be obtained from the Building Department and all exterior materials, finishes, paint colors, doors and hardware, windows and exterior light fixtures are required to be approved on a separate Certificate(s) of Appropriateness. BACKGROUND: Certificate of Appropriateness application #CA25-82 was submitted on November 21, 2025 by property owners James and Kelly Clements to construct an addition to the existing house and a new attached three -car garage. The existing 2,009 square foot house was constructed in 1955 as a speculative house. In the early 1960s the original attached two -car rear entry garage was enclosed as living space and a new laundry room and attached side entry garage was constructed to the rear of the house. The house was purchased in 1967 by Grapevine Fire Chief Bill Powers and his wife Maypearl and is where they raised their family and lived until their passing in 2024. The Clements purchased the house in 2025 to serve as their family home. They had been looking for a home in the historic Township area as their children attend Faith Christian U:\Historic Preservation Commission\CAs\2026 CA\CA25-82.4.doc 807 East Worth Street.doc January 22, 2026 (2:02PM) School. They met with Historic Preservation staff on several occasions to plan for its renovation and restoration with plans for a new addition to the rear of the house and a new detached garage. Plans were prepared by architect Russell Moran for the renovation and additions. Further inspection of the existing house by a structural engineer confirmed the foundation of the house had failed and is not stable enough to allow for the proposed renovation project and the new addition. See attached documentation from the engineer and letter with evaluation and photographs from the applicant. The owner requests the Commission approve demolition of the existing house and foundation and to construct a new 3,450 square foot house replicating the original house, with an addition of living space to the rear and a new 650 square foot three -car attached garage. The lot is 16,844 square feet in size, with adequate space to allow for the proposed detached structure. The house living area including the attached three -car garage attached garage is 3,450 square feet in size. The building height is 17 feet. The building coverage of the lot is 26.4 percent of 40 percent maximum allowed coverage. Staff recommends approval of #CA25-82 to demolish the existing 1955 house and to construct a new 3,450 square foot house replicating the original house, with a one-story addition of living space to the rear and a 650 square foot attached three -car garage accessed from Ruth Street; with the condition approval is obtained from Board of Zoning Adjustment to allow for the existing side yard building setback conditions of the existing house to remain; the existing driveway curb cut is removed and new driveway permit is approved for a curb cut is constructed for access from Ruth Street to the new attached garage; the existing exterior brick of the house is removed, cleaned and reinstalled on the street facing elevations of the house; a permit be obtained from the Building Department and all exterior materials, finishes, paint colors, doors and hardware, windows and exterior light fixtures are required to be approved on a separate Certificate(s) of Appropriateness. U:\Historic Preservation Commission\CAs\2026 CA\CA25-82.4.doc 807 East Worth Street.doc January 22, 2026 (2:02PM) C�2,7 �-cr Z- REHABILITATION IS DEFINED as the act or process of making possible a compatible use for a property through repair, alterations and additions while preserving those portions or features which convey its historical, cultural or architectural values. 1. A property will be used as it was historically or be given a new use that requires minimal change to its distinctive materials, features, spaces and spatial relationships. 2. The historic character of a property will be retained and preserved. The removal of distinctive materials or alteration of features, spaces and spatial relationships that characterize a property will be avoided. 3. Each properly will be recognized as a physical record of its time, place and use. Changes that create a false sense of historical development, such as adding conjectural features or elements from other historic properties, will not be undertaken. 4. Changes to a property that have acquired historic significance in their own right will be retained and preserved. 5. Distinctive materials, features, finishes and construction techniques or examples of craftsmanship that characterize a property will be preserved. 6. Deteriorated historic features will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture and where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence. 7. Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. 8. Archeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken. 9. New additions, exterior alterations or related new construction will not destroy historic materials, features and spatial relationships that characterize the property. The new work will be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion and massing to protect the integrity of the property and its environment. 10. New additions and adjacent or related new construction will be undertaken in such manner that, if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. October 2025 fB41,�0 f' �����r aI ;r yY�l� 1 f•" �1 j r� �h ePAO ♦ . s1 l* �� it � t _.'I �� �•f ��; �.��. �,,0 ;, .� «i•�/'N.� _� � % � �� �� � F�� �i K�^'�"ai" l �"Y'�i•�, ,� R, 1�'fr���;y� 4'i�y ,( � drf h.iJ'' .� ..} '�r ,4� ,►?�'rl+1• " '••:�7 ��r�f,. _ k drip 000�— rt„ ,.,It' t �. � . ������ rd"�i�% �q�:P-�; ''��L� "",�P �.t�� . ''.r¢ s.'�ri ir7 � i •. y� sr`/T',. " 4, � �..•,,�� 'A': � a''�" •! Z, � .�4r irk �a:ii,dr � rf�ti ��" I �;! aQ.yty'�A�•o �'��� fir A--�� .���,¢��s `*�.�;� � �•; `., . � - 4�,7`�'.��{.! � �/ 1� SI �!• i • 5 fir. 'S �� ,.��''' A�� ��:�}.� 1 � �•• .. h ... f .,7`yti h •d -f 'I ♦ 'f;�tj t is 7,•'X{f' g t. mac^ � � ? a. t t3+3R,N�'+ t.:a: • , ��� ' .s_ .�C�J - �( ro � �s; 4 ��1p r�!/,�� y i�� �i1.•.+' .s. � . '/ t:�•'�» �r� ���34,/x� l ; r'Ie�/.f%�� 41 Pool AM B4�� � t•�,�"f �4F,{,y" cle 3, , 6 I�,�, f •5�3�]( 7' )1y 7�� .: •_. ,.+�.•i. ���I/f/i•- ..c�' s;�`�6cit'/B�� .Y,,p�d.• .i0.�b��M�its�'.�1"����_w'�i m■ � C!.— �+T • � Ifs �� �• �n1 � � • .�`• :� f 'all ..ice . ,.. 4 J t ■ I t - h: t a 1 y tpp t / . ... - � r . - e�k:.,i ,�.. Es�l ... �A�sA..ivr... �aSA::ti...i)'.y7''�f+•.�CS.._`f�.`+.i _. . Y �LV ..fix �^# 4 a A NNtl or r f b&m *CA-25-9 I Reference No: 2509120807 G.F. No: 2950816-DFW77 Title Co: FIRST AMERICAN TITLE Purchaser: JAMES DEAN CLEMENTS & KELLY KRISTOPHER CLEMENTS PROPERTY DESCRIPTION Lot 16, Block 5, D. E. BOX ADDITION, an addition to the City of Grapevine, Tarrant County, Texas, according to the map or plat thereof, recorded in Volume 388-D, Page 1, of the Map and/or Plat Records, Tarrant County, Texas. Residence protrudes over the 10 foot building setback line by 0.28 feet. SET CAPPED 5/8' IR w fN DIRECTIONAL CONTROL LINL 807 E WORTH STREET BOUNDARY LINE BUILDING —E— OVERHEAD UTILITIES —lf— FENCE BRICK p WOOD DECK W c� SCALE: 1 " = 30' 0 CONCRETE SURVEYORS CERTIFICATION I, DAVID J. ROSE, REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY TO FIRST AMERICAN TTRi INSURANCE COMPANY AND FIRST AMERICAN TITLE GUARANTY COMPANY THAT THIS SURVEY WAS MADE ON THE GROUND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE BOUNDARY LINES AND DIMENSIONS OF THE LAND INDICATED HEREON, AND THAT SAID PROPERTY HAS ACCESS TO AND FROM A DEDICATED ROADWAY, SAID PROPERTY BEING SUBJECT TO ANY AND ALL EASEMENTS, RESERVATIONS AND RESTRICTIONS THAT MAY BE OF RECORD, AND THAT ONLY THE EASEMENTS SHOWN ON THE REFERENCED PLAT OF RECORD, VISIBLE EASEMENTS AND THOSE OF WHICH THE SURVEYOR HAS BEEN GIVEN WRITTEN NOTICE FROM THE TIRE COMPANY ARE SHOWN ON THIS PLAT. SURVEYOR DID NOT ABSTRACT THIS PROPERTY, THIS SURVEY WAS PERFORMED EXCLUSIVELY FOR THE TITLE COMPANY AND PURCHASER SHOWN AND IS LICENSED FOR ONE SINGLE USE THIS SURVEY WILL BE VOID IS USED BY ANY OTHER PERSON OR FOR ANY OTHER PURPOSE. SURVEYOR BEARS NO RESPONSIBILITY FOR SAID USE Q T, L P f�OL I N E �� �j S U R V E Y" I N G LTD. �+o. ` www.prolinesurveyors.com LOT 15 388—D / 1 This survey is hereby accepted and approved. Purchaser Purchaser Date STATE FIRM REGISTRATION NUMBER 10193797 DAVID J. ROSE q 5448 In N O N �% ED O RECEIVED NOV 2 4 2025 Y4-- Ph# 817-276-1 148 Info@prollnesurveyors.com DRAWN BY. Pw TE.. 9_22_2025 © Proline Surveying, LTD. 2025 SURVEY CAN BE UPDATED FOR DISCOUNTED PRICE u •°=w:-1 < —1 Y,gy°w'" S78VWXRH8NL 3S�d1NuV8a1'a9�D13�a SVX31 'oNVId -VLL7Z3 m oWz '�. 1332LS HJ2I01L3 LOB 37'N33NNSI8AN N91�U 7YZ�9LM9A6a-1SO8GNL laod szzclano IdA�NY o IwW—� Nvaow -I-Iassflal i v w 0 CO Ut z J O Z w g w c� �o w w mOf rzw :z LL � 2w Z? SC�'JWQ a~�Iw0 w tR w mw ►- a F=U (xQ n zO U a U REC IVED DEC 3 2025 *CA 25 -8 Z N i n.1 �'viu`1y�°�a°�y:°<�W`0aiwe SVXHL '3NIAHdV2IJ Z996 tLN—VilZ 5vx- ONtlld F+� o pa "°' °': " ; , o„ 1332LLS HMOA 1SV3 Log BOOM aimamm S,MNTIO ianoo IVAOa land szzc �T F7N�ISaU iTV�67LY8�7fl1T-�1T1ZcJIDc�NY 1 �T oa _ Y = O p w °�" 0a •'� :wudu M 1� y � Q i'1L 1 1 �1 J J1 1Q N m � i v w t%7 u% (b uj Z z LU I O Z V a>z avC> d OLL1� ' N W Ul 9 U 0- NN W I— 0 u¢LLJ¢,���� 5 O O0LIJ, iap 5 U U w w g z �O O U CL U REPEIVED DEC2 3 2025 *CAZS g z SVif'''jj, ",3i1T[�'�ddH w zJ �Z 3ooLL � �� W m Z a. W LL LL W 0 0 ui a W LL F 12 R 0 c a 0. D!. Q II ee " a ¢w RE E � Z996-OLL-4lZ SYX31 ONYId w Z o iaaxa,s xyHor isv�. Lob ianoo lYAOa iaod sazc d VED - .� 2 3-202.5� #CA-215- gz W z oZ U , L�Lf Z Ir vs � C Z Z ? to � �- a i r n. a z0 0 0 VED - 2025 Ae-,A Z5 z CCM ENGINEERING 2570 FM 407 STE. 209 Highland Village, TX 75077 972.691.6633 TBPE FIRM #605 September 26, 2025 James Clements James.dean.clements@gmail.com RE: Initial Engineering Evaluation 807 E. Worth Street Grapevine, Texas To James Clements Per your request, our office evaluated the above referenced structure. The structure is supported by a concrete slab foundation. For the purpose of this report, the structure faces generally south. The intent of this evaluation is to formulate an opinion on the performance of the foundation. Elements of concern are safety, function, durability and habitability. Inadequate foundation performance may result from inadequate strength or insufficient stiffness. It appears that the house had an original attached garage, and this garage was enclosed at some point in the past. The house also has an addition where the foundation was extended to add the current utility and mud room and the two car garage. Numerous cosmetic cracks and separations were observed around the interior and interior of the home. These cracks indicate movement of the foundation. The interior floor elevations also show uneven deflections and movement of the foundation. This foundation is a concrete slab on grade. It has numerous large cracks and many of the cracks have a vertical and horizontal separation by as much as 1.5". A visual inspection of one 1/" wide crack shows that there is no reinforcing steel within the concrete slab. GPR scans (Ground Penetrating Radar) also show that there is no reinforcing steel in the slab. The drainage across the front and west side of the house is inadequate. Mainly because the elevation of the house foundation sits below the elevation of Worth Street. Storm water during heavy rainfall events flows into the front yard and up against the foundation. There are repairs along the front of the house where waterproofing and metal edging were added to reduce the amount of storm water that flowed into the house. There is a small storm inlet in Ruth Street near the front corner of the house. This inlet appears to be undersized. This means that stormwater in Ruth Street and E. Worth Street could overtop the curbs and flow into this yard. The required repair options to prevent storm water intrusion into the house would be to raise the foundation by 12" or more. A second option would be for the City of Grapevine to �Azs� z September 2, 2025 Page 2 RE: Initial Engineering Evaluation 807 E. Worth Street Grapevine, Texas design and install additional storm sewer inlets and pipes in Ruth Street to reduce the potential of storm water overtopping the curbs and flooding this house. The exterior grade beam of the original house foundation does have a standard depth that is approximately 20" deep. However, the utility room and garage addition does not have a standard depth grade beam. This beam is only approximately 12" deep and it structurally inadequate. The lack of any reinforcing steel creates a weak foundation. The addition foundation is not constructed adequately to support the existing structure. The original house foundation is also structurally inadequate due to the lack of reinforcing steel. It is the opinion of the engineer that repairs as noted below would be beneficial. RECOMMENDATIONS It is recommended that the following repairs be made: Foundation repairs are needed to raise and stabilize the foundation. But the foundation is substandard and is not strong enough to repair. Structural repairs to this foundation are not recommended and the foundation should be removed and replaced with a properly designed foundation. The utility room and garage addition foundation was not adequately constructed and is substandard. This part of the foundation also does not have adequate strength to be repaired. Drainage repairs are needed across the front yard and west side yard. It is recommended to remove the existing foundation and re -construct a new foundation at a higher elevation. If the existing foundation is to remain, it will be necessary to remove approximately 12" of soil in the front yard and partially along the west side yard, then create a 6" to 8" deep drainage swale that channels water from the front yard into the west side yard, then into the existing storm inlet in Ruth Street. But if during heavy rainfall events, water overtops the street curbs, this house will still flood. The best option is to remove and re -construct the house at a higher elevation. SUMMARY The original house foundation has no reinforcing steel and is not adequately constructed to support the house. The utility room and garage addition has no reinforcing steel and this part of the exterior grade beams do not have adequate depths or strength to adequately support the structure. The original house foundation and the utility and garage addition were not properly constructed and repairs to the foundation are not feasible. Both should be removed and replaced with a properly design foundation. The original house foundation was constructed below the street level of Worth Street and storm water appears to flow into the house during heavy rainfall events. The new foundation should be constructed a minimum of 12" higher than the current slab. G 2L z September 2, 2025 W Page 3 RE: Initial Engineering Evaluation 807 E. Worth Street Grapevine, Texas See the attached exhibits showing the foundation elevations and the GPR scans. General Notes General notes are intended to assist with the implementation of any recommended repairs. If no repairs are recommended, these notes may not apply. Contractor to locate all underground and overhead utilities. Our office should be contacted with any conflicts. We are not responsible for damage to existing utilities. Foundation movement can be caused by seasonal variations in the moisture content of the soil. A consistent foundation watering program should be implemented on all structures to minimize foundation movements. During dry seasons of the year, soil should be watered evenly. Water should flow away from the foundation at all times. Drainage improvements, if recommended, should be installed so that water drains away from the foundation and no ponding water remains. The areas surrounding any proposed drains should be regraded to ensure that the affected area is captured by the drainage system. Drainage improvements may be altered as needed to ensure proper functionality. The information included herein is based on the opinion of the engineer and is for informational purposes only. Limitations of Liability: This evaluation was conducted in accordance with generally accepted practices and procedures. Recommendations, if any, are intended to be the most cost effective and practical solution to common problems. Underpinning will not improve the performance of the foundation in non -underpinned areas. Most structures are not constructed with the ability to perform as a structurally suspended slab; therefore, installed piers will not prevent adjacent exterior or interior areas from settling. Further analysis may be performed if desired. Soil borings may also provide additional information regarding underlying soil conditions. If further evaluation is desired; soil data may be obtained from a geotechnical testing facility and provided to this office. Locations of existing repairs, if any, are approximate and based off data provided to this office. This report does not guarantee the quality or exact locations of any existing repairs. The behavior of the subject foundation and soil area was considered up to the evaluation date. Other problems may become evident as the seasons and climatic conditions change. Such problems or the advent of additional information may be reason to revise the report. ©/L September 2, 2025 Page 4 RE: Initial Engineering Evaluation 807 E. Worth Street Grapevine, Texas If you have questions or require additional information, please contact this office. Sincerely, Cody D. Crannell, P.E. * ................ .*... TBPE FIRM #605 •••.• 9/2/2025 CJO >L-- i � L� �r.' 9 � • 9' _ � k• 807 E Worth Street • I ,,,fir,.. 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