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HomeMy WebLinkAboutAsBuilt Geology Rough Grade Report � ��� � � � � � ��s� �����alta��� Over 50 Years of Dedication in Geotechnica! Eng�neer��g a.^.d Er.vi: �r,me ;,„; J�ICIICC$ � � , � ��-BdJl6 � �EO� 0��, ftQ!l�E� �F€�.E3lRl� S .� G�C� � �C�li�l��4� DESi�i� �►f�� �E7i�� � �UC � i�F� RECOMMEND�TIDf� RcPOR� Tracts No. 24188, 24188-2, and 2418�-3 ' ��see� Del Soi Naster Planned Community Teme�ula, California � r � � s Prepared For: ' NewEan� �os�munifies 273g3 Ynez Poad, Suite 2�3 I Temecufa, California Converse Project I�io. 9g-81-112-53 ' March 6, 2003 � � '� �,,,,,� o � 10391 Corporate Drive, �tedlands, California 92374 ""yCed Telephone: (909) 796-0544 t� Facsimile: (909) 796-7675 �� e-mail: redlands@converseconsultants.com Fao« � �e� � ��1V�r�� ����U���61tS 1 \� Over 50 Years of Dedication in Geotechnical Engineering and Environmental Sciences � � �� March 6, 2003 Mr. Jim Stewart 1 Director of Engineering - Nevvland Communities 27393 Ynez Road, Suite 253 i Temecula, CA 92591 1 Subject: A�-BUIL � vEOLOGY, r'�OUGH GRADING. GEOTEi,HIy!C;,GI_ DcSIG(ti AND CONSTRUCTION RECOMMEiVQATEON REPOFZT Tracts No. 24188, 24188-2, and 2418�-3 � Paseo Del Sol Master Planned Communiiy- Temecula, California Converse Project No. 99-8i-112-53 i � Dear Mr. Stewart: ' Converse Consultants (Converse) has prepared this repert to preserit the results of our geotechnical/geology observations, field density and laboratory tesf:ing perfurrr�e�i during rough/mass grading of the tracts No. 24188, 24188-2 and 24188-3 in trie P�aseo Del Sol Master Planned Community, TemECUla, Cafifornia. These services w�r� , performed in accordance with our proposal dated February 11, 1�99. ' Field density tests were performed in accordance with the ASTM Stanc!�rd D15�6-00 (Sarid Cone) and D2922-96 (Nuclear Gauge) test methods to determin� tf �e in-place density of compacted fill soils. The approximate test locations are plotted on Drav��ings � Na. 1 through 7, Field Density Test Locations. I��sults of the field density tests performed during rough/mass grading are summa� ized in Tabl� No. A-1, Sumrr�arv of F�ield Density Test Results, in Appendix A, Summary of Field Uensity Test Results. I Laboratory testing performed during rough/mass g;adinq incEuded tests io deterrnine maximum dry density and optimum moisture relationshi�s c�f the soi!s used a; ' cornpacted fill in accordance with the ASTM Standard D1557-OG test method. The results of these laboratory tests are summarized in Table Na. B-1, Summary of Lahoratory Maximum Dry Density and O�trmum Moisture Content Test Results, in � Appenr�ix E, Laboratory Testing Program. � � 10391 Corporate Drive, Redlands, Califomia 92374 w,��<d �� � Reoyo Telephone (909) 796-0544 @ Facsimile (909) 796-7675 � e-mail ccieconv�aol.com aao�, � As-built Geology and Rough Grading Report � TractNos. 24188, 24188-2, and 24188-3 Paseo Del Soi Master Planned Community Temecula, California i�aiCil Fi, 2��.�i � Page ii Based on the results of our field observation, in-place density and laboratory testing, it is our opinion that the earthwork associated with the rough/mass grading , of the subject Tracts has been completed in substantial compliance with the project plans and specifications. , We appreciate this opportunity to be of continued service to the Newland Communities. If you have any questions, o� need ad�itional information �lease da not hesitate to contact us at (909) 796-0544. , �OIVVEF2SE CONSUL�AfV�S .� , � �y , Hashmi S. E. Quazi, Ph.D., P. E. Senior Vice President/f�rincipai Engineer , Dist.: 5/Addressee � HSQ/WHC/bag ' 1 i t 1 1 � � � � Converse Consultants ' CCI E NT10FF I CE\J OBFILE\ 1999\81 \99-112\99112-53.asb � As-Built Geology and Rough Grading Report - Tract Nos. 24188, 24188-2, and 24188-3 � Paseo Del Sol Master Planned Community Temecula, California March 6, 2003 � Fage iii PROFESSIONAL CERTIFICATIOfV � This report has been prepared by the staff of Converse Consulianis (Converse) under the supervision of the registered engineer and engineering geologist whose seals and signatures appea; hereon. 1 The findings, conclusions re��mmendations, or professional opinions present2d in this � report were prepared in accordance with generally accepted professional engineering and engineering gAol�y:c �r;�ciples and practice ir effect in ��uthe; n �alifcr��a at this time. There is no other warranty, either expressed or implied. � � - � � ] -� - -- � ..i' ��,: .�'� �� .. _ ��' �J� � ��^ . �'. � ,�'^ 4 - � _.i.�,.:_ '� �: 1 �� � / % =�� Roy J.`'Ru�hing, C.E.G. ...---.,, Senior Geologist ���� j '� �\ J� � � /� u � uTy� / y ,_ ° � • /� u : r7 ' �'' � h ' `��\. � �l"'I � ��G--- � G.9 CI) � �s Pdr.. 108� '—; �"1'+ eriP. :—_ '-"'�,,�� � �� <I'a`� l � / �'.� �fr. ,. L` �a� : % � �, �,� � �'— � ,.��'�C ("`.� �� ,+��, `,�'=" .�/�cti'.%'V?_ cr.. �,�}�.°'�"��i31�r ., : .� ` f �� ��� _.,�� ` y _ _.... � ,� . _ • �..`t. ' r Ff '/�� '�' �' �— �� �' � 3 � �.�Li �Gt. i��c` c.9 ; � �� � William H. Chu ���°� ��� � Princ �, �-r l i � pal Engineer, G.E. �� �. t'`• ;"� ` k v �, �;_,�, � . -, ;a t�.� a' t, 1 n°• � �. � � ��� �`���. �w�:: � r� a'"^�:::..�;,.� ::. ' , � � Converse Consultants CCIENT�OFFICEIJOBFILE\1999\81 \99-112\99112-30.asb t � As-Built Geology and Rough Grading Report Tract Nos. 24188, 24188-2, and 24188-3 � Paseo Del Sol Master Planned Community Temecula, California March 6, 2003 � Page iv TA��E OF CONTEIVTS � �.a ����o��c�ro� i ?.o ���.���� �Fs������N i � 2.1 GENERAL j � 2.2 PROYOSE� DEVEi,�Fi�EN � � 2.3 SITE GRADING /EARTNWORK REQUIREMENTS/RECUMMENDATIONS 2 3.0 S�O�'E OF' VE�OI�K 4 ' 3.1 FIELD OBSERVATION AND IN-PLACE DENSITY TESTING 4 3.2 LABORATORY TESTING �. , 3.3 DATA EVALUATION AND REPORT PREPARATION $ , 4.0 SI'�'E GE�LOG�' AN� GR�LTN�V��'I'�� 5 4.1 GEOLOGIC SETTING 5 � 4.2 PREGRADING GEOLOGIC CONDITIONS 6 4.3 GEOLOGIC CONDITIONS OBSERVED DURING GRADING 6 4.4 GROUNDWATER 6 r 5.0 FA�JLTING ANI) SEISMICIT�' � I S.1 FAULTING ( $.2 SEiSMICITY 7 6.0 �IZADING AND EAIt'I'I�WOY� '7 ' 6.1 GENERAL '] 7.0 F�E�.D DENSI�'Y AND I,A�Og2ATORY T'EST �SUI.'I'S 8 � 7.1 FIELD DENSITY 7'EST RESULTS � 7.2 LABORATORY TEST RESULTS 9 � 8.0 DESdGN ANI) CONSTR�JC'I'ION Y�COIVINYENDATflON 9 g.l BUILDING FOUNDATION AND RETAINING WALLS 9 � g.2 SLABS-ON-GRADE j 1 8.3 SEISMIC DESIGN PARAMETERS 13 8.4 FLEXIBLE PAVEMENT SECTIONS 13 � 8.5 CONCRETE WALICS, DRIVEWAYS, ACCESS RAMPS, CURB AND GUTTER 14 8.6 CORROSION PROTECTION 15 � 9.0 CON�I,USIONS �� � � , � Converse Consultants CCIENT�OFFICE\JOBFILE\1999\81 \99-112\99112-3G.asb , ' As-Built Geology and Rough Grading Report Tract Nos. 24188, 24188-2, and 24188-3 e Paseo Del Sol Master Planned Community Temecula, California March 6, 2003 � Page v 10.0 �.I1VII�'ATIONS � 7 � 11.0 REFEItENCES 19 ' ��f�.f�S 1 � i 00�J Following Page No. � Fiyu�e Na. i, Siie Locaiior ►viap .................................................................................. i 1 TABLES Table No. 1, Suggested Guidelines for Design & Construction of Foundations and � S/abs-on-Grade for One- and Two-Story Residential Buildings ................12 Table No. 2, Recommended Pavement Sections .................................................14 ' � Drawings No. 1 through 7, Field Density Test Locations .....................In Map Pockets APPENDICES � Appendix A ......................:...:.............:.............. Summary of Field Density Test Results Appendix B .........................................................................Laboratory Testing Program ' Appendix C .........................................................................Soi( Corrosivity Study � ' � ' ' ' ' � �� Converse Consultants CC I ENT�OFFI CE\JOBF ILE\1999\81 \99-112\99112-30.asb I ' As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 ' Paseo Del Sol Master Planned Community ?emecula, Galifornia March 6, 2003 Page 1 , ,g p p eq -g- E.0 �I�O�R���J�r 9 I�7�9 ' This report contains the results of eotechnical field observations in- lace densit and g , p Y laboratory testing, geotechnical design and construction recommendations performed � during rough/mass grading of Lots No. 1 through 73 of Tract 24188, Lots No. 1 through 11 � of Tract 24 � 8&-2, and L�±s No. � throug� 100 of � ract 2� � 8�-3 ir� t �e Fase� Del Sol Master Planned Community, in Temecula, California. 1 Earthwork associated with the rough/mass grading was performed by TNT Grading Inc., ' from July through October 2002. Rough/mass grading was performed in accordance with the requirements and recommendations set forth in the project rough/mass grading plans prepared by the Keith Companies, grading requirements of the County of � Riverside, Appendix Chapter 33 of the Uniform Building Code (UBC, 1997} and the geotechnica! report lis±e� below: ' "Geotechnical lnvestigation Report, Tracts 24136, 24987, 24988, and 25418, Paseo Del Sol Master Planned Community, City of Temecula, California'; prepared by Converse Consultants, dated May 6, 1999, Project No. 99-81-112-01. , This re ort was re ared for the ro'ect de cri p p p p � s bed herein and was intended for the sole ' use of Newland Communities and its authorized agent(s). It may not contain sufficient information for use by others and/or for any other purposes. � 2.0 PFtOJECT DESCF2IPTIOIV � 2.1 General Prior to grading, the subject tracts consisted of undeveloped but partially disturbed land , situated in an unincorporated area of Riverside County, California, as shown in Figure No. 1, Site Location Map. The proposed Tracts are bound on the north by Pauba Road, � on the east by Butterfield Road, on the south by Meadows Drive, and on the wesf by Meadows Parkway. The topography at the site was characterized by a series of well rounded gently sloping hills that descended from approximately 1335 feet MSL in the � northeast corner to approximately 1180 feet MSL in the southwest corner. A well- defined east-west-draining channel divided the site. Fill soils associated with the grading within the site have been observed. by Converse. The northwest corner of the ' site also included pre-existing certified fill areas. The southern-most valley fill area was covered with loose fill soils that contained construction debris. Vegetation consisted ' � Converse Consultants CCIENTIOFFICE\JOBFILE�2001 \81 \01-265\01265-30.asb � ' � , � � i v COP, ONA c � a � � � � � � /� � -, , � o D, � . �a�G T � �., � �;, , � � � ' , I �`�� l ' p� � -� �� AN `��, � � T -� � � PROJECT I � � �- � � Sf T� � � �` ° I . p A UBq R � c,� o . 1 , City or Temecula ,.,�. �n DE PoRTQ CA�IPANULA WAY , 79 t � � E ylGHW�Y t � TO Sa.P�1 Di�Gr� !i ��I�� � 6 �/"1� I NOT TO SCALE � � SITE LOCATION MAP O PASEO DEL SOL MASTER PLANNED COMMUNITI' S� Pro)ect No. Not To Scale Temecula, California Date 99-81-112-53 March, 2003 ' Prepared by Figure No. For: Newfands Communities KQ Checked by � Converse Consultants �T 1 , Approved by RJR � , As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 � Paseo Del Sol Master Planned Community Temecula, California March 6, 2003 � Page 2 primarily of grasses and tumbleweeds, with some shrubs in the hilly regions. A few trees were located adjacent to the channel. ' �.� �� o,�os€��° Je�e6�Rrrse,7E � � o epm,.nt of the subiect property is �r��c�sed a� si�,glF-f���!;; residentia( ho�,:sin� tracts. It is our understanding that the development will include construction of one , �n�i/�r tw�_ctnn� cin�l�_f�rpily roS�uloR�°S �flu �SSCCIBteu C�; IVE6ti'a j/S, Sti 2v�tS Witi i i,lii �3�, gutters, sidewalks, and above and underground utilities. The residences are fikely to be I of wood-frame anci stucco construction founded on continuous andior isolated footing foundations with slab-on-grade. ' Based on the grading plans provided by the Keith Companies, entitfed "Tract No. 2418�- 2, Rough Graciing", dated 5/29/02 Sheet No. 1, 4/22/02 Sheets No. 3 4, 6, and 9, 5/30/02 Sheet Nos. 2, 5, 7, and 8, and 5/31/02 Sheets No. 10, 11, and 12, cut- and fill-slopes ' within .the subject lots were planned to be constructed at gradients no steeper than 2:1 horizontal:verti�al (H:V}. The maximum removal depth was on the order of approximately 25 feet, and the maximum fill thickness is on the order of approximately 44 feet. A natural � drainage valley is to remain undeveloped. � Information on anticipated subsurface conditions and recommendations for tract development including earthwork, were provided by the above-referenced geotechnica! report. , 2.3 Site Grading /Earthwork Requirements/Recommendations � Site grading was performed in accordance with the development requirements set forth in the above-referenced rough/mass grading plans. Based on the grading plans and the existing ground surface elevations, site grading involved cut within portions of the tracts, � and using the soil cuttings compacted as fill within other portions of the tract. The natural grade of the terrain is shown in the set of above referenced drawings by the Keith Companies. Proposed final grades are also shown in each drawing. ' The ro'ect Geotec " . P 1 hn�cal Invest�gat�on Report, referenced in Section 1.0, Introduct�on, � contains site-specific grading and earthwork recommendations�The recommendations from the report are summarized as follows: ' � � � Converse Consultants CCIENTIOFFICE\JOBFILE�2001 \81 \01-265\01265-30.asb , , As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 Paseo Del Sol Master Planned Community Temecula, Califomia March 6, 2003 � Page 3 � Surface trash, vegetation and other organic materiais should be removed from the grading area. Organic matter resuiting from the clearing and grubbing should � be hauled off-sitp. � c T�e surficiai saii and loose shailow colluvial soils shauid be removeci to bearock oy ' stripping during grading. These soils vary in thickness from 3 to 11 feet. Artificial fi[I� are presPnt �ithin thP �a�t-v��e�t �rainage. Tt�e road fl! sl���s for �,�lea�ov��s Parkway, Pauba Road, and Butterfield Stage Road will require overexcavation and � �e���CB�T'1E^� aS ��mpacte� iiii. TilB t2T�3�iai)i uai,�-Ci.ii Sii�Nc �uiiiiyi.liail0ii adjacent to these roadways will be dependent upon exisfing utilities, height of , slope and proposed final grades. Artificial fills placed as part of Paseo Del Sol grading will require overexcavation of the approximately upper two (2) feet of soils disturbed by erosion; vegetation and/or deposits of undocumented fill. Existing O fill/natural contacts are anticipated to require excavation up to 6 feet io remove colluvial soils adiacent to compacted fill. , g The cut and/or fill transition lots should be over-excavated to provide at least three (3) feet of compacted fill over the entire pad. � • Proposed fills shall be placed on competent subgrade soils as determined by representatives from the geotechnical consultant. ' � After removal of unsuitable materials, subgrade soil surFaces that will receive compacted fills shall be scarified to a depth of at feast twelve (12) inches. The � scarified soils shall be moisture-conditioned within two percent of optimum and compacted to at least 90 percent relative compaction as per ASTM Standard D1557-00 test method. � m Soils removed during excavation procedures may be utilized as com acted fil! p , provided they have been cleaneci of organic and other deleterious matter. , o Fill shall be placed in suitable lifts, with lift thickness modified as necessa ry to achieve adequate compaction. Fill should be compacted mechanically ' throughout to the specified density at or above the opfimum moisture content. � All fill shall be compacted to a relative compaction of at least 90 percent as per ' ASTM Standard D1557-00 test method. If the thickness of structural fill is more than 20 feet, we recommend that the upper 20 feet of fill be compacted to at � least 90 percent relative compaction and that the remainder of the fill befow 20 1 ��� Converse Consultants CCI E NlIOFF I CE\J OBr= I LE�2001 \81 \01-265\01265-30.asb ' ' As-Built Geology and Rough Grading Report � Tracts No. 24188, 24188-2, and 24188-3 � Paseo Del Sol Master Planned Community Te�ecula, Cafifomia March 6, 2003 ' Page 4 feet be compacted to 95 percent relative compaction as per ASTM Standard D1557-91. � � rill laced over cut p s l o p e s o r n a t u r a l s l o p e s s h a l l b e b e n c h e d i n t o u n y i e l d i n g ' �c�rock or native s�i�. 6(�-��a�e densit� ar� moi�tu�e c� ��te�i af thv cor�r�ct?� rill soils sf ��I� �.e , measured in accordance with the ASTM Standard D1556-00 and/or ASTM u����-av i�S� iil�iiioG if a flEiu u�ilSii`y' tesi siiOws iesS iiiuii �i12 i@`auii6'u minimum relative compaction or moisture more or less than within the specified � range, aciditional compaction efforts or moisture conciitioning shal( be appfied to the fill volume represented by the failing test until a subsequent field density test shows passing results. ' • All cut slopes remaining at the site should be over-excavated and reQlaced with compacted fill, as directed by Newland Communities. Geologic observation of all � cut slopes should be conducted during grading to observe if any adversely oriented planes of weakness are present. � 0 Fill slopes should be constructed no steeper than 2:1 H:V and should be properly compacted out to slope face. This may either be achieved by either over building ' and cutting back to the compacted core or by utilizing other methods that meet the intent of the project specifications. ' 3.0 SCOPE O� UVOR� � 3.9 Field Observation and ln- face Densit �estin P Y 9 t Full-time observation of grading and field density tesfing of compacted fill soils were performed by Converse soil technicians working under the supervision of the project , engineer and geologist. Our scope of work afso included providing necessary geotechnical consultation services during rough/mass grading. ' 3.2 Laboratory Testing Our scope of work during rough/mass grading included laboratory maximum � density/optimum moisture tests to evaluate the dry density and moisture content � � �� Converse Consultants CCI ENT\OFFICEIJOBFILE�2001 \81101-265101265-30.asb � , As-Built Geolo and gy Rough Grading Report Tracts No. 2418£3, 24188-2, and 24188-3 , Paseo Del Soi Master Planned Community Temecula, Califomia March 6, 2003 Page 5 � relationships of the fill soils. The results of these laba�atory tests were utifized in the evaluation of the in-place density of the compacted fills. ' Additional laboratory tests including sieve analysis, sand e uivalent direct she q , a r, co^�oli�ation, corrosivity, R-valu�, a�d expansio►� index were peROrmed on � representative sampfes retrieved at the completion of rough/mass grading. 3.3 Data Evaluation and Report Preparation , The lea d field technrcian and pro�ect engineer examined data obtained during field � density testing for the purposes oT qua(ity assurance/control. The results of laboratory tests were analyzed and evaluated for relevant engineering parameters. This report was prepared to summarize field observations, results of geologic mapping, and field � density and laboratory testing. Results of additional faboratory testing, data anafysislinterpretation, geotechnical ' design parameters and construction recommendations for building foundations, slabs- on-grade, and associated facilities are provided in this report. O 4.0 S6T� GEOLOE�Y AIVD GROUND1lVi4TER � A general description of the regional and site-specific geologic hazards was presented in the above-referenced geotechnical investigation report. A portion of the discussions is presented herein for continuity. Presented also in this section is a description of the ' subsurface conditions, various materials and groundwater conditions encountered at the site during geotechnical investigation and grading. � 4. � Geologic Setting The site is situated within the Peninsular Ranges Geomorphic Province of Southern ' California, which is an area that extends from the San Gabriel Mountains southeasterfy into �aja, California, Mexico. This geomorphic province is characterized by northwesterly trending mountain ranges bounded by systems of northwesterly trending faults and � alluvial-filled basins. The project area lies along the southwestern edge of the Perris Block, a northwest-trending structural block that lies between the Elsinore Fault Zone on � the southwest and the San Jacinto Fault Zone on the northwest. The Perris Block is characterized by Mesozoic metamorphic and plutonic rock and Cenozoic sedimentary and volcanic rock formations that form hills of low to moderate relief. The subject site is ' underlain by late Pleistocene Pauba Formation- siltstone, sandstone and conglomerate which crops out nearly continuously for more than three miles in the lower Pauba Valley. � � Converse Consultants CCI E NT�OFF I CE\JOBFI LE�2001 \81 \01-265\01265-3U.asb � , As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 , Paseo Del Sol Master Planned Community Temecula, California March 6, 2003 Page 6 ' 4.2 �e�ega Geofogic Conditions ' i he project site was underlain by residual so�ls, alluvium and s�dimentary bedrock (Pauba formation) near surface and at depth. t 4.3 Geofogic Conditioreg Obsenred During �rading Residual and alluvium soils were encountered within the project site, as anticipated. ' Ti ic5c i i �ai8i icaiS C�ilSiSt2u fii S1iiy Sail�S, Sai iuy SiifS aiu �iaj/S. i vv2i c i 2iYii)V2u i^v competent soils or bedrock prior to placement of compacted fill. , Sedimentary bedrock underfies the soil and alfuvium at depth and is also exposed in outcrops at the ground surface. � No unusual or unanticipated aAoloaic conditions were encountered during grading. � 4.4 Groundvvater As reported in the referenced preliminary geotechnical investigation report, groundwater ' was encountered in the exploratory borings drilled during the previous investigations performed by Converse. These borings were lo�ated within the topographically low-lying ' alluvial areas. Depths to groundwater as encountered in the exploratory borings at the time of drilling range between 18 and 22 feet. , Some slight seepage was observed during toe-of-fill keyway excavation along lots No. 1 through 6 of tract No. 24188-3. , 5.0 �AULTING AND ��lSMICITV � 5.1 Faulting As discussed in the geotechnical report dated May 6, 1999, there are no known active � faults projecting toward or extending across the project site. ' The nearest known active fault zones designated as the Earthquake Fault Zone by the State of California is the Elsinore Fault. The Temecula (Elsinore) Fault Zone is located southwest of the project site and is about 2.0 mile from the southwest corner of the , proposed site. t � Converse Consultants C�I ENT�OFF ICE\JOBFI LE12001 \81101-265\01265-30.asb , t As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 ' Paseo Del Sol Master Planned Community Temecula C31ifp�n!? March 6, 2003 Page 7 , 5.2 Se�smicity ' The project site is situated in a spismicalfy active region. As is the case f�r most areas of Southern California, ground shaking resulting from earthquakes associated with nearb}< and di�ta�t faults may occur. Dur��y th� I�fe af the ���ject, se�s�ic a�,tiv�ty ' associated with active faults in the area may generate moderate to strong ground shakin� at the site. ' Ac��r� fi ±h� � ir,if�r►; Ruil�+i; Ccde �1gg7,, the N;�ject si�e is sit�aa�eu �^ S� IJl�llll�i Zone 4. Major ciamage corresponding to intensities Vllf or higher on the IVlodified ' Mercalli Intensity Scale may occur within this zone. Seismic Zone 4 also inclucies those areas that lie within a zone of major (Richter Magnitude, M>7) historic earthquakes and recent high levels of seismicity. ' Seismic r"oundafion design parameters as presented in the referenced qeotechnical investigation report dated May 6, 1999, and Recommended Site Coefficients letter ' prepared by Converse Consultants in March 22, 2002, remain appficable and are prese�ted in Se�tion 8.3, Seismic Design Parameters, of this report. ' There have been no changes in the potentials for secondary effects due to seismic activity. � 6.0 ��DI�V� AI�lD EAR�HUVOR�'e ' 6.9 �enera/ Earthwork associated with grading was performed by TNT Grading, Inc. between July � 23 and October 29, 2002. Earthwork equipment included dozers, excavators, laaders, scrapers, motor graders, water trucks and water pulls. ' Prior to grading, the ground surface was grubbed and cleared of vegetation, and all deleterious debris was removed and disposed off-site. Alluvial soils within the overexcavation areas were removed to competent bedrock. Subgrade soils were 1 scarified, moisture conditioned to near optimum moisture and compacted to a minimum of 90 percent relative compaction as per ASTM Standard D1557-00 test method prior to placement of compacted fill soils. e Ex v ca ated site soils and import soils were pfaced as compacted fill. Fill was placed in loose, six (6) to eight (8) inch thick lifts, mixed and moisture conditioned, if necessary, � within finro (2) percent optimum moisture. The loose fill lifts were then compacted to a � � Converse Consuftants CCI E NT�OFF I CE\JOBr=1 LE12001181 \01-265\01265-30.asb ' ' As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 � Paseo Del Sol Master Planned Community Temecula Califarnia March 6, 2003 Page 8 , relative compaction of at feast 90 pQrcent as indicated by random in-place density testing. Where proposed fill depths were greater than 20 fset, that portion of the fiill , below 20 feet from finished grade, was compacted to a minim�am of 95 percent re�ative compaction. The field density tests were performed in accordance with either the P.STM Standard Q1�56-00 ar �2922-9� tzst riet ���s. ' !f the resGlts of a field densit4 test indicat�d faili��s �e;ults, tt�� r�pres�n��f���P f!I ���l�me was reworked and re-compacted by the contractor until a subsequent fiefd density test ' !!"!�lC�tA� Nu��!:? y f°8:lI+S Where fili was placed against existing siopes steeper than 5:� H:V, the new fill slopes � were keyed and benched to provide increased lateral support. The surficial unsuitable - soils were removed when present. Generally, fill slopes were over-built three (3) to four (4) feet and were compacted as they were filled horizontally. Overfilled slope faces ' were then trirnmed to finish grade. e Per instructions from Newland Communities personnel, al! proposed cut slopes were over-excavated and replaced with compacted fill. The slope fill was continuous with ti both the fill pad below and the fill pad at the top of the slope. ' 7.0 FI�LD DE�lSITV AND LA�O�tATORY T�ST R�SUL�"S � 7.1 Fi eld Deres�ty Test F�esults ' The earthwork associated with the grading was observed from a geotechnical point of view and in-place density of the compacted soil was tested by Converse on a full-time , basis. At the end of each working day, our lead soil technician prepared a Daily Field Report of Grading Observation documQnting the geotechnical observations made during the day. A copy of the daily field report was submitted to the cfient's ' representative. Nuclear Gauge (ASTM Standard D2922-96) and/or Sand Cone (ASTM Standard ' D1556-00) test methods were utilized to evaluate the in-place density. of compacted fills at random locations. The results of the field density tests performed during rough/mass grading are summarized in Table No. A-1, Summary of Field Density Test Results, 1 located in Appendix A, Summary Of Field Density Tesf Results. The approximate locations of the field density tests are plotted in Drawings No. 1 through 7, Field Density , Test Locations. � � Converse Consultants CCIENT�OFFICEIJOBFILE�2001181 \01-265\01265-30.asb � ' As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 ' Paseo Dei Sol Master Planned Community Temecula California March 6, 2003 Page 9 � The relative compaction for each field density test reported in Table No. A-1, Summary � of Field Density Test Results, is obtained by dividing the measured in-place dry density � by the maximum faboratory dry density� of the same "soil type" presented in Table No. B-1, Summary of Laboratory Maximum Dry Density and Optimum Moisture Content Tests, in A��endix B, Laboratory Testing Program. The required minimum � relative compaction for each test is also shown in the "Required Relative Compaction" in TabIE Na. A - 1 , Sumrna.ry af Field Qensify TPst Result ' ?.? Laboratory Te�� P.��u:ts � Representative bulk sampfes of the fill soils were retrieved during rough/mass grading and tested in the laboratory to determine their laboratory maximum dry densities and optimum moisture contents. These tests were perFormed in accordance with the ASTM � Standard D1557-00 test method. Results of these tests are summarized in Tabie B-1, Summary of Laboratory Maximum Dry Densitv and Optimum Moisture Content Tests. ' At the completion of the grading, representative bulk samples were collected and tested for expansion potential. Results of these tests are presented in Table B-2, Surnmary of Expansion Index Test Results. ' Results of other laboratory testing including R-value, sand equivalent, grain size analysis, direct shear, consolidation, and corrosivity are also presented in Appendix B. , 8.0 DESIGN AND COIVSTRUCTION RECOMMENDe4TI0IV ' This section contains our recommendations regarding design and construction of various facilities including building foundations, slabs-on-grade, �etaining walls, � pavements, driveways, walkways, and curb and gutter. 8.1 Building Found'ation and Retaining lNalls ' One and/or two-story buildings and retaining walls may be supported by continuous and/or isolated spread footings. Foundation design as presented in Section 9.1 of the 1 geotechnical investigation report dated May 6, 1999 is still applicable. Continuous footings should be at least 12 inches and 18 inches wide for one-story and two-story buildings, respectively. ' The recommended minimum depth of embedment and reinforcement for footings for various ranges of expansion potential of the subgrade soils are included in Table No. 1, ' Suggested Guidelines For Design and Construction of Foundations and Slabs-On- ' � Converse Consultants CCIENT\OFFICEIJOBFILE\2001 \81 \01-265\01265-30.asb ' � As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 ' Paseo Del Sol Master Planned Community Temecula, Cal;fcrnia March 6, 2003 Page 10 ' Grade for One and Two Story Residential Buildings. For lot classifications based on expansion potential, see Table No. B-2, Summary of Expansion Index Test Results, in � Appendix B, Laboratory Testing Program. Structural design may require wider footings and/or more reinforcement. ' Footings placed at a depth of 12 inches and 18 inches below lowest adjacent grade mav be d�signed b��e� on an allo�rable n�� �sari�� ea�acity �� �,R �^ po�,���v �or square foot (psf) and 2,000 psf, respectively. ' This bearin stress ma g y be increased by one-third for short duration loading such as ' wind or s�ismic forces. This allowable bearing pressure should be used with the allowable stress design load combinations specified in Section 1612.3, Load Com6inations Using Allowable Stress Design, of the UBC (1997). r Building clearance from ascending slopes, footing setback from descending slopes and foundation elevations should meet the requirements of Section 1806.5, Footings on or ' Adjacent to Slopes, of the UBC (1997). Active lateral earth pressures from soils at the site may be taken as equal to that ' developed by a fluid of density of 45 pounds per cubic foot (pcf) for horizontal backfill conditions. At-rest earth pressure may be taken as equal to that developed by a fluid of density of 65 pcf. In recommending these values, it is assumed that adequate 1 measures will be taken to prevent development of hydrostatic pressure on the retaining walls during their service life. � Resistance to lateral loads can be assumed to be provided by friction acting at the base of foundations and by passive earth pressures against the sides of the foundations ' and/or walls. An ultimate value of the coefficient of friction of 0.35 between concrete and soil may be used with the dead load forces. An allowable value of the passive earth pressure resistance of 250 psf per foot of depth (including a factor of safety of 1.5) may ' be used for the sides of footings/retaining walls. The maximum value of the passive pressure should be limited to 2,500 psf. The lateral resistances provided by the friction and the passive resistances may be combined directly without any reduction. These � lateral resistances may be increased by one-third for short duration seismic/wind forces. Footings should be founded on firm and uniform native bedrock or compacted fill. ' Footing excavations should be observed and approved by the project geotechnical consultant after the rebar is in place and prior to placing any concrete. e , � Converse Consultants CCI ENTIOFFI CE\JOBFI LE�2001 \81 \01-265101265-30.asb � , As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 ' Paseo Del Sol Master Planned Community Tem?cul�, Californ�a March 6, 2003 Page 1 1 � The totai footing settiement will depend, among other factors, on the actua{ load applied -to the subgrade soils, type of subgrade materials (e.g. bedrock or compacted fills), soil ' type, thickness of compact�d fil!s underneath the footings and changes in the moisture conditions of the subsurface soils. Anticipated total settlements of footings, designed and �onstructeu �� acc��da��ce vv�t � the r��e,mmendations provided herein, sh�uid be � less than one (1) inch. The expected differential settlement between similarly laaded fo�tings for indivi��a� resid�nc�s ����� �e �aE��� � as eq��! to ona h�!f nf ±� ±���� settiement. e �.2 Sfabs-Or�-Grade � Based on the expansion index tests, the pad sub rade soils can be classified as havin 9 g very low to high expansion potential as shown in Table No. B-2, Summary of Expansion � Index Test Results, in Appendix B, Laboratory Testing Program. Recommendations regarding slabs-on-grade thickness, reinforcement and presoaking , of subgrade soils at the time of construction should be determined for each lot using Table No. 1 below, and th� expansion index representative of that lot as cietermined � from Table No. B-2, in Appendix B. TABLE N0. 1, SUGGESTED GUIDELINES:FOR:DESIGN�AND.CONSTRUGTION"OF'FOUNDATIONS , AND SLABS-ON-GRADE FOR ONE- AND TWO=STORY<'RESIDENTIAL BUI Foundation System Type I Type 11 Type`III Type IU T-ype V , Expansion Potential Very Low Low Medium Hiqh Verv Hiqh Expansion Index 0- 20 21 - 50 51 - 90 91 - 130 Above 130 (E.I.) � Footing Depth One T One Two One Two One Two One Two Story Story Story Story Story Story Story Story Story Story _ Perimeter 12�� 18" 12" 18" 18" 18�� 18 18" 30" 30" ' Interior 12" 18" 12" 18" 12" �g�� 18�� 18" 18" 18" Footing 1- #4 Bar 1-#4 Bar 1-#4 Bar 2-#4 Bars 2- #4 Bars Reinforcement Top and Bottom Top and Bottom Top and Bottom Top and Bottom Top and Bottom � Garage Grade 12" x 12" 12" x 12" 12" x 12" 12" x 12" 18" x 18" Beam At Door w/1- # 4 Bar w/1- # 4 Bar wJ1- # 4 Bar w/1- # 4 Bar w/1- # 4 Bar Opening Top and Bottom Top and Bottom Top and Bottom Top and Bottom Top and Bottom , Floor Slab 4" Actual 4" Actual 4" Actual 4" Actual 6" Actual Thickness , , � Converse Consultants CCI ENlIOF F ICE\JOBFI LE12001 \81.\01-265\01265-30.asb � , As-BuilYGeology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 Paseo Del Sol Master Planned Community , Temecula, Califomia March 6, 2043 Page 12 ' TABLE NO. 1, SUGGESTED GUIDELINES FOR DESIGN AND.CONSTRUCTION OF FOUNDATIONS AND SLABS-ON-GRADE FOR ONE- AND TWO=STORY RESIDENTIAL'BUILDIN6S � Foundation System Type l Type ll Type lll Type IV Type V Floor Slab #3 rebar at 18" O.C.� #3 rebar at 18" O.C. #3 rebar at 18" O.C., Reinforcement each wav or 6" x 6" - each way or 6" x 6" - each waV or 6" x 6" - � at 18" o.c. � Not Mandatory #10/ # 10 each way Dwellinqs #10/ # 10 #10/ # 10 6" x 6" - Garages Not Mandatory 6" x 6" -#10/ # 10 #10/ # 10 6" x6" -#6/# 6 Subgrade Moisture 120% of Optimum o 120% of Gptimum o Requirement at Moisture to 12" 120 /o of Optimum Moisture to 24" 120 /o of Optimum ' Time of Optimum or Higher Moisture to 18" Below Moisture to 30" Below Below Slab and Below Slab and Construction Footing , Slab and Footing Footing Slab and Footing ' Structurai designs may require slab thickness and/or reinforcement greater than recommended herein. It is recommended that adequate reinforcement be provided to minimize development of shrinkage cracks. � Slabs-on-grade should be underlain by 10-mil Visqueen (or equivalent) moisture barrier. � To help break capillary rise of soil moisture, to aid concrete curing, and to prevent puncture, we recommend that at least two (2) inches of clean sand be pla�ed above and under the moisture barrier. Joints in the moisture barrier should be lapped a ' minimum of six (6) inches and properly sealed. Slabs-on-grade subgrade soils must be firm and uniform. All loose or disturbed soils � including under slab utility trench backfill should be recompacted prior to .the placement of clean sand base underneath the moisture barrier. � Joints for concrete slabs-on-grade must be carefully designed. Joint spacing is dependent upon slab thickness and concrete properties and should be selected by the ' structural engineer. Joints should be properly sealed. Unless local conditions and concrete properties indicate otherwise, the joint spacing (in feet) should not exceed approximately twice the slab thickness (in inches). Joint spacing may be increased if � slabs are heavily reinforced. During hot weather, the contractor should take appropriate curing precautions after 1 placement of concrete to minimize cracking of the slabs. The potential for slab cracking may be lessened by the addition of fiber mesh to the concrete, and/or control of water/cement ratio. Concrete should be cured by protecting it against loss of moisture � and rapid temperature changes for at least seven (7) days after placement. Moist curing, waterproof paper, white polyethylene sheeting, white liquid membrane compound, or a combination thereof, may be used after finishing operations have been , � � Converse Consultants CCIENT�OFFICE\JOBFILE�2001 \81 \01-265\01265-30.asb ' , As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 ' Paseo Del Sol Master Planned Community Temecula, California March 6, 2003 ' Page 13 compieted. The edges of concrete slabs exposed after removal of forms should be immediately protected to provide continuous curing. ' Recommendations re ardin ara e r g g g g g ade beams at door openings for various , expansicr potential conditions are also included in Table No. 1, Suggested vuidelines For Design and Construction of Foundations and Slabs-on-Grade for One- and Two- stor,v Residentia/ Buildings. � ��� ��i�_mi� D��i�r� Pararr►eter� ' In accordance with UBC (1997) Table 16-J, the geologic subgrade classification for thp site is S�: The site coefficients are: , o Seismic Source Classification = Type B o N =1.2, C 0.48 • N�= 1.5, C� 0.82 1 8.4 Flexible Pavement Sections � An analysis was performed to evaluate structural sections for asphalt concrete pavements corresponding to Traffic Indices (Tls) of 5 and 6 and R-values of 12 and 14 , obtained from laboratory testing of representative bulk soil samples. The analysis was based on Caltrans' design procedure for flexible pavement structures without the recommended safety factor of 0.20 feet, when evaluating the required Gravel , Equivalent (GE) of the Asphalt Concrete (AC). City of Temecula minimum pavement sections where also applied where applicable. The results of our analysis are summarized in the following table. � Table No. 2, Recommended Pavement Sections , , , , � _ , ; ; :Pavement Section ,� , ,; ,. ; ;; Street Sections R Value • ,Traffic�lntlex (,T I) ; AC (inch) ;. AB (inch) , , ,,.. ,. � Rothenberg Drive, Lyles Drive, 5 3.0 8.5 Gronlund Court, Grandcolas Drive, 14 Click Court, Guadagno Drive 6 3.0 12.0 , Garcia Way, Bradshaw Drive, Rivera 5 3.0 8.5 Drive, Dahl Drive, Macke Drive, Adams Ct., Bingham Dr., Beaven Ct., 12 � Bodley Ct., Driscoll Ct., Beamer Ct., g 3.0 12.5 Corrigan Ct., Burnett Way, Delta Way, Greene Cir. ' � '� Converse Consuttants CCI E NT�OFF I CE\JOBF I LE�2001 \81 \01-265\01265-30.asb e , As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 ;' Paseo Del Sol Master Planned Community , Temecula, Galifornia March 6, 2003 Page 14 , ._ Pavem�nt subgrade should be prepared ir accor�ance with Se�tion 3�1 of the � (SSPWC 1994). Prior to placement of base aggregate, at least 12 inches of subgrade soils should be excavated and replaced as compacted fill. The upper 12 inches of subgrade should be compacted to at least 95 percent relative compaction as defined by , ASTM Standard D1557-91 test method. Base materials should conform to Section 200-2.2, "Crushed Aggregate Base," of the ; current �tandard Specifications for Public Works Gonstruction (SSPV'JCl and �hould be placed in accordance with Section 301.2 of the SSPWC. � Asphalfic concrete materials shoufd conform with Section 203 of the "Standard t Specifications for Public Works Construction (SSPWC} and should be placed in accordance with Section 302.5 of the SSPWC. i , Positive drainage should be provided away from all pavement areas to prevent seepage of surtace and/or subsurface water into the pavement base and/or subgrade. 1 , 8.5 Concrete Walks, Driveways, Access Ramps, Curb and Gutter '■� Except as modified herein, concrete walks, driveways, access ramps, curb and gutters ■, should be constructed in accordance with Section 303-5, Concrete Curbs, Walks, Gutters, Cross-Gutters, Alley Intersections, Access Ramps, and Driveways, of the Standard Specifications for Public Works (SSPWC, 2000). 1 At least the upper 12 inches of the subgrade soils under these structures should be e scarified, moisture conditioned to slightly above optimum and compacted to at least 90 percent relative compaction. ' The subgrade soils under the driveways of various lots should be pre-soaked prior to v' pouring concrete in accordance with the recommendations provided for concrete slabs- ; on-grade in Section 9.2, S/abs-on-Grade. The thickness of driveways for passenger _., cars should be at least four (4) inches. Transverse control joints for driveways should be spaced not more than 10 feet apart: Driveways wider than 12 feet should be � provided with longitudinal control joints. • ,. Concrete walks subjected to pedestrian and bicycle loading should be at least four (4) ; inches thick. Transverse joints should be spaced 15 feet or less and should be cut to a � depth of one fourth the slab thickness. ��. � � � Converse Consuttants �.. CCI ENT�OFFI C E\J OBF I LE�2001 \81 \01-265\01265-30.asb ' , ' As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 ' Paseo Del Sol Master Planned Community Temecula, California March 6, 2003 Page 1 5 � Positive drainage should be provided away from all driveways and sidewalks to prevent seepage of surface and/or subsurface water into the concrete base and/or subgrade. , 8.6 Corrosion Protection , Based on the corrosion laboratory tests, subgrade soils within the subjeci tracts are not significantly deleterious to concrete. The soluble sulfate content of site soil can be categorized as negligible per UBC. Type I or II Portland Cement may be used in ' concrete construction. Standard concrete cover, that is 2.0 inches if placed against forms and 3.0 inches if placed directly against earth, may be used to protect reinforcing � bars. Site soils are classified as corrosive to ferrous metal. If additional corrosion ' recommendations are desired, we recommend that a qualified corrosion speciafist be contacted. ' 8.7 Site Drainage, S/ope Protection, and Landscape Irrig►ation Recommendations 1 Future homeowners should be informed regarding the importance of maintaining a constant level of soil moisture. Homeowners should be made aware of the potential negative consequences of both excessive watering, as well as allowing expansive soils � to become too dry. Improperly designed, constructed or maintained planters often pond water and cause deep moisture penetration and soil moisture change. Placement of planters adjacent to foundations or other sensitive hardscape, such as pools�and spas, O should be conducted with proper maintenance. If adequate or proper maintenance of irrigation and drainage is not performed by the homeowner, some degree of ' foundation/slab movement may be expected and cause stucco cracking or dry wall separation. ', Adequate drainage should be provided away from the structures to prevent ponding and to reduce percolation of water into structural fill. A desirable slope for surface drain and adequate positive drainage away from structures should be provided to prevent � ' ponding and to reduce percolation of water into subgrade and/or other structural fills. Building pad drainage should satisfy the requirements of Section 3315, Drainage and Terracing, of the UBC (1997). Planters and landscaped areas adjacent to the building � perimeter should be designed to minimize water infiltration into the subgrade soils. Gutters and downspouts should be installed on the roofs, and runoffs should be directed to storm drains through non-erosive devices. ' � � Converse Consultants CCIENT\OFFICE\JOBFILE\2001 \81 \01-265\01265-30.asb ' ' As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 ' Paseo Def Sol Master Pfanned Community Temecula, California March 6, 2003 Page 16 A Subdrains were installed at fill/bAdrock contacts in the major swales to coilect and transport infiltrating groundwater from rainfall and/or landscape irrigation and other � sources at locations deemed necessary by Converse based on observations made during grading. The presence of relatively permeable fill soils and weathered bedrock materials over fess permeabfe bedro�k materials withir th� l�auud F�rmati�r bedrock can "percfi" � trapping infiltrafing water at the contacts and result in saturated conditions in areas away from s��adrains. Subdrains were installed as dRpi�t�� ��, t�e e��losed Dra��ingG !��?. � through 7, Field Density Tesf Locations. The subdrains were 6 inches in diameter and ' r1iSCf�ar�a tp a ci iitahla nrJn_gr^g!V° �E'ul�u^ �°�,'!�°. It is recommended that al! sfopes be pl��±e�+ with drought-±oferant, ground cover � vegetation as soon as practical to protect against erosion by reducing runoff velocity. Deep-rooted vegetation should also be established to provide resistance to surficial ' slumping. Over-steepening of existing slopes should be avoided during fine grading and construction. ' Slopes should be provided with adequate erosion contro! measures as soon �s possible. Erosion control may include planting the slopes with appropriate drought- resistant vegetation as recommended by a landscape architect. Landscaping should � disturb the soils as little as possible. Care should be exercised to prevent loose fills from being placed on slopes during construction and landscaping. Slopes should not be over-irrigated, as this can soften the near surface soil resulting in surficial slope failures. , Rodent burrows, small concentrations of uncontrolled surface/subsurface water; or localized depression of utility trench backfill on slopes should be controlled and/or 1 repaired as soon as possible. ' Most hillside residential lot problems are associated with water. Homeowners shoufd be aware that altering drainage patterns, landscaping and the addition of patios, planters and other improvements, broken pipes, as well as irrigation and variations in seasonal � rainfall, all affects moisture conditions of the subgrade soifs. Excessive landscape irrigation may significantly increase the subgrade soil moisture conditions resulting in localized ponding and saturation of the subsurface soils. Percofating groundwater may ' even flow from upper-grade lot areas to adjacent lower-grade lot areas. Excessive soil moisture affects performance of buildings and other structures, slopes and pavements, as well as landscaping. Homeowners should consult a professional landscape architect ' for planting and irrigation recommendations. Local drainage collection and transporting devices such as subdrains may be required if saturated conditions develop in the future. � � � Converse Consultants CCIENl10FFICE\JOBFILE�2001 \81\01-265\01265-30.aso � ' As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 � Paseo Del Sol Master Planned Community Teme�u!a, Calif�rnia March 6, 2003 � Page 17 Modifications to the graded pad areas shou�d not be attempted without the approval of � a qualified soils engineer and/or geologist. 9.0 COIVCLUSIOfVS ' o Based on our field observation, in- lace densit and laborato testin and data P Y rY 9 � ai iaiySi� an� irt�r�rctat��n, �t i� c�i1i' Opii ii0i i ihat �ai th�ivOi k aSSOCiateu wiir� irie , grading of the subject lots within the Tracts 24188, 24188-2, and 24188-3 were compfeied in substantiai compiiance with the project p{ans and specifications. t m Excavated site soils were placed as compacted fills. The fill soils were composed primarily of sands, silty and clayey sands and silt. � 6 The laboratory maximum dry density and optimum moisture content of the fill soils ranged from ? 13.5 pou^� per cubic foot (pcf; ta 133.5 pcf, and 8.0 percent ' to 14.0 percent, respectivety. • Fi!! slopes have been gradsd at 2:1 H:V or flatter, and are cor.sidered to E�e � grossly stable under static as well as anticipated seismic loading conditions. e All cut slopes were over-excavated and replaced by compacted fill. ' • Some surficial erosion may occur on slopes prior to the establishment of vegetation, particularly where there are primary sands with little of no fines at the ' surface. o Evidence of active or potentially active faulting was not observed during grading ' of the site. e • Single and multi-family residential structures may be supported on continuous and/or isolated spread footings. � '90.0 LIMITATIONS , The findings, conclusions, recommendations and opinions contained in this report were � prepared in accordance with generally accepted professional engineering and engineering geologic principles and practice within our profession in effect at this time in Southern California. Our conclusions and recommendations are based on field � observation, field and laboratory testing performed in accordance with applicable ' � � Converse Consultants CCIENTIOFFICE\JOBFILE12001181 \01-265\01265-30.asb ' e As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 1 Paseo Del Sol Master Planned Community Temecula, California March 6, 2003 ' Page 18 industry standards, data analysis/interpretation and our experience. We make no other warranty, either expressed or implied. � Our field density testing to evaluate fill compaction was performed at random and �iscret� locaticn�, and at vari�us time intervals during the iill placement operations. 0ur � test results are considered to be representative of the locations and materials tested vvithin th� c�r�pacted fill. Sorne ��riations in the den�ities and mQistu►e o� the compacted fills at other locations should be expected. ' This report presents our opinion formed as a result of our observations of fill placement. We have refied on the contractor to continue applying the recommended compaction � efforts and moisture to the fill to meet the project specifications. The tests were performed on compacted fill in accordance with ASTM Standards to calibrate our ' observer's judgment, and to provide data on the overall compactive efforts. �Ithough the graded lots are considered suitable for construction at the time of � completion, natural weathering and degradation of- the near-sur�ace soils may occu� with time. It has been our experience that significant deterioration of sunicial soils, in particular growth of vegetation and erosion, may occur if a significant period of time � elapses before construction. We recommend that the conditions of impacted lots, if any, be re-evaluated by Converse prior to construction. ' � � ' ' ' ' ' � � Converse Consultants CCIENl10FFICE\JOBFILE\2001 \81 \01-265\01265-30.asb � t As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 , Paseo Del Sol Master Planned Community Temecula, California March 6, 2003 Page 19 ' 11.0 R��E6�ENC�S ' �, Geotechnical Investigation Report, Tracts 24136, 24187, 24188, and 25418, Paseo Del Soi Master Pianned Communiiy, Liiy of Temecufa, i,alifornia", prepared by Converse , Consultants, dated May 6, 1999. ' ��nual B�ok O� AS � M Star��ards (20G1 j, Vo�. G4.08, Soil and r?ock; Gimension Stone; Geosynthetics. � International Building Code, Uniform Building Code (UBC, 1997). � Standard Specifications For Public Works Construction (2000), Building News, Inc., Los ' Angeles, California. � ' , ' ' , ' � ' � Converse Consultants CCI ENTIOFF ICE\JOBFI LE12001181 \01-265\01265-30.asb � � p / �..;: . � � . . . . . . . Permit Number: LD02-116GR . � _'. :� ' _ PUBLIC' WORKS GRADING PERMIT .. F ' . , ' , , . WDID, #: �'` } � :�, T � , `�` V � lv �f •: emeCU �a (909) 694-6411 Fax (909) 694-6475 • 43200 Busines's Park Drive ■ Temecula, California 92590 ■ Mailing Address: P.O. Box 9033 i Temecula, California 92589-9033- ` � Job Address: 241,88 2��1VIAP TEME " Applied;07/23/2002 � Location: TRACT MAP 24188-2 Issued: . 06/22/2006 , � � Expired: ANY NOTICE OR NOTICES REQUIRED TO BE GIVEN PURSUANT TO THIS PERMIT SHALL BE SERVED ON THE OTHER PARTY. BY FIRST.CLASS MAIL, POSTAGE PREPAID, AT THE FOLLOWING ADDRESS�. � . � �• �,�� 2 � � � �:: , Owner: NEWL�ND�COMMUNT�IES �`�� ��- � . - ,�27393 Y'�IE�nRO,� M1 �'1E��S�'��MEGi,�,A; C�1, 92591 - '�y, �� , q ,i �± '� � �,^� � ��7�,F� c � � i �,� � ,�.. � �.,f•` , , �y £ � � ��,a������` � ��,���4 ��j� .�s��� �� ��F �ia1� ����� � .. ' . . :,- � . . �' , vy� � �e� # �3�-�i,o� �� �"� ti i '�� �6 3�k`� � � � � 3 � - . k�"�L k= �•� z. �� t �,'' : �� ���'& .,._; �'t'Y+'` i �, � 1 „E � 7� - 8'�'�' `v`� ,� �4' . . � 3 �.�'�',� 3 � �"�v��^"� , �^�..�.�i��' � ,-�,�. �'��`-�.4 �i. �., � . � . Fngineer � � ���� � ��� �. ,:. �-�� � �,. ���.F;r ���� �� ��'� `� � . . � � f�9��ACTLTS AVENUE , SUITE 300 , �� °� �' ��k�'�, �� £ . ... . . s � R �,. v �� ��.�� � � `^:,��.�t !4�'� ��'��' '� Y �'� �'.� .. � � � !° �5... � �.f-" J� U , . ,.:.,. �f i5v.,� .� c�,� . y , , � �� ��,� � ORENO VAI,IsEY 92553 � s , �� � � � � ��� �� . Descri tiozt�D� W'o�'k '1'he Ci En meer hereb authorize � �� . '� ' . . 7 ' - $ �F s �"-'� � - - r: . _�,,, = � r���9�, �� r P ° � h' $� � y s the Property_,�wner and ApphCan� �i�'�rT��e��nt Trom Property ; Owner) (hexeuiafte#� collectively referred to a"Perinittee") to do the `following work includl� $bac���i�g, compaction, � � �:s . . surfacu�g antti�br as-outlined-rn the deseription of work below: - �- ,� "� � � �� ,� � ��� �§ ;.; � j�� � � N�� �Y�` / '� , LOT,� �;� �� _�tEATION CENTER . �':,, ������ � �, . , , : , � : ., , ,� � �,nr ,... ; .: : `�` _ , ; r, �, � � , ,,:: _�::::" - ; :: . + . ��" ' � PRECISE GRADTNG'PLAN = TIt�CT 24188-2,, 1VEWLAND COi4IMUNITIES �,° � -: „, . , � ; 500 C;1' CUT7 500 CY� OF FILL MAXIMUM-SLOPES SHALL BE"2.1. PERFORM PRECISE GRADINGr PER � -API�RO� PLANS�AND SOIL� REPpRT` -1NSTALL ONSITE IlVIPROVEMENTS INCLUDING 0 2S' �iC VER 5b' �.8, T-��'P� ���URB & GUhT1`�� ��-'"��E E , CROSS GUTTER REMOVE�CLIRB 7 GUTTER, 9" SQ�A�;��G�.P.TE ; a�e ,�� � , , , , , 9" �'TRIUI� �RATE, 6" �''VC;�RII��C?I�T GU'TTER, WH�EL STOPS AN�I) �STRIPING. IMPLEMEN�' p.°LL EROS�C7N � =AN�I� SEDIME�'�frCONTIt, �ERAPPR�VED PLAN ; $TABILIZE TEMPORAR���Q�jSTRUC;i'�ON � � &R�' ' Ez � s'��`'"� € ,�' rc �., wE .:d __ ': sS n ,u, � ENT�ANC��'=ALL,,W � RK�U�'�'�i]C��p�BLIC RIGHT OF WAX�II�GLUDING DRIVEWAYS 1V��S� s '� �° � • , s�� � � � r � «�� �, �: � , ,�, ,� �A G � O�L�T �ETS�'�SEPARA�.��FI�`IB7C����CjRKS� �NCROACHI��:�IV� 1'.�;�MIT A PRE ��DF.� E`�i+� IS �C�UIR�D z• �t �iu �`:ti 1' :&,. 4� � 3 r a;� t S y { , „ p � S .�£ � � -.: � F �'i "°l�"u�� s` �U:'a �+� . `"�'' � �' �, ��� `��` �." �� 4 $ �OCTRS �VII�IIMUIV� i���J �' j ,`� wox� .�_ � � �� � ��� �� ��'� , �� � a �` � . €�` y� C � 6* ... .�§ 7 : ka �.. �A� t' i- u�d �'�'y�v d , Y� Y� �'' h- �, h F. . . � �� �'�'�'� k� � �d�� � aS M ,,� 6 ,�..., , � �, ,�.�� ,� � e��,� a .;��,��1�� ;� # �'� . . , ���t��'�.� �. �� t '� ` '' �,� �;y��� : a �;a� '�� �� � ra � � � � �,>_ �; �� qi' , �f.,, , v 3, � 4Y° � :�'S � , � a � � f '� '� � 2 . �Pe ading m a� ` rda�Ce t�th'�proved Grading Plans�d��ed� 6/2t�E�6 re�gra�c�i�� confer�nce��s`� u�r�c� 48 c(' a... � � � �� �- �� �'� ���` �. ,�' �"� ; � . �'- � � ��' �'' C� � ��o �s • um) m �€� �ne �_ ��r �`a'"�i �a�one under th� ���t �i�]�� e g rac�ui ctdr��oils engs�ee.�`�`��i��ns�ector, , , � �;. ^, ��.3 , � � g�t"�e;�� �f :1� k 'FZ � � ,r� s � �v �� v . �iC}d � �'}�e��"�rson f��as �e ° �i�eceg5arj5 by the Inspeetor�� Any�, fieid �cli ,to ° �p�a�i s�all be'�� �i�r�,'ed��y �lie City ' E� 1��e'� � �,t�� �x���� �`�` � ,�� • �� �. � �. rsq �et�r��end����ections by Building and Safety for.walls, etc. shall be compl�t���ax� o�an �releases an�, r=" ��. f�S�issued or released. Traffic and dust control shall be reviewed and approved liy� �z�3e��f'�r �� �� � , .� �� �� ,' � �� T� �'��T IS ISSUED AND ACCEPTED SUB ECT TO THE AT � � ,�a ���� ���. T TAC � I / 3� � �I����� S :'.'�i � � � 3 �..��� ,�2n ,..�' ��5�� �� 'Y.. . . �. . _-___ ��r+�-!� � '�� � . ��� }��� � �� �. � '��f�k'�`*s . � .€�Y� � � �Y' , S �t Fee: � � 3, 0 � ��` ���� � ,�_ .� .� � ��� �� , ��� � �� �� � .9., r '�,�'.� M �� � � � ys-'�, �� � �� �� � �" t � F�r � �"� � - 'Sr � P i �'�s '.��5' "� � . � t � ` a �� � � � �. � �����'� � �"�' � �' �' � V b � " � �� ��i'�*���� k ��� x ,� � e ,'� .� ar� : Signature of A� lican %���� �� ix ' �� i �o�' � ro� rty Owner Date � ������� �. � ., � � ��Y ���� . <�� F � .��.;,��' . � � �, �� � ,� �„�,., r , �� ��'.. VALIDATIO � � ,�,�r��" ` ���;�,, .E� _y �° � � �� � ��r City ne or Authonzed Representative Date ' � . �� - R:VIMENEZC�Forms�Permitform.doc � , ... �a aF_ �u y PA NUMBER � L� b2- 116 �R 1989 PERMIT NUMBER CITY OF T�MECULA PUBLIC WORKS DEPARTMENT 43200 BUSINESS PARK DR. � TEMECULA, CA 92589 PHONE 951-694-6411 � FAx: 951-694-6475 GRADING PERMIT APPLICATION TYPEOFGRADING: [ � MASS GRADING � ] ROUGH GRADING [�RECISE GRADING [ ] BORROW GRADING [ ] STOCKPILE GRADING [ ] CLEARING / GRUBBING TYPEOFSUBMITTAL: [ � CUSTOM HOME � � COMMERCIAL BUILDING [� TRACT/MODEL HOME [ � SALES TRAILER � � INDUSTRIAL BUILDING [ v�OTHER ***SEE HANDOUT FOR LAND DEVELOPMENT SUBMITTAL REQUIREMENTS*** *** INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED *** APPLICANT NAME: �1 �Gl�l /�t'� L T. CZ.uS l CONTACT: IM��C � C��U MAILING ADDRESS: r L7 � �j �/ ►Jt Z SZ U STATE & Z1P: �,A q Z S I PHONENO.: ��I� �D ' FnxNo.: A 15� 'CoS���bI Z E-MA[L: Vv��rUS"�"� OWNER NAME: � N�W trl�N O GCI Wl MV� v N 1�RL� CONTACT: _J� L�G R,v y�( MAILING ADDRESS: ! L 73� � Y�✓CZ- R-►� . STATE & ZIP: __C_� /ZS g I PHONE: �J - G,g � � �'J�7Z FAX: E-MAIL: If more than one person is involved in the ownership of the properry 6eing deve[oped, a separate page must be aaached to this application, which lists the names, addresses and phone numbers of all persons having an interest in the ownership ojthe property. CIVIL ENGINEER NAME: �/�'7�L CONTACT: (�j�iC� tvR.DWwI MAILING ADDRESS: Z�L-CO�) U L/� C��N� /�V E STATE & ZIP: Gpk O�'LS S 3 PHONENO.: �'SI FAXNO.: E-MAIL: SOILS TESTING COMPANY NAME: C n O.iJ E 2S� CC�i►�l SU 1.T�4N l� CONTACT: � fE S�Yv� �. GZU Pc � I - MAILING ADDRESS: I U 3 �l I C� i(L (�C1 �-�"�� O Mi1/G� STATE & ZIP: �� ��L�j� �'I PHONE NO.: C�at ��p .0 5�� FAX NO.: E-MAIL: 1 Updated: 11/23/2005 R:\LANDDEV\GRADING\Gtading Permit Application Form.doc PROJECT INFORMATION "� `� STREET ADDRESS (IF AvAILABLE) OR GENERAL LOCATION: �) OJ N� bU E/��dl.J S ��LLVG LEGAL DESCR1PTlON: Z�'I 1�5�� / �� DI APN No.: (Tract / Parcel Map No. w/ Lot No.) GROSS ACREAGE OF PROJECT: I GROSS ACREAGE OF AREA PROPOSED FOR GRADING: I AMOUNT OF CUT (CY): �j �O AMOUNT TO BE EXPORTED (CY): —F3'� AMOUNT OF FILL (CY): O AMOUNT TO BE IMPORTED (CY): —F�� WAS SITE PREVIOUSLY GRADED? YES [] NO IFYES PE[tivttTNo.: WILL PROJECT INCLUDE ANY IMPROVEMENT WITHIN THE PUB[,IC RIGHT—OF—WAY? [�YES [ ] NO WILL PROJECT INCLUDE FLAT WORK & STRUCTURAL (MPROV ENTS SUCH AS DRIVEWAYS, PARKING LOTS, STORM DRAIN STRUCTURES, RETAINING WALLS, GUTTERS, ETC.? ��ES [ ] NO IF YES PLEASE DESCRIBE: �f�RK 1 N�r l.fi� WILL IMPROVEMENTS INCLUDE SUBSURFACE SEPTIC SYSTEMS? ( ] YES � O ** Al! grading plans wilh septic tanks wil[ need to get septic approva! from County Hea[th Departmenl prior t submittal ** W ILL SUBMITTAL INCLUDE HYDROLOGY / HYDRAULIC STUDY? � ] Y E S (�O DOES PROJECT HAVE CONDITIONS OF APPROVAL? [ � YES [ v�O GRADING BOND RELEASE PLEASE COMPLETE THE FOLLOWING TO RECEIVE THE $995 ENGINEERING REFUNDABLE DEPOSIT NAME OF PERSON TO RECENE CHECK: _�1'G�►•� l.Ar► A G�W/� W,. �►.1 \ T � -v STREET ADDRESS: �r 3g 3 �/Q.� Z � �v 1�TE 7S � CITY: �T�Vv��G�t1'r G STATE: C.Ar ZIP CODE: � � I PHONE NUMBER: �� I� Co�] LI "' S�SrL � — ?_ 2 — c� � SIGNATURE OF APPLICANT WNER DATE APPLIED: AUTHORITY FOR THIS APPLICATION & TO RECEIVE ECK IS HE BY GIVEN: SIGNATURE OF PROPERTY OWNER(S�: VV1, l� � /�'L�l� Zu 5.,� . (Print Name) ` (Print Name). (Print Name)' (Written Authority May Be Attached) � 2 q` Updated: 11/23/2005 R:\LANDDEV\GRADING\Grading Permit Application Form.doc � ' ' ' ' " � ' , ' � �►P�END@X e�, I s�1fVIfV��462Y �F �IEE� C�ER��I�"�' �ES�' RE��J��'� ' ' � � ' � . ' . � � ' . � � Field Density Tabtes ' Newland Homes Tract 24188 March 6, 2003 Page 1 ��. ��:�t�: E H �Fd § �lr�vT'f��3E� �2a� .�tts;:�, P ;.�*�'� , � ��_'s� I-� i%_ ��- � � �'� � "'�`.�.�..:�7 *fs '�-� .... � 3 � ...� .. .3. YA ,s�1.af . ,..,...;; ,i, ,_ 1�+ d..s ,✓'�, iE . .. 3 A . . .e �b � t��.. . , n� � "�i .;3,.,.,s� i.✓ ifi£i-i.� ,f t. .�: � A_.., i ... �....��... �..,5 � E'ue ' ,Nr+ S F'S_'"� 5.. d'G �.i j {�s E �a w / � l� n .t �, ..,r...«� E= r � � ik�t c S � a y �`' .��: .s� . � v � v a riS°�:r 3 [ � E t ! � � ; � (J [ , �� / ,y si 9 '�.0 � y p�� ��3�f u... ���' �!t. � 3�'�'se,�.,��F J k" �. k��.�..�Ah��� �i 3 � J �����. I �t�� (g'3'{f�}!'�^? 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E� h4 �t�'AE. �;;E��. ,�s:,�.au.�l..,,�7,�' �'���.�����k¢! �ti�t�.E�,t��4.`�5'`�� , __,.�.d�...���4� ,��,,.?`�sE:�;?�4!I ��".a r� _�".�i v�x._..:�.,,.a�s. ,'�'°s��r.. �,�,?���.�''�' -_..�,._��� �,�'��-.�,� 1 07/23/02 CHANNEL SLOPE, LOT 6 24188-3 1215 BTM 105.9 9.6 2 93 ' 2 07/23/02 CHANNEL SLOPE, LOT 4 24188-3 121 1 BTM 105.0 12.4 2 92 3 07/23/02 CHANNEL SLOPE, LOT 6 24188-3 1213 3 118.6 8.2 1 93 ' 4 07/23/02 CHANNEL SLOPE, LOT 4 24188-3 1215 4 117.1 9.0 1 92 5 07l23/02 CHANNEL SLOPE, LOT 3 24188-3 1219 1 119.6 10.4 1 93 ' 6 07/23/02 CHANNEL SLOPE, LOT 5 24188-3 1217 6 123.4 8.7 1 96 7 07/24/02 CHANNEL SLOPE, BELOW 24188-3 1219 2 123.0 10.3 1 96 ' LOT 7 8 07/24/02 LOT 3 24188-3 1225 BTM 107.1 10.0 2 94 9 07/24/02 CH;4NNEL SLOPE, BELOW 24188 1226 8 120.6 12.2 1 94 ' LOT 3 10 07/24/02 LOT 6 24188-3 1223 BTM 97.8 19.5 z 85 Native Bottom, 85% Req. 11 07/24/02 CHANNEL SLOPE, BELOW 24188-3 1222 7 121.6 10.0 1 95 ' LOT 6 12 07l24/02 CHANNEL SLOPE, BELOW 24188-3 1223 8 122.6 10.3 1 96 LOT 6 13 07/24/02 LOT 2 24188-3 1229 2 117.1 14.0 3 96 � 14 07/24/02 LOT 2 24188-3 1230 3 115.1 15.6 3 gq 95% Req., Failed, See RT #14A 14A 07/24/02 LOT 2 24188-3 1230 3 116.4 14.1 3 95 95°k Req., RT of iit4 ' 15 07/24/02 LOT 6 24188-3 1225 10 116.9 6.6 1 91 16 07/24/02 CHANNEL SLOPE, BELOW 24188-3 1226 11 113.3 7.1 1 89 Failed, See RT #16A LOT 6 ' 16A 07/24/02 CHANNEL_SLOPE, BELOW 24188-3 1226 1 1 117.2 10.2 1 92 RT of #16 LOT 6 17 07/24/02 CHANNEL SLOPE, BELOW 24188-3 1225 14 117.0 6.8 1 91 LOT 7 , 18 07/24l02 CHANNEL SLOPE, BELOW 24188-3 1224 15 115.7 7.0 1 90 LOT 7 79 07/24/02 LOT 6 24188-3 1220 2 122.5 7.3 1 96 95% Req. , 20 07/24/02 LOT 6 24188-3 1222 4 109.2 12.0 2 95 95% Req. 21 07/25/02 LOT 5 24188-3 1226 4 115.6 10.1 1 90 � 22 07/25/02 LOT 5 24188-3 1227 6 117.1 12.7 1 92 23 07/25/02 CHANNEL SLOPE, BELOW 24188-3 1229 18 123.4 6.1 1 96 LOT 7 � 24 07/25/02 CHANNEL SLOPE, BELOW 24188-3 1230 19 122.2 7.4 1 96 LOT 7 25 07/25/02 CHANNEL SLOPE, BELOW 24188-3 1222 4 121.2 9.9 1 95 LOT 7 � 26 07/25/02 CHANNEL SLOPE, BELOW 24188 1226 5 125.0 10.1 1 98 LOT 7 , Converse Consuftants CCIENTIOFFIC E1JOB F I L E11999181 \99-112\99112-53.tr24188.fdt ' Field DensA Tables Y Newland Homes Tract 24188 � March 6, 2003 Page 2 � ��: � � � �` � �� 4 � ' � �� � � s� a � � � a � � a;� �s � a�;F.. �� � ', j� ,, � � T��b�@''NO A�'� � `��Ie� �err��ty Test Res aEts . . � � .a.' � ....'. ? �.,.': .. ��: u , � . ��:z��3. �.. � `� ���'"� r:� �''"�' � - �,���.�' k . z _-� �,.� � �.4� ��-t'�.� r� �t�"" � � �?�r�k.s�.. �' uL4 .r� �' - i '�y�" � ' Test"''� �`'�"�Test��� � �; LacatYon;��`, "� ��Trac�t � qpprox�Test �!4PProx �Flll , �Dty� � ilAoist ��N ; Soll Comp-� �� � .Rema`rks�.... � � � + �` � � �lev �� BelowTest � � � � � � � �, Densi CQntent �s a . aCYfon � � � � � '�No . Date � � �#�� � � No ; F � ���, � � ,� �° �, � e � �! 90% R �uniess not�ed � ? �� tF � ., � � (fY I {ti \ s� / y�� � / o/ �TYP (^1 � ' � � � � � , " y ' �'. 1� �`j5 9 * a"� .1 �� 1 I �,� \p"�1� _ a}w 27 �� �07/25/02 LOT 33 ���� � �24188 �3� 1215 BTM��� �„� � � � � �� � `�' � ��� ����Native B�o�ttom� � � �� CHANNEL SLOPE, BELOW ' 98.3 19.5 2 gg 85% , ,� � 28 07/25/02 CHANNEL SLOPE, BELOW 24188-3 1215 BTM 117.1 g.t t g2 LOT 32 ' 29 07/25/02 LOT 33 24188-3 1209 BTM 1 14.6 12.2 1 90 3C� 07/25/02 LOT 3 24188-3 1 230 5 123.1 8.E 1 96 , 31 07/25/02 LOT 3 24188-3 7 231 6 122.1 12.1 1 � g6 I CHANNEL SLOPE, BELO�Ai 95% Req., Failed, I 32 07/25/02 LOT 6 24188-3 1226 7 112.3 8�e � 88 See RT t132A � ' CHANNEL SLOPE, BELOW � 32A 07/25/02 LOT 6 2418E-3 1226 7 123.7 H.2 1 97 95% Req., RT of #,!32 CHANNEL SLOPE, BELOW 95% Req., Faifed, 33 07/25/02 LOT 5 24188-3 1225 6 115.3 10.7 1 91 See RT 7133A ' 33A 07/25/02 CHANNEL SLOPE, BELOW 24188-3 ? 225 6 122.9 9.0 1 96 95% Req., RT of t133 LOT 5 34 07i25/02 CHANNEL SLOPE, BELOW 24188-3 1212 3 115.2 12.2 7 90 LOT 33 ' 35 07/25/02 CHANNEL SLOPE, BELOW 24188-3 1215 4 117.g 7.2 1 g2 LOT 33 36 07/25/02 CHANNEL SLOPE, BELOW 2418$ �?13 6 118.3 1G.4 i 92 � LOT 63 ' 37 07/26/02 CHANNEL SLOPE, BELOW 24188-3 1219 19 119.1 8.5 1 93 LOT 32 38 07/26/02 CHANNEL SLOPE, BELOW 24188-3 1221 21 118.5 7.8 1 93 LOT 32 ' CHANNEL SLOPE, BELOW 39 07/26/02 24188-3 1223 8 124.0 9.0 1 97 LOT 33 40 07/26/02 CHANNEL SLOPE, BELOW 24188-3 1225 10 123.3 8.4 1 96 LOT 33 ' 41 07/26/02 CHANNEL SLOPE, BELOW 24188-3 1229 4 122.9 9.6 1 96 LOT 32 CHANNEL SLOPE, BELOW 95% Req., Failed, 42 07/26/02 LOT 32 24188-3 1231 6 110.7 8.9 1 $� See RT #t42A , CHANNEL SLOPE, BELOW 42A 07/26/02 24188-3 1231 6 123.5 8.0 1 97 95% Req., RT of #42 LOT 32 43 07/26/02 CHANNEL SLOPE, BELOW 24188-3 1232 21 124.2 8.7 7 g4 LOT 7 ' 44 07/26/02 CHANNEL SLOPE, BELOW 24188-3 1234 23 120.0 9.3 7 91 LOT 7 45 07/26/02 CHANNEL SLOPE, BELOW 24188-3 1228 77 716.1 9.2 1 91 LOT 5 ' 46 07/26/02 CHANNEL SLOPE, BELOW 24188-3 1229 19 117.3 10.3 1 92 LOT 5 47 07/26/02 CHANNEL SLOPE, BELOW 24188-3 1231 7 122.8 9.4 7 93 LOT 2 4S 07/29/02 CHANNEL SLOPE, BELOW 24188-3 1230 16 124.2 9.1 1 97 , LOT 33 49 07/29/02 CHANNEL SLOPE, BELOW 24188-3 1231 15 124.2 9.3 1 97 LOT 33 ' 50 07/29/02 LOT 6 24188-3 1230 9 121.5 6.8 1 95 51 07/29/02 CHANNEL SLOPE, BELOW 24188-3 1249 13 117.8 10.2 1 92 LOT t 52 07/29/02 CHANNEL SLOPE, BELOW 24188-3 1250 12 118.5 9.2 1 g3 � LOT 1 Converse Consultants CCIENTIOFFICE\JOBFILEI� 999\8 119 9-1 1 219 91 1 2-5 3.tr24188.fdt , Field Density Tables Newland Homes , Tract 24188 March 6 2003 t,�? "�*�� �'x�'��`s� � � r� z *� � -.. j �� y� ��.°'�` � vn � a� ��`� '� �e � � �� '' �: � e i �"°,� P 3 � �'�� � ���w�� �.. ..- ��. �. ._ � �.� .. . �; �_.�. Tak�le�Na �A 1, Fleld t?enstty T�st�RBSUIts �" '�� � �,� � � .�.� ��� _�., . ,... ... , .,...,__. : ,... .,,,.. F � , _ ::�.,-. .m.._-,. � .�. ,. , ...:,..€.�, � XS _. :. � „ .. :' ,.- , ,�",., ry 1. c,� , :.��� ._.pt,��'8 � v � �a�'� -� "'�1 c �a- . � (`�`r3� ��' T� :�' � �� '-�, 3 a _ �` �`����t��� t �: � : v^" � '�. �`Tesf: E, Test � �� � �Locatlan� � T���.,� 'APProx'�Test Approx FIII +°Dry � � 3Moist� � �� :; Remarks � � � � �c � FF � � � � � � `� �Elev �BelowTest �ens�ty� Contcnt � acth+n � � h � � � � �No �Date � ,� � n o as � � � �� �; , � , No a�rs � {�'} �� / �� ( �.{� .� �� ' TYPe / p � (9D10 Req unless'noted) � a '.1 F ��.,�' . E �R' 4 r l"'� a Aft \p �/ - 1�a� } 3� E 1l0 �E�"' � ��� �e•• . . �, , , �.� � _ � ° �-� . E .�.2 . N , �:�:, . . .-�ey ", � � � ��s:.. . r �t,''�. �' ��z � c: I u .;. � ,. � �� s - _ .,._ , . _,. : . .a, t t �r, � 53 07/29/02 LOT 9; 24188-3 1253 BTM 119.5 7.3 1 93 54 07/29/02 LOT 60 24188-3 1237 BTM 108.3 1 1.7 3 90 ' 55 07/30/02 LOT 1 24188-3 1246 3 111.1 11.4 3 g? °5% Req., Failed, See RT �I55A 55A 07/30/02 ' LOT 1 2418E-3 1246 ' 3 11 G.G 12.6 3 9G '� 35°.b Req., RT of �55 56 07/30/02 LOT 1 24188-3 1246 3 710.4 11.2 3 g� 95% Req., Failed, ( ' SeF RT #/56A 56A 07/30/02 LOT 1 24188-3 1246 3 175.7 12.2 3 96 95% Req., RT of �156 I � 57 07/30/02 LOT 5 24188-3 1234 3 120.0 10.7 1 g� 95% Req., Failed, See RT 1J57A 57A 07/30/02 LOT 5 24188-3 1234 3 121.5 11.7 1 95 95% Req., RT of tt57 � 58 Q7/30/02 LO? 5 24188-3 1239 3 113.4 14.3 3 94 � 95°�b Req., Failed, See RT �/58A 58A 07/30/02 LOT 5 24188-3 1234 3 116.3 12.8 3 96 95% Req., RT of k58 e 95% Req., Failed, 59 07/30l02 LOT 59 24188-3 1238 2 116.2 1 1.1 1 91 See RT �59A 59A 07/30/02 LOT 59 2418R-3 123R 2 17_3.1 9.8 ? 96 95°io Re��., RT nf }'J59 ' 60 07/30/02 LOT 5 24188-3 1234 8 116.0 15.4 1 g� 95% Req. Failed, See RT t160A 60A 07/30/02 LOT 5 24188-3 1 234 8 123.4 1 1.1 1 96 RT of J160 95% Req., Failed, � 61 07/30/02 LOT 5 24188-3 1234 8 1 17.4 1 1.0 � 92 See RT of �161 A 61 A 07/30/02 LOT 5 24188-3 1238 8 121.6 10.0 1 95 95 % Req., RT of i161 � 62 07/30/02 LOT 33 24188-3 1229 16 1 19.9 8.3 1 94 63 07/30/02 LOT 33 24188-3 1229 16 120.9 9.7 1 94 64 07/30/02 CHANNEL SLOPE, 24188-3 1223 . 16 111.0 7.8 1 87 Failed, See RT #64A ' LOT 33 64A 07/30/02 CHANNEL SLOPE, 24188-3 1223 16 7 15.8 9.8 1 91 RT of it64 LOT 33 � 65 07/30/02 LOT 33 24188-3 1223 17 109.8 8.7 1 86 Failed, See RT J/65A 65A 07/30/02 LOT 33 24188-3 1223 17 1 14.9 9.6 1 90 RT of #65 66 07/30/02 LOT 3 24188-3 7240 10 119.2 9.1 1 93 95°/o Req., Failed, , See RT #66A 66A 07/30/02 LOT 3 24188-3 1240 10 123.3 9.2 1 96 95% Req., RT of #66 67 07/30/02 LOT 3 24188-3 1239 9 118.0 g.8 � 92 95% Req., Failed, � See RT �t67A 67A 07/30/02 LOT 3 24188-3 1239 9 123.4 9.6 1 96 95% Req., RT of #67 95% Req., Failed, � 68 07/30/02 LOT 6 24188-3 1238 14 120.9 9•9 � 92 See RT �J68A 68A 07/30/02 LOT 6 24188-3 1238 14 123.1 9.0 1 96 95% Req., RT of �/68 ' 69 07/30/02 LOT 6 24188-3 1237 13 118.3 9.0 7 90 95% Req., Failed, See RT #69A Converse Consultants ' CCIENTIOFFICE\JOBFILE11999\8119 9-1 1 21991 1 2-5 3.t24188.fdt ' , Field Density Tables Newland Homes Tract24188 March 6, 2003 Page 4 � "' :.� "Y�."` �?: 5 �-,?7" � -� +�a� .-��'r�! s t tr�C'�' ��� Yrs3�' ;�� � � t »a� p� y t ��_, �6��a a w7"a _. �, r«��' �` w�." _; "� �, g �r'.''"���.:Y �.. `� .� `� ��. &'6.,.,c f'"�,��� , �sk� �n,�! �, �� �� � �"� �S �`� � .. �e �N `t��� ,. ����{ �, ���- ���-�, �� � �� �f�k���Ma A,1 �ierld�' es�F�s�cttt� � �� � r �#�� ,,��,�'� ' �� `���.� '��H�#'#J I et Sa,.,_�t� "r�s ��.�€` �e,,. � 1a' �i+k ,�z �M���� ��d�� ��k#P:����p .. � ����� � �n���'�. ,.,,uit�s� � . . � : � �. � � E �t a r �, . i E ?i" �- � $ <r � �s t x .� ' :: x � �� .d a �9 ..: r(�9�. a � ��€i�. 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Y� a r �€�� ;.��! 1�0� �k� � 3 J" .� ,7 E �:�:�'$s`� j # r� ��.;s�. � . s_€ 1�m.�.h .:��k`,.3.ne�r�' _. �... _.�:E`�,�: � ,., . �'i„�� � 1:.. .. . . .� �5�; -.. _ .k, �_.. .��� i.,.�.. `�i �.`R�� dt,�'k� �i � t�.� .� �E n�i,,�`.a, -.�:'.���tv �_'��,: `,��'��&�`r.s� �� n ,. ,.'� '���` �� . <,� �` �, �,�+'�;��u�E .�`��'r�a'n"'.r, E.����`.# . 69A 07/30/02 LOT 6 24188-3 1237 13 125.5 8:2, 7 95 95% Req., RT of �i69 ' 70 07/30/02 LOT 5 24188-3 1239 38 122.� g.g � 93 95% Req., Failed, See RT #70A 70A 07/30/02 LOT 5 24188-3 1239 38 126.0 9.4 7 96 95% Req., RT of #70 1 71 07/30/02 LOT 5 24188-3 1238 37 123.8 9.2 7 94 95% Req., Failed, See RT #71 A 71 A 07/30/02 LOT 5 24188-3 1238 37 127.3 7.0 7 96 95 % Req., RT of #71 72 07/30/02 LOT 32 24188-3 1231 4 118.4 9.3 1 93 95% Req., Failed, See RT #72A 72A 07/30/02 LOT 32 24188-3 1231 4 123.6 8.9 1 97 95% Req., RT of #72 73 07/30/02 LOT 32 24188-3 1230 3 117.5 8.6 1 92 95% Req., Failed, ' See RT #73A 73A 07/30/02 LOT 32 24188-3 1230 3 123.8 9.2 1 97 95% Req., RT of t�73 74 07/30/02 LOT 33 24188-3 1229 4 118.1 9.0 1 92 95% Req., Failed, � See RT 1#74A 74A 07/30/02 LOT 33 24188-3 1229 4 123.7 8.2 1 97 95% Req., RT of #74 75 07/30/02 LOT 33 24188-3 1228 3 119.6 8.g � 93 95% Req., Failed, � See RT #75A 75A 07/30/02 LOT 33 24188-3 1228 3 124.3 7.9 1 97 95% Req., RT of #75 76 07/30/02 LOT 6 24188-3 1238 6 125.6 9.0 7 95 , 77 07/30/02 LOT 6 24188-3 1239 5 125.9 9.8 7 95 t 78 07/30/02 LOT 1 24188-3 1241 4 123.6 8.6 1 97 79 07/30/02 LOT 1 24188-3 1242 5 122.0 9.3 1 95 � ' 80 07/31/02 LOT 1 24188-3 1251 12 119.2 8.Q 12 g3 81 07/31 /02 LOT 3 24188-3 1250 26 1 16.5 13.4 12 91 82 07/31 /02 LOT 59 24188-3 1240 4 1 18.0 10.5 � 2 92 95 % Req., Faiied, See ' RT #82A 82A 07/31/02 LOT 59 24188-3 1240 4 119.2 9.8 4 93 95% Req., Failed, See RT ti826 826 07/31/02 LOT 59 24188-3 1240 4 121.3 9.6 4 95 95% Req., RT of 1 �182A 83 07l31 /02 LOT 2 24188-3 1251 20 119.8 12.4 12 94 84 07/31 /02 LOT 58 24188-3 1238 3 121.7 12.4 12 95 ' 85 07/31 /02 LOT 55 24188-3 1248 3 120.8 10.5 12 95 86 07/31/02 LOT 61 24188-3 1249 3 118.8 10.8 12 93 95% Req., Failed, � See RT #86A 86A 07/31/02 LOT 61 24188-3 1249 3 121.0 9.8 4 95 95% Req., RT of #86 87 07/31/02 LOT 63 24188-3 1251 BTM 116.6 10.3 i 91 � 88 07/31 /02 LOT 57 24188-3 1233 BTM 115.1 9.8 1 90 ' Converse Consuitants CCI ENIIOFF I C EWOBF ILE\1999\81 19 9-1 1 2\99112-53.tr14188.fdt ' Field Density Tables � Newland Homes Tracl 24188 March 6, 2003 Page 5 � ,a v 3 � , , �`"�t�� �i� ! 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E# � _. �� :�d "�a � �f .#.� '�sl��i... .�ur.... .�': E �, a . . 3�. . �b ; r E C.. � � �` ;:� � � �t�f� , ��` ��sf .: :. j„!� � �,'� � ! d ..� �' . r �i.. f� �. �.<. � �. .'.+��r€.r ,r,& ..�'�� . �« .. „� , ..��'i�.°, �..;:� �i��, ::�.,., rs .�. -� i:�iE�lrl� �, 'M"b�-�,.. z��� ,��, �� ._::. c�, �*'��'�:,.�'s '.'€�,�a, ( ��'r&.�`�.�n�t�?.i,5��i� a -:: �.�:.�:�;.;�''`�..� r .. K�'� -� �"' �� �' �°�� ;�`i,�?t_ Q " _ ..� ����',�.� �.. _... �';� ea�� � � 89 07/31 /02 ROTHT RNBERG DR., 24188-3 1245 11 123.3 10.6 1 96 S A 12+80 90 07/31/02 ROTHERNBERG DR., 24188-3 1246 12 123.3 11.9 1 96 ' STA 12+85 91 07/31/02 GRAND COLAS DR., 24188-3 1242 12 122.0 11.9 1 95 STA 10+90 GRAND COLAS DR., ' 92 07/31/02 24188-3 1243 13 122.7 11.5 1 96 STA 10+93 93 08/O1/02 LOT 32 24188-3 1241 12 120.5 8.3 1 94 ' 94 08/01/02 LOT 32 24188-3 1240 13 120.6 8.0 1 94 95 08/O 1/02 LOT 33 24188-3 1239 - 121.4 8.0 1 94 ' 96 08/01/02 LOT 33 24188-3 1238 8 117.7 9.4 1 92 97 08/01 /02 LOT 34 24188-3 1234 9 114.4 11.2 1 89 Failed, See RT �i97A ' 97A 08/01 /02 LOT 34 24188-3 1234 9 126.0 7.0 6 95 RT of #97A 98 08/01/02 LOT 34 24188-3 1235 10 115.6 8.1 1 gp 95% Req., Failed, See RT #98A � 98A 08/O1/02 LOT 34 24188-3 1235 10 126.3 7.4 6 95 95% Req., RT of �/98 Tests No. 99, 100, and 101 were not used ' 104 OS/01 /02 LOT 60 24188-3 1250 10 125.4 9.5 5 96 105 08/O1 /02 LOT 60 24188-3 1249 9 121.5 1 1.0 12 95 106 08/01 /02 LOT 58 24188-3 1248 8 121.0 12.5 12 95 ' 107 OS/01 /02 LOT 58 24188-3 1248 8 124.8 9.4 5 96 108 08/O1 /02 LOT 60 24188-3 1250 5 122.9 10.6 1 96 , 109 08/01 /02 LOT 60 24188-3 1250 5 122.9 9.8 1 96 11'0 08/O1 /02 LOT 62 24188-3 1252 3 124.1 9.3 5 95 e 111 08/01 /02 LOT 62 24188-3 1253 3 122.3 8.6 1 96 1 12 08/01 /02 LOT 57 24188-3 1251 19 124.3 9.6 5 95 � 1 13 08/01 /02 LOT 56 24188-3 1251 19 121.6 9.8 1 95 114 08/01/02 LOT 31 24188-3 1244 7 110.1 7.9 1 86 Failed, See RT #114A ' 114A 08/01 /02 LOT 31 24188-3 1244 7 123.6 8.4 1 97 RT of if 114 115 08/02/02 LOT 31 24188-3 1243 6 111.3 10.0 1 87 Failed, See RT #115A 1 115A 08/02/02 LOT 31 24188-3 1243 6 122.5 8.4 1 96 RT of �/1 15 116 08/02/02 CHANNEL SLOPE, BELOW Z4188=3 1038 11 115.1 8.9 1 90 95% Req., Failed, , LOT 32 See RT �11 16A 116A 08/02/02 CHANNEL SLOPE, BELOW 24188-3 1038 11 121.7 9.0 1 95 95% Req., RT of #116 LOT 32 ' Comerse Consukants CCIENTIOFF ICE1J08 FILE11999181 \99-112199112-53.tr24188.fdt ' Field Densiry Tables � Newland Homes Tract 24188 March 6, 2003 h �' - 'r`� � S�; ��'� � ,� � � f�q� � c t � � �u Page 6 L a .� `� � � �� ; �� � r � �., s,�,. . � �c;:�c , r � �r p � � � E� � r ', i �'�� + �s� r�S�° t�#� � fE �, �, : E C€ �4.,� a �.l , .�i��`i Si �' � �� �.: �� {�y �':ol:'� p ��,.,. ; . v, r€�E� � �4 .;v� E $ s�i ^f a . 2 '3 2�� I f� '., �(. �R - €Y:. 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"�., . co�.i1.� ,. y:i.s€:P`'�s.._ 3€ ,�id� �,"1� -�-i 3C"�d,'xs�Si,�i�:F�¢ � .0.;4d� k c.�4"., u�, , � xA �.;�Y Y'� t�yt:..'$ ,�"".; �'Test" �E tT'est , �� �� �����... �,k� , .i � �" .:� t�a��T�st, �: prox , �� � :G, � � olst � ��, � � � �'°�!�� �'�� � �:��'� E,� . � I � � � a'� 3 �.00d�QI� & � v �CdC�� n._.s�i r � � 3 , �,x• �' � � : _ �� . � �{iW 11 e � ;?�' �-r'_ `�t .,,. � € . . s:nc��.� n �- �, � �,-�'r nx . -s`� :rE�@ � � E .' � .d".,:.3 � YC��� ��.%v.�r�' "��, ��' �..'�"3 a �. � ..� �SE�;x �" y�'as �aa� � ��.. . �R@M7����`° i ' �`�hCa� �� DaEe � � �_� �� �;s�� '� � �f � � � �e�ose► s� dens ,Goe�tent �� �. � : �� �r �. - `�i"" - �€e-� ��� .� ���E��-rv�° �i' ��i5�:. . ��. �t��_q� ,.�.,��,�J�;.,:���;�, �v�-HC'��Gti�':� �,.��k h;��.;.�!,"��'-,��.. sx�r.. �'+�,ss � �C,�'� �, .:s � �i-� �.... � .;_ . F �"�' rv :-:�. E� �?• �],�� 1 ; � 1 -� � ,g� . � � . N a. ..�i'nT @.,. '�"�m�r �s. � � ,p� � � ` = ( � 3� �� (9t�°!a eq unless FlOfed ` ��.� � � �i?,� ����'� ��'dz E v 'k. 1� E� .: s ,� . � 't:�Gi � �.-::� � . I � �„-' E .. � #E� � t '. S� �fi �"��..t�: l J_�a �£ � 2 m g . , � i O IO ��' ..€' Y � t'�':t r . � � " ,, c �' � •_.. _ �_ «: ..._,. �' . ��.�'k,, xi�,n .. � n���� �._�, ,�'��i�� # "�.m�,_3S,c�v'< , a 'tt; ���(�.. ,`?'.<�' a� ���I&' �`� �'�,� ri . ��S`�t i ..�`�t �`� r �E .,����'�5 �£., ��#E� � �` �s� �."�''� � d��'+� - � ,,.,�:.� ( � .,,,..� n���. �.. ,.: � og, . � :r����' � , :.crm .. �a ,. .5.: 117 08/02/02 CHANNEL SLOPE, BELOW 24188-3 1037 10 110.6 9.4 1 86 Failed, See RT #117A LOT 32 7 17A 08/02/02 CHANNEL SLOPE, BELOW 24188-3 1037 10 123.5 8.8 1 97 RT of #117 LOT 32 � 118 08/02/02 LOT 33 24188-3 1240 15 t 22.1 9.3 6 92 ' 119 08/02/02 LOT 33 24188-3 1241 16 121.8 8.5 6 92 120 08/02/02 LOT 34 24188-3 1236 6 127.0 7.5 6 96 � 121 08/02/02 LOT 56 24188-3 1239 4 717.6 8.4 � i 9 95% Req., Failed, See RT#121A 121 A 08/02/02 LOT 56 24188-3 1239 4 121.1 9.7 1 95 95 % Req., RT of #121 ' 122 08/02/02 LOT 56 24188 1239 4 � �g,5 �.� � 9 � 95% Req., Failed, See RT �J122A 122A O8/02/02 LOT 56 24188 3 1239 4 122.1 8.0 1 95 95% Req., RT of tl122 123 08/02/02 GRAND COLAS DR., 24188-3 1238 8 118.6 8.9 1 93 95°�a Req., Failed, See ' STA 12+00 RT i/123A 123A 08/02/02 GRAND COLAS DR., 24188-3 7238 8 121.6 10.0 1 95 95% Req., RT of #123 STA 12+00 124 08/02/02 GRAND COLAS DR., 24188-3 1238 8 117.g g.2 � 92 95% Req., Failed, See �. STA 12 + 05 RT # 124A 124A 08/02/02 GRAND COLAS DR., 24188-3 1238 8 122.1 9.7 1 95 95% Req., RT of 3t124 STA 12+05 125 O8/02/02 LOT 54 24188-3 1234 BTM 124.1 9.9 5 95 � 126 08/02/02 LOT 54 24188-3 1235 1 118.9 11.7 1 93 95% Req., Failed, See RT i1126A 126A 08/02/02 LOT 54 24188-3 7235 1 121.7 10.6 1 95 95% Req., RT of #126 e 127 08/02/02 LOT 11 24188-3 1239 4 121.0 10.2 1 95 128 O8/02/02 LOT 11 24188-3 1239 5 121.4 10.4 1 g5 , 129 08/02/02 GRAND COLAS DR., 24188-3 1240 5 124.6 10.3 5 95 STA 12+00 130 08/02/02 GRAND COLAS DR., 24188-3 1240 5 121.6 1.2.0 1 g5 ' STA 12+00 131 08/05/02 ROTHENBERG DR. 24188-3 1239 15 121.0 70.9 1 g5 132 08/05/02 ROTHENBERG DR. 24188-3 1240 16 122.4 11.1 1 g6 , 133 OS/05/02 LOT 58 24188-3 1254 21 123.7 10.5 1 g7 134 08/05/02 LOT 58 24188-3 1255 22 123.6 9.5 1 g7 ' 135 08/05/02 LOT 61 24188-3 1258 25 115.3 8.p 1 gp 136 08/05/02 LOT 61 24188-3 1257 24 116.4 9.5 1 g1 ' 137 08/05/02 LYLES DR. 24188-3 1241 2 121.0 7.8 1 95 138 OSl05/02 LYLES DR. 24158-3 1240 2 122.3 8.9 1 96 � 139 08/05/02 LOT 4 24188-3 1240 8 122.2 7.8 1 96 ' Converse Consukants CCIENIIOFF IC EIJOBF IL E11999181 \99-112\99112-53.tr24188.fdt ' Field Density Tables ' Newfand Homes Tract 24188 March 6, 2003 �,�� �� ,� E � �;n � �`i � �k 3 � c� x{ c � r s �4E5ai"�,�i^. 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' '' ` , �1;� ' �SS,, z, � �..., y i, � .� �.'�'n.. . �f ., .� �� ��' , #�. ... ,.. ,.,s� .�W_.a� ir.,. .�..�.'�.:, �,�, ,i;�.��:: _,��,,.. i���;�,'�?"t��s��� `�E . '?�,.; ..,...,� �h���rg� �'a'�',�. ,�t��� iw.����s�...:.�,. ��� ���� {�'� ��#t.�.i�q'`��� �,,�� �� . ' . _.,.�, , � .- Z� aa+f ` �`wR .��,.m a . � < <�?!� ��.r � 140 08/05/02 LOT 3 24188-3- 1250 26 121.6 7.5 1 g5 141 08/05/02 LOT 56 24188-3 1242 2 117.7 g.g � 92 95% Req., Failed, See � RT #141A 141 A O8/05/02 LOT 56 24188-3 1242 2 121 .0 8.0 7 95 95% Req., RT of �t141 142 08/05J02 LOT 58 24188-3 1248 5 116.3 6.0 � g� 95% Req., Failed, See ' RT #142A 142A 08/05/02 LOT 58 24188-3 1248 5 121.8 8.9 1 95 RT of Jf 142 143 08/05/02 LYLES DR. 24188-3 1244 2 121.5 9.2 1 95 ' 144 08/05/02 LYLES DR. 24188-3 1244 2 122.1 8.7 1 95 145 08/06/02 ROTHENBERG DR., 24188-3 1243 4 110.0 15.6 2 96 95% Req. , LOT 59 146 08/06/02 IOTS 60 & 61 24188-3 1250 BTM 121.1 9.3 1 95 95 % Req. 147 08/06/02 LOT 1& 2 24188-3 1256 22 1 19.1 9.2 1 93 ' 148 08/06/02 LOT 5 24188-3 1250 30 1 13.3 9.8 3 94 149 08/O6/02 LOTS 6& 7 24188-3 1248 23 1 13.3 10.4 3 94 ' 150 08/06/02 LOT 7 24188-3 1246 15 114.0 14.6 2 99 95% Req. 151 08/06/02 LOT4 24188-3 1253 29 116.5 8.1 1 gt � 152 08/06/02 LOT 2 24188-3 1244 13 1 14.1 13.6 2 99 95% Req. 153 08/06/02 LOT 1 24188-3 1246 5 121.5 9.8 1 95 95% Req. , 154 08/O6/02 LOT 6 241$8-3 1248 25 116.6 12.6 3 96 95% Req. 155 08/O6/02 LOT 3 24188-3 1257 22 119.3 11.8 3 99 ' 156 08/O6/OZ LOT5 24188-3 1256 25 117,1 12,7 3 g7 157 08/06/02 LOT 7 24188-3 1239 4 119.5 7,g � 93 95% Req., Failed, See � RT of #157A 157A 08/06/02 LOT 7 24188-3 1239 4 122.5 8.0 1 96 95% Req., RT of #157 158 08/06/02 LOT 56 24188-3 7246 13 121.3 7.4 1 g5 ' 159 08/06/02 GRAND COLAS DR. 24188-3 1242 7 115.2 11.9 3 95 160 08/O6/02 GRAND COLAS DR. 24188-3 1244 9 115'.6 11.1 3 96 ' 161 08/06/02 LOT 10 24188-3 1240 7 121.8 7.9 1 95 162 08/06/02 LOT 10 24188-3 1241 8 115.8 11.8 3 96 � 163 08/06/02 LOT 62 24188 1224 2 123.4 8.1 1 96 164 O8/06/02 LOT 62 24188 1228 6 123.3 10.0 1 g6 0 165 08/07/02 LOT 62 24188 1232 10 1 10.5 17.6 2 g7 , Converse Consuttants C C I E NT�OFFICEIJOBFILE11999181199-112199112-53.tr24188.fdt ' � Field Density Tables Newland Homes Tract 24188 March 6, 2003 Page 8 ��' "k .�.E f k`�.: f 't� �f.:<<W 4Q` S.�1iti a;E �M.JYL� s#��s3 � ,,JS f! �,�[ �`! 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Y :.,, �£r�n;a; `��''�.;� i xu a €� �.:�. � . ..��`.��e�;' „i�;� i�.. , � -: f�.," ., : „�,"( .�3s .oT�. �� �. . � "`��t.( E E } € � � �� � av� ..�,_..�..��s�:...�P .�.s A . ... �.. � �� r.,�''.��., 3�r.� . a€'2�� E ..����,��a,i:.'�`.�. 166 08/07/02 LOT 62 24188 1234 12 117.1 7.0 3 97 ' 167 OS/07/02 LOT 35 24188-3 1234 BTM 118.1 9.$ 3 98 168 08/07/02 LOT 63 24188 1235 9 � 108.2 17.1 2 95 , 769 08/07/02 LOT 63 24188 1237 17 119.9 9.6 3 99 170 08/07/02 LOT 2 24188-3 1253 22 112.3 1 7.2 3 93 ' 171 08/07/02 LOT 2 24188-3 1255 24 115.9 7.2 1 91 172 OS/07/02 LOT 32 24188-3 1245 21 121.1 1 1.0 1 95 � 173 08/07/02 LOT 33 24188-3 1247 28 121.2 9.8 1 95 174 08/07/02 LOT 100 24188-3 i 257 6 1 19.5 14.7 3 99 1 175 08/07/02 LOT 98 24188-3 1258 9 122.8 10.1 1 96 176 08/07/02 LOT 31 24188-3 1242 BTM 121.9 8.5 1 95 95% Req. � 177 08/07/02 LOT 37 24188-3 1244 2 122.3 8.4 1 96 95% Req. 178 08/07/02 ROTHENBER DR., 24188-3 1240 5 123.5 8.0 1 97 95% Req. STA 10+00 � ROTHENBERG DR., STA 179 08/07/02 24188-3 1242 7 122.8 7.5 1 96 95% Req. 10 +00 180 08/07/02 RIVERA DR., STA 10+10 24188-3 1242 BTM 124.1 10.4 1 97 95% Req. , 181 08/07/02 RIVERA DR., STA 10+10 24188-3 1244 2 126.4 10.7 6 95 95% Req. 182 08/07/02 LOT 5 24188-3 1251 20 127.8 7.9 6 96 95°� Req. � 183 08/07/02 LOT 5 24188-3 1253 22 127.2 9.0 6 96 184 OS/07/02 LYLES DR., FRONT OF 24188>3 1247 8 7 12.0 9.9 3 93 LOT 59 185 08/07/02 LYLES DR., FRONT OF 24188-3 1247 8 109.3 9.7 3 90 , LOT 59 186 08/07/02 LYLES DR., FRONT OF 24188-3 1254 3 115.6 14.1 3 96 LOT 61 187 08/07/02 LYLES DR., FRONT OF 24188-3 1254 3 115.5 13.4 3 96 ' LOT 61 788 08/08/02 LOT 59 24188-3 1251 74 109.1 15.9 2 95 95% Req. 189 OS/08/02 LOT 59 24188-3 1253 16 106.0 17.1 2 93 95% Req., Failed, See ' RT #189A 189A 08/08/02 LOT 59 24188-3 1253 16 108.8 15.0 2 95 95% Req., RT of tl189 � 190 08/08/02 LOT 99 24188-3 1257 7 124.3 10.8 1 97 95% Req. 191 08/08/02 LOT 99 24188-3 1259 9 117.9 9.5 1 92 95% Req., Failed, See RT #191A � 191A 08/08/02 LOT 99 24188-3 1259 9 122.5 9.0 1 96 95% Req., RT of t/191 192 08/08/02 GRAND COLAS DR., 24188-3 1247 7 120.4 12.5 1 94 STA 10+50 ' Converse ConsuRants CC I ENT�OFF I CE\JOB F I LE\1999\81199-1 1 21991 1 2-5 3.t�4188.fdt � , Field Densfty Tables Newland Homes Tract 24188 March 6, 2003 Page 9 �E ' a�� ,i i�.a!€. s ���tE� °ix � :-:�. ,�� «:.,::. �r s d -� �,��'�R �� i ,.��. -. ��:€`�'" _��` ���T,. h �._, ��;. n I:. 4 .: � � ���� 3 L � Y c �.. 3,k ,�.� s � . +�i�� € � �n K�2 :�" � ,.� .� s� E �i � � , � i t�. 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' 200 08/08/02 LOT 61 24188 1236 5 114.3 11.5 3 95 201 08/08/02 LOT 61 24188 1236 6 115.2 11.2 3 95 ' 202 08108/02 LOT 1 24188-3 1257 23 121.0 10.8 1 95 20� 08l08/02 LQ? 1 241$8-3 1259 25 121.7 11.7 1 95 ' 204 08/08(02 LOT 5 24188-3 1254 23 122.6 9.2 1 96 205 08/08/02 LOT 5 24188-3 1256 25 121.8 9. i 1 95 ' 206 08/08/02 LOT 31 24188-3 1245 2 125.6 7.3 6 95 207 08/08/02 LOT 37 24188-3 1247 4 126.0 7.5 6 95 ' 208 08/OS/02 LOT 52 24188-3 1245 BTM 117.5 11.5 3 97 209 08/08/02 LOT 65 24188-3 1259 BTM 121.4 10.7 1 95 ' 210 08/09/02 LOT 58 24188-3 1251 16 117.7 10.9 1 92 211 08/09/02 LOT 58 24188-3 1252 17 118.3 10.5 1 92 , 212 08/09/02 LOT 57 24188-3 1253 20 116.4 13.0 3 96 273 08/09/02 LOT 57 24188-3 1254 21 116.8 13.1 3 97 ' 214 08/09/02 LOT 54 24188-3 1254 13 121.4 10.6 1 95 215 08/09/02 LOT 52 24188-3 1252 7 718.5 10.7 � 93 95% Req., Failed, See RT #275A ' 215A 08/09/02 LOT 52 24188-3 1252 7 121.7 10.1 1 95 95% Req., RT of #/215 216 08/09/02 LOT 53 24188-3 1254 2 122.3 9.8 1 96 � 217 08/09/02 LOT 53 24188-3 1254 3 121.9 9.3 1 95 218 08/09/02 LOT 54 24188-3 1256 15 114.4 13.9 3 95 95% Req. � 219 08/09/02 LOT 54 24188-3 1258 17 122.0 10.9 1 95 95% Req. 220 08/09/02 LOT 5 24188-3 1252 27 119.6 8.1 1 93 ' Converse Consuttants CC I ENIIOFFI C E\J OBF I L E11999181 \9 9-1 1 219 91 1 2-5 3.tf1418£3.fdt � ' Field Density Tables Newland Homes Tract 24188 March 6, 2003 Page 10 ¢� ,r,� :?�" €+�`e � y �4 ,� �,,, � � { ���du� �:; d.�•�,n{a�!�Yt'��� ,:�'�E�f�„€.� y 4,-� Q * v r�d � .� � �A� 3��"°� � � c` � � �.. � . � ��i' � ��kt � �,,t� � ��n{�'�d� � . .�� .. � p�q. �w . .: �; ' .: iTe�h iw1Y�� � r �.;� EE� ����s.� �'� E��'� i �.,�t`�`'�"ro� el. �� � �'C�" E��g" �;a'��� �i�e� .� ,� .�'� i r� �. a;h_��bl� t1.Q � �.�. ���� ...����..� � .. �� , � ,� � t �i . �� u4,�� �E�` �v�` .. � �u��k.�a�,�„ ���� � ._.� �� iiv, 3 _ .r .�k.���� €�h i��„�:�� � ,_ �. �.t�,:d� ��-'�s o � _.,3'.l�'�„ � _ .. r..� :;,. 5Y�' � �C�t.�;� . 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' 224 08/09/02 LOT 52 24188-3 1254 9 123.6 9.6 1 97 95% Req. 225 08/09/02 LOT 52 24188-3 1256 1 1 119.0 11.0 3 98 95% Req. , 226 OS/12/02 LOT 3 24188-3 1257 32 121.8 8.7 1 95 227 08/12/02 LOT 60 24188-3 1258 16 116.6 8.0 1 91 ' 228 08/12/02 LOT 61 24188-3 1260 15 118.1 7.2 1 93 229 0$/12/02 LOT 6 24188-3 1253 25 127.5 6.6 5 98 � 230 08l12/02 LOT 56 24188-3 1257 22 122.1 8.8 1 95 231 08/12/02 LOT 53 24188-3 1259 11 124.6 8.8 1 97 95% Req. � 232 08/12/02 LOT 53 24188-3 1261 13 126.7 10.1 7 96 95% Req. 233 08/12/02 LOT 100 24188-3 1262 2 121.8 8.4 1 95 � 234 08/12/02 LOT 100 24188-3 1264 4 127.3 8.4 6 96 235 08l12/02 LOT 98 24188-3 1264 4 122.1 7.6 1 95 ' 236 08/12/02 LOT 98 24188-3 1266 6 121.8 7.4 7 95 237 08/12/02 LOT 63 24188-3 1260 4 120.9 8.9 1 95 � � 238 O8/12/02 LOT 63 24188-3 1262 6 123.1 7.0 1 96 239 OS/12/02 LOT 29 24188-3 1246 BTM 118.3 3.6 6 gg Native Bottom, 85% Req. 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"� - �.�4. �g � '� £ ��� M �`� �� � i1�Q�� � �n 4�-� �.u� 3� r���dF a}y� ���+ �' :....� _ �. _.:.,.o o..:..e�,..,.�a. ,.. � � .....: _>: � �1 x..sla.^9�. �. $�,-_ �s�.... ..^�i,� ,��� '. A . �k.l�.t ,ale�� ✓ a u . ; �. � .`� .��F.J� 7€� � . §�, . � �. . _" ��, _i: ,� n . �. '1 �-.: � FI 250 08/13/02 LOT 4 24188-3 1261 21 112.7 10.5 rv � 3 93 � 251 08/13/02 LOT 4 24188-3 1263 23 113.5 11.3 3 93 252 08/13/02 LOT 98 24188-3 1264 3 116.5 10.5 7 91 , 253 OS/13/02 LOT 61 24188-3 1262 5 120.8 12.9 7 92 254 O8/13/02 ROTHENBERG DR., STA 13 +00 24188-3 1261 26 1 15.8 9.0 1 g 1 ' 255 08/13/02 LOT 56 24188-3 1262 22 118.4 g.1 1 g3 256 08/13/02 LOT 56 24188-3 1263 24 1 18.1 10.9 1 92 ' 257 08/13/02 LOT 63 24188-3 1264 12 111.9 16.1 2 98 95% Req. 258 08/13/02 LOT 63 24188-3 1266 14 108.4 16.5 2 95 95% Req. � 259 O8/13/02 LOT 11 24188-3 1242 BTM 121.0 8.7 1 95 260 08/13/02 LOT 11 24188-3 1244 2 121.8 8.8 1 95 261 08/13/02 LOT 19 24188-3 1236 BTM 119.6 g.4 � 93 95% Aeq., Failed, See . ' RT of N261 A 261 A 08/13/02 LOT 19 . 24188-3 1236 BTM 121.8 8.3 1 95 95% Req.RT of t1261 262 08/13/02 LOT 19 24188-3 1238 2 120.2 9.2 1 94 95% Req., Failed, See � RT of #262A 262A 08/13/02 LOT 19 24188-3 1238 2 122.1 8.8 1 95 95% Req., RT af #262 263 08/13/02 LOT 57 24188-3 1248 BTM 121.9 8,6 1 95 , 264 OS/13/02 LOT 57 24188-3 1250 2 122.3 8.9 1 96 265 O8/13/02 LOT 20 24188-3 1251 BTM 121.9 8.8 I 1 95 � 266 08/13/02 GUADAGNO DR., 24188-3 1254 2 122.1 8.2 � 1 95 LOTS 20 tY 49 267 08/14/02 LOT 11 24188-3 1246 10 I 115.2 12.0 3 95 � 2E4 C�;14;C2 LvT i 1 � 24188-3 1248 12 116.2 11.5 � 3 96 � 269 08/14/02 LOT 12 24188-3 7242 4 114.5 12.6 3 95 � 270 08/14/02 LOT 52 24188-3 1251 4 1 15.0 14.0 3 95 271 OS/14/02 LOT 12 24188-3 1247 7 116.1 11.7 3 96 � 272 08/14l02 LOT 2 24188-3 1265 32 123.2 8.4 1 96 273 OS/14/02 LOT 2 24188-3 1266 33 122.6 8.6 1 96 � 274 08/14/02 LOT 4 24188-3 1260 21 121.9 9.2 1 95 27F �g/?q/n2 i nr a ?algg_3 i?g? ?� i?�,n g.7 i g� ' 276 08/14/02 LOT 7 24188-3 1256 15 122.0 8.8 1 95 , Converse ConsuRants CC I ENTIOFFICE\JOB FI LE11 9 99181199-11 21991 1 2-5 3.tr24188.fdt _ � ' Field Density Tables Newland Homes Tract 24188 Maroh 6, 2003 �� ����� �a � v�, p �y._� .,, � . . �,�. ._i,�. �t"� ,a�` =n` �� ri?S� � ....,1 t ^�" 5�'.x � �S�' � - - � �-�� : �.�. 2 .. Page 1 � �� � �'� � ���; � � ';� �� � ���;� .�I.F� i��°� ���,, �,� � �`��' t -�� ����€ s ` ai ,ta ����� ' �� T�'c� � � uf � s4�,� �»r �� � s"� ��1 �'� 1 �� "�$SU�� t � d �� � � �`�y�z s. f �� � �`�'� �'a�€ � dha w� �` E �`t` r�4 ��' ' w�.,.:,�"� Ei . i ui? - t�� �1 � � €G� , s. �TZ 3�. ° 4�a �, � € u.l�� l��� ������ �� � 9 ��'f§§ 3 � (�F,.... y ��,� � f � ,r' . � �„�:�ul: �� i �,�, �°��`, t- :'" � .��`�v� ia� E �{� � ��, �� r � _e� i�'�u._ � . .i��� `� � k. .�. ...- _" E;� € �� �n �I �� � .. s� �"�3-'�£ � � r ����� F'�'� � ' � � � `t�i_ tr � �} a 1"07G ES� g �I OX.�°��,� � " �r01�] : *�, >% ��S�F T ��, LOCd� N� 6� 4�H,, °r�� , 6 � a tr.. v t-. t 7sx ?f .� i � �'��'!'iA � . ���G;�BX `�t `�' � �� � i ''II'Nr � �a aic�$€ § � � � b[�u . � d�� 1'k5 / �` � � � �'�E� ��� �` F � �}��, . . '�'t� s� r Y � �r ; w �', !l�O�f S� � ' �� j' ; &� � �� . . �v �.Y��' "'�C�� 'W` �..:..c ��+', 3�� k � s���$� '� i s'� t b if � r�- �.3l�n Y -r ��' �n1 5s�� r�� , �� , .,� � � ���u � ����5���� ���� I ��,� � '�[!0 � .::. �'�``��} � _ � � 3 -^� � R � �� �� s .;��rh - o� , a Re+q �n oted} � ��,r � �}�� � �� �� � ����=%, s� -w '��,r � ����. p ` . �..: . � . ��� .'.�'�-��� � .. .�;���� �€�� �� � � n ri €�„��t�4 � �...:..����a.�4��, �.. , ����k�`4i��� ��1�L1��� . -�-sa. � -:L, r �.UR�! , s f . f „ . .. T �'^� . s.. �.� �i .n .,_ . ..n�i`.. ,. 4n� � , [S „_ E . � k.i �' 277 08/14/02 LOT 7 24188-3 1258 17 121J 9.8 1 95 � 278 08/14/02 LOT 3 24188-3 1264 38 115.4 8.5 1 90 279 08/14/02 LOT 3 24188-3 1266 41 117.5 7.5 1 92 ' 280 08/14/02 LOT 5 24188-3 1264 33 116.6 7.6 1 91 281 08/14/02 LOT 5 24188-3 1266 35 117.8 7.2 1 92 ' 282 08/14/02 LOT 7 24188-3 1260 19 116.9 7.8 1 91 283 08/14/02 LOT 7 24188-3 1264 23 118.5 8.0 1 93 � 284 08/14/02 LOT 95 24188-3 1282 2 118.8 10.6 1 93 285 08/14/02 LOT 64 24188-3 1265 2 114.9 8.9 1 90 � 286 08/14/02 LYLES DR., LOTS 64 & 95 24188-3 1278 BTM 108.7 3.0 � 85 Native Bottom, 85°� Req. 2$7 08l14/02 LOT 67 24188-3 1272 2 115.0 9.9 1 90 ' 288 08/14/02 LOT 52 24188-3 1253 8 118.3 9.2 7 92 95% Req., Failed, See RT #288A 288A 08/14/02 LOT 52 24188-3 1253 8 122.3 8.9 1 96 95% Req., RT of if288 � 289 08/14/02 LOT 50 24188-3 1269 2 120.0 9.5 � 94 95% Req., Failed, See RT #289A 289A 08/14/02 LOT 50 24188-3 1269 2 121.9 9.0 1 95 95% Req., RT of #289 � 290 08/14/02 LOT 67 24188-3 1258 2 116.1 10.4 3 96 291 08/14/02 LOT 67 24188-3 1260 2 117.1 10.9 3 97 � 292 08/14/02 LOT 89 24188-2 1204 BTM 108.2 10.5 3 90 293 08/14/02 LOT 87 24188-2 1207 BTM 110.6 8.8 1 86 Failed, See RT #293A � 293A 08/14/02 LOT 88 24188-2 7207 BTM 112.4 9.5 1 88 Failed, See RT #2936 2936 08/14/02 LOT 89 24188-2 1207 BTM 115J 9.4 1 90 RT of #293A ' 294 08/14/02 LOT 88 24188-2 1209 2 111.7 12.9 3 92 295 09/10/OZ GREENE GIR. IN FRONT OF 24188-2 1217 14 125:4 8.6 6 94 LOT 95 ' 296 08/Y4/02 LOT 91 24188-2 1197 2 118.8 7.1 1 93 297 08/14/02 LOT 90 24188-2 1206 2 107.2 8.7 1 84 Failed, See RT �f297A � 297A 08/14/02 LOT 90 24188-2 1206 2 114.6 9.2 1 90 RT of #297 298 08/15/02 LOT 28 24188-2 1217 3 119.0 6.3 1 93 95% Req., Failed, See RT #298A � 298A 08/15/02 LOT 28 24188-2 1217 3 106.9 6.7 � gg 95% Req., Failed; See RT #2986 2986 OS/15/02 LOT 28 24188-2 1217 3 115.4 7.6 � gp 95% Req., Failed, See �i298C � Converse Consuttants CCI E NT�OFF I CEIJOB FILE11999181 \99-112\99112-53.t24188.fdt � � _ , Field Density Tables Newland Homes Tract 24188 March 6, 2003 Page 13 y��.,h �ytr . ;'s �fl � � s z ! � r�21 t�'f a 1� .. s'p' �.5.. 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' ,;�;r_ h'� , z :,� �°,.�.� � H�s n �� � �` �3s ���8 E11�1�$tl� � - �'� �" .� . 8 'C.��0�1� ?� ? �� �s;' ,ir��i�...� a :�*� :. �11� �- �.a�e� �- �f: � �"��,k __. � �r � � �� N ,�°��� -, r� I- u �� � �-� �.. „� � cei _�a t� s,. � . e?� s �` x � �" � !� d �-° c ��7{,t^, - i E' tP � � �t eu � "ry� E � i� { '[�: �. �( �"'� !I`� , � j,� `��d 'x��-;; � � LIG� �!`��,x � R '` �` �� �� x �� `� °� 4� �� t� ���„��'ft}i ���� (� � � ;� t� {p,!�� , � � (, �` "f �,��_ ?'�, �('743 : %� ., � � � ��"'� �., ( . ' ..:,.. �"�� „ . : E �� , <:-�.: �" ,'"�...`,s. �. �� �r..,a`#"?"',� .. l:� . �Y. �.: � r... r; ��r'�n .�i�7 , ��, ���,�-�'''n,�. � �.x ���"sr�a"u` '.`."�����E c�.u. ..:; ,��„�,�h„�„�,� .������� � -���rz�� " `"�'� R.�n _ - � .,�' _ ,.i .���°f.� 298C 08/75/02 LOT 28 24188-2 1217 3 114.6 9.5 3 95 95% Req., RT of #2988 ' 299 08/15/02 LOT 27 KEYWAY AREA 24188-2 1205 3 116.8 4.9 � 91 95% Req., Failed, See RT JJ299A 299A 08/15/02 LOT 27 KEYWAY AREA 24188-2 1205 3 113.0 8.6 3 93 95% Req., Failed, See RT #2996 '� 299B 08/15l02 LOT 27 KEYWAY AREA 24188-2 1205 3 116J 9.4 3 96 95°� Req., RT of #1299A 300 08/15/02 LOT 10, KEYWAY AREA 24188-2 1210 3 121.7 9.5 1 95 95% Req. ' 301 08/15/02 LOT 27, KEYWAY AREA 24188-2 1208 6 121.3 10.2 1 95 95% Req. 302 08/75/02 LOT 11, KEYWAY AREA 24188-2 1212 8 117.2 9.6 3 97 95% Req. 303 08/15/02 LOT 10, KEYWAY AREA 24188-2 1212 6 119.3 7,7 � 93 95% Req., Failed, See �. RT N303A 303A 08/15/02 LOT 10, KEYWAY AREA 24188-2 1212 6 122-.0 7.5 1 95 95% Req., RT of #303 � 304 08/15/02 LOT 28, KEYWAY AREA 24188-2 1219 6 117.5 10.6 3 97 95°h Req. 305 08/15/02 LOT 27, KEYWAY AREA 24188-2 1215 10 118.2 12.5 3 98 95% Req. � � 306 08/15/02 LOT 11, KEYWAY AREA 24188-2 1214 13 121.6 9.3 1 95 95% Req. 307 08/15/02 LOT 27, KEYWAY AREA 24188-2 1217 15 121.0 9.0 1 95 95°� Req. � 308 08/15/02 LOT 9, KEYWAY AREA 24188-2 1222 8 117.5 9.1 3 97 95°� Req. 309 08/15/02 LOT 28, KEYWAY AREA 24188-2 1224 9 121.3 8.7 _ 1 95 95% Req. ' BETWEEN LOTS 10 & 11, 310 08/15/02 KEYWAY AREA 24188-2 1216 12 114.4 12.0 3 95 95% Req. 311 08/15/02 LOT 27, END OF 24188-2 1220 8 120.0 13.1 3 99 95°h Req. CUL-DE-SAC � LOT 28, END OF 312 08/15/02 CUL-DE-SAC 24188-2 1222 10 121.3 9.0 1 95 95% Req. 313 08/15/02 LOT 28, NE RAMP AREA 24188-2 1224 2 114.8 9.1 1 gp 95°� Req;, Failed, See RT #313A � 313A 08/15/02 LOT 28, NE RAMP AREA 24188-2 1224 2 � 17,4 g � 92 95°k Req., Failed, See RT �i3136 313B D8/15702 LG�T 28, NE RAMP AREA 24188-2 1224 2 117.0 g.2 � 91 95% Req., Failed, See RT k313C � 313C 08/15/02 LOT 28, NE RAMP AREA 24188-2 1224 2 1 78.2 10.2 3 98 95% Req., RT of �/3136 314 08/15/02 LOT 21 24188-3 1260 3 122.6 7.9 1 96 95% Req. e 315 08/15/02 LOT 21 24188-3 1262 5 121.1 7.7 1 95 95% Req. 316 08/15102 GUADAGNO DR. 24188-3 1258 4 121.6 8.9 1 95 95% Req. � 317 08/15/02 GUADAGNO DR. 24188-3 1260 6 122.4 8.5 1 96 95% Req. 318 08/15/02 LOT 67 24188-3 1276 6 117.4 7.2 1 92 � 319 08/15/02 LOT 68 24188-3 1278 10 116.9 7.1 1 91 320 08/15/02 LOT 51 24188-3 1269 14 117.3 7.2 1 92 � Converse ConsuRants CCI ENTIOFFICEIJOBF I L E11999181199-112199112-53.tf24188.fdt � I Field Density Tables Newland Homes Tract 24188 March 6, 2003 �f�y ��' xz� `� 3` � f�� :� 9� F� � ��s[. .?�., � �'�€'r2&:�t � ',.� P89014 y� . 5 �i � ,, h� {y� y ,, �i . �` � �( 4 .a.� �$��, ir� € � 4 S� , � "�.Y [ �' � �e3r £�t y �k� E ��, ro Y St'wrE3.,;r`if�s� r:,� t�i�'� �`'� � ��-: �:� � .: ...,T����78 Q b �, ��s [ / s � j s�'! p pQ ■* d 1 _:l� -� a �� . � c �,1 "� �� �S ry '�t�s r;€: ..a��E..a �.--� ���E?,�af�'Z�."�sIG �' y �34 �rk ww � b" •'R E�+��. ��F���11,����1 ��I��J�`�$����A'{.fiiit�lM�''�n, 1 � ` � ,bx'. �f'. 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EffL:=� E-� E ', � ..�''�� � 7. :� e.;e , ,� . �r„fi z...�:� ;!. .�.t�.. ?�o. ?�,,,�`,��nz �%.H � �; ?�""�.�a�;�" ,3„ i?:-.�.c� x' a �� ?'��� �..hi�,� . � � � ����' _ . _.,.,..,.a �. , , _ a� � 3 ;s: � , _�A'� , a..:�;�. i,sk• a. �..+CRS�1� 321 08/15/02 LOT 51 24188-3 1270 15 118.2 7.6 1 92 � 322 08/15/02 LOT 2G 24188-3 1263 13 122.7 7.0 1 96 95°� Req. 323 O8/15/02 LOT 19 2418$-3 1253 13 121.8 9.0 1 95 95% Req. � 324 08/15/02 LOT 20 24188-3 1265 15 122.2 7.4 1 96 95% Req. 325 08/15/02 LOT 52 24188-3 1262 14 122.5 7.7 1 96 1 326 O8/15/02 LOT 52 24188-3 1264 16 121.9 8.5 1 95 327 08/15/02 LOT 66 24188-3 1275 10 122.3. 8.1 1 gg � � 328 08/15/02 LOT 66 24188-3 1275 10 121.6 7.8 1 95 329 08/15/02 LOT 20 24188-3 1265 15 718.5 11.5 3 98 330 08/75/02 LOT ZO 24188-3 1265 15 119.7 71.4 3 98 � 331 08/16/02 LOT 9, SLOPE, RAMP AREA 24188-2 1223 13 118.8 9.2 3 98 95% Req. � 332 08/16/02 LOT 11, SLOPE 24188-2 1225 25 121.0. 8.8 1 95 95°k Req. 333 08/16/02 LOT 27, SLOPE 24188-2 1220 24 119.5 8.7 1 93 � 334 08/16/02 LOT 11, SLOPE 24188-2 1220 16 116.2 10.0 3 96 95% Req. 335 08/16/02 LOT 9, SLOPE 24188-2 1224 2 117.8 9.1 3 97 95% Req. � 336 08/16/02 LOT 1 1, SLOPE 24188-2 1221 22 1 � g,3 � p g � 93 337 O8(16/02 LOT 10, SLOPE 24188-2 1224 27 113.9 10.4 3 94 � 338 08(16/02 LOT 27, SLOPE 24188-2 1229 27 117J 7:0 1 92 339 OS/16/02 LOT 11, SLOPE 24188-2 1230 3 115.0 10.0 3 95 95% Req. , 340 08/16/02 LOT 9 24188-2 1230 15 117.8 12.0 3 97 95% Req. 341 �8/16/02 LOT 27 24188-2 1223 6 121.4 10.0 1 95 95°� Req. � 342 08/16/02 LOT 28 24188-2 1225 8 108.9 11.6 2 95 95°k Req. 343 OS/16/02 LOT 9 24188-2 1229 4 114.8 7.8 1 90 95% Req.; Failed, See RT �1343A � 343A 08/16/02 LOT 9 24188-2 1229 4 124.5 6.3 1 97 95% Req., RT of #343 344 08/16/02 LOT 10 24188-2 1226 6 117.2 9.8 3 97 95°� Req. � 345 08/16/02 LOT 27 24188-2 1225 15 108.5 15.0 Z 95 95% Req. 346 08/16/02 LOT 8 24188-2 1228 12 114.9 8.p � 90 95% Req., Failed, See RT i/346A � 346A 08/16/02 LOT $ 24188-2 1228 12 117.4 10.7 3 97 95°� Req., RT of k346 347 08/16/02 LOT 28 24188-2 1224 9 108.9 13.1 2 95 � Converse Consuftants � CCIENTIOFFICEIJOBFILE11999\81 \99-112\g9112-53.t24188.fdt � _ , Field Density Tables Newland Homes Tract 24188 March 6, 2003 Page 15 „ ��,.l�L er �;�, r , ;;��:" -; :� P.�. tt{��d .�... � ...,,m �._. �-.,"45 �-: : fi.�, � . �r �� ,j�,v,��+Pii� '���'a�E� ������E, E�'� ,....,.ES � L�"t': �iE`����'`��ri s r:�y, ��W. � ;. � .. _ i���� .:€ .w� E a �! r� ,v�, z � `�� �`4�' � �.. ,� J p d °; �.7�'� .� �' �� j . �' -!��,`-,� .,cc. €;,., ,`> �f �'a�'.�, w �.ftw+ �.,� '� _s� . �k ��� xE . .: !�1�'��y._E, . f ��n� d� "" �' r�x � r,��"'� � F�i �E ' [..uY�b�� �� Q 7�4� �'r � {���i�� 3 . 'Q ,.f�Ek$�:�. � -�� �' �. + s �� ��` , u,.�-:�;r `�G�`�y.` � � ,��. .���hc. ����'���f�t�E1��1a�.'d�����.�.'l2t� �'��r.'.'�'��'74��ibPk.s€�r,��t!„�t .' - ;i�S�,��t�,.'� �E�`.`. ' ,i`.�i�sw!' . :�, ;;��n'i�s�� . �i,�.�E4..?'r,�����,e'��.s .:�.�€���'A''r.�".,.fi��l�..o-..:..�.E �� � �,.. , ""L M�,.��i� �: � -�'...'�� � " r ,r �.��i � � ����i . �b`� '��"y+��� ,� � ``'�"'¢�r d�E� � ��� � ,,�"'1��1�� :<� E . ., �'�. {� �� @S�: `- '�' �� _ � � ,� ��� �� iCd�e„ � fOfF� x� �4�St.`� � `� G{u"f1111 !� E f �4 6 � . , � ,. -- s 1 u - , e �S�' 4 �w � "ki ' � � t �N ii�'� a€�'� � '�� &'�"����sl��' C``'•- � �i�I�i�l'kS���,� � �. T � .,_. �) � t-. ei - �� � �e„ �T' ��8� � {i {�l� X �I�r C� IYr ��/ p �a-�` . ,�.,ca� aaC� "," � ..,�' �- , . ;� ,� � ��''�1.F '�' � ,. �1}� s� �' ,�' � ty,51e ��l. 3 ��` �J� � � ,� � y �� . _ �`��r- 4� +�7„ T�a�°Y�s'1ICr��u�1�C��} ��l� `�tr�� � �., l..�� �'� �, E�t ���'„�'� � x k �� ,�'��`� , � �� ����°3„,� i�51�"�/s ��g�9)�� � ;, .� `�� ,�t/'� � ����,�[d�4 .n�q��.' ?�����a'.� �����r`.fi' � � �� � .H `�����° ax � , ��-�.'� , -� � 3 � u � �' ; �4 , ,a, 7 �, 5s � ._,.. , � �_... =:. . . _, f ,....sz.v . _a r .39� � . �=^'s � ,.F � . , t3_..����':�.. � Ct+�'� 7 ., e� -_- , � .x',�s-Ut� ��'�,�7i.1 _ , _. ;T „ „ � �?, �a�.s��.,.� _�-�, a w�� „�-"'��'��u.Y�'�s�. 348 O8/16l02 LOTS 11 & 27 24188-2 1229 5 115.6 10.0 3 96 � 349 08/16/02 LOT 33 24188-3 1244 23 115.8 7.7 1 90 350 08/16/02 LOT 33 24188-3 1244 23 117.4 7.9 1 92 , 351 08/16/02 LOT 34 24188-3 7241 20 115.3 16.0 3 95 352 08/16/02 LOT 34 24188-3 1241 20 115.6 16.5 3 95 � 353 08/16l02 LOT 64 24188-3 1260 4 115.3 8.0 � gp 95% Req., Failed, See RT N353A 353A 08/16/02 LOT 64 24188-3 1260 4 121 .9 8.2 1 95 95% Req., RT of �i353 � 354 OS/16/02 LOT 64 24188-3 1260 5 115.4 7.9 � gp 95% Req., Failed, See RT #354A 354A 08/16/02 LOT 64 24188-3 1260 5 122.1 8.0 1 95 95% Req., RT of #354 � 355 08/16/02 LOT 50 24188-3 1273 8 121.5 7.0 1 95 356 O8/16/02 LOT 50 24188-3 1273 8 120.3 7.8 1 94 � 357 08/16/02 LOT 19 24188-3 1254 12 116.6 11.1 3 96 358 08/16/02 L0T19 24188-3 1254 72 115.6 10.9 3 96 � 359 08/16/02 LOT 63 24188 1240 17 117.4 7.8 1. 92 360 08/16/02 LOT 63 24188 1241 1 S 1 16.3 8.4 1 91 I� 361 08/16/02 LOT 62 24188 1240 15 122.9 8.7 1 96 362 08/16/02 LOT 62 24188 1242 17 123.4 9.4 1 96 � 363 08/16/02 LOT 63 24188-3 1266 14 116.4 7.7 1 91 364 08/16/02 LOT 63 24188-3 1268 16 117.2 7.6 1 92 ' 365 08/16/02 LOT 52 24188-3 ?257 12 116.2 10.2 3 96 366 08/1 oi02 LOT 52 24188-3 1259 14 1 17.3 7 0.8 3 97 ' 367 08/16/02 LOT 51 24188-3 1272 10 122.4 8.6 1 96 368 08/16/02 LOT 50 24188-3 1274 12 122.9 7.9 1 96 � 369 08/19/02 LOT 19 24188-3 1255 15 122.6 8J 1 96 370 OS/19/02 GRANDCOLAS DR., 24188-3 1265 20 123.2 9.8 1 97 LOTS 52 & 20 , 371 08/19/02 GRANDCOLAS DR., 24188-3 1267 22 122.6 8.3 1 96 LOTS 52 & 20 372 OSl19/02 LOT 51 24188-3 1272 10 114.9 11.0 1 90 1 373 08/19/02 LOT 51 24188 1274 12 116.0 10.9 1 91 374 OS/19/02 LOT 64 24188-3 1270 10 114.7 10.2 1 90 � Converse Consuttants CC IEN110FF I C E1JOB F I LE\1999\81 \99-112\99112-53.t24188.fdt _ _ _ � � Field Density Tables Newland Homes Tract 24188 March 6, 2003 Page 16 yr�;; m "� �E .,., &£sy� �f.. f E�'�, P `� $,�#,E:�,. �J€i€ s f, . �: [ � �.f �. �! � �;:, � u�r '� " s� ��W,;np r '� i �, : �' " j . � .e !i y �� �r i, @Yr,i�7 E �� �,;- r �'y �",� '�` s s �a, r5 '�6, k� �e,. �. t '" � �1` r 8 �' �, �'��� vi�i Y, F ?'� � /���iE� ��G' � .. fi d ;L.:,:r'dj��' �, . �S 4 } "� t��d{.q 4xn §'sS} ..� �� �as» �ll A a ,�fi�.. � 4�� �d PA�P � ��� _ � s .i, ,�� ��a , _ �� � # k +4���.�vr �Q �`�lF; 4 ���#,. ��� � � � � � �,_ a • �i '�`� � ���,�,�� � ��'t��r �.lesi�����s�`�„� ;'G»k£+�a"s��s,�;�.�"� , �;'"�i3a,"'`�', "�i�:r�.'�..-k•1.l3��1�� ��`�i������'�''I� �'?"h�:,� n. �.. ���-.�'e�'-...�,. <<.._'d.� ... < ���� �`�"�� � ,E , �f �?i`f�ii..�._ �������,� r �G� � �'� . . ,� � 4 5,r� � �`��. ' w E ,� � . .. .. . ,,�. , g �.�' 3 . � 7�R �� �#�d` � k '° . . �, y °.: � q � .� �, �,�� ;; �� s�� . � rs� -- � � LQ� ��OX II� " �'�' � � : �� �`,���. � ,� � � r � � .,s � � u�t� f = r �. � . �,,� ��8�� ��'1 �s�, e�" ��� ��'r '�.� � ���"����� . ta'�� � � s , �.GCd�fll� - . _ �K� bs3 �"'° �'�; 3 q r�,� �. �,nr a:�. ° � � �'�� i�i81't18�SY � � x±d�� i :�- e -� _ _ �r� � C. srz�i �, x L�`�`� � @�tliA(�8S � . :k � �1/d�$Ii�� �€�� xH �'�' �` n�:�sb S, E � �� �, s g a �� wu ti� �} H, ��f `� EI�O.t t�3.� � �"� - �p � � 5 ,�,'� ��t. 1 T�i7"�'� � ,. �.; �'"i� �d� sa i � a �� g i � � � Fr�i+'.u� � .;�_ � ,�5 � ..�,� a a � ,, dw �. r$ ��:�. C�,. €�� .,��.i �v -�-_ ���' 7L -�'•'�� �*�" �'. �€� �, � �S �, � � ){ * ? / �°: : ��3�J7�r�� �ilL1��S R . �. Y � '. 'L € _ .� r ��,.�, �'� i IL- . un 3 s � 'y� .. }; -�. � � d �i � .:Y£� �� 5 �� ��`i� ��F�� .�,c . ' � � ��' .''. i, , F v _': �3�5'�. �i2 �. -�;ry�TA�i, � �S? T ,� ��P4 M �`��k.�„�� �.�',§'"E:,..<.w`�« . �..:_�-. ,�! �,a;:� � �',!�'„s��E�,.3.s�`�v,. . �€���l�t���� � .+ Fs .r ax;,;t� ��:�.�,4�i��r�R`i. � ���`c,� ��� a'`, j,.. , .i�r,v�� . �z# ,..:������ ?��Ed^. :, Y:�.S �r. . �xt�.��'3, � ,�; , 375 08/19/02 LOT 64 24188-3 1272 12 121.7 10.0 1 95 � 376 08/19/02 LOT 52 24188-3 1269 21 118.3 10.4 1 92 377 08/19/02 LOT 52 24188-3 1270 22 117.1 9.9 1 92 � 378 08/19/02 LOT 21 24188-3 1272 7 1 18.7 9.9 1 93 379 08/19/02 LOT 21 24188=3 1273 8 119.7 10.1 1 94 � 380 OS/19/02 LOT 28, SLOPE 24188-2 1233 9 1 12.8 13.4 3 93 381 08/19/02 LOT 27, SLOPE 24188-2 1232 30 7 14.7 9.2 1 90 � 382 08/19/02 LOT 9, SLOPE 24188-2 1228 10 122.8 7.8 1 96 383 08/19/02 LOT 27 24188-2 1227 15 123.2 7.8 1 96 �� 384 08/19/02 LOT 10, SLOPE 24188-2 1228 6 124.9 9.3 1 98 385 08/19/02 LOT 28, SLOPE 24188-2 1236 11 1 13.5 7.5 � 89 95% Req., Failed, See RT #385A � 385A 08/19/02 LOT 28, SLOFE 24188-2 1236 11 115.1 6:8 � gp 95% Req., Failed, See RT #3856 385B 08/19/02 LOT 28, SLOPE 24188-2 1236 11 1 14.3 10.9 3 95 95% Req., RT of #385A � 386 08/19/02 LOT 28 24188-2 1228 4 108.7 . 14.7 2 95 387 08/19/02 LOT 27, SLOPE 24188-2 1228 20 118.7 10.4 3 98 � 388 08/19/02 LOT 10 24188-2 1232 7 116.7 13.3 3 96 389 08/19/02 LOT 33 24188-3 1244 20 117.2 9.8 1 92 , 390 08/19/02 LOT 34 24188-3 1244 18 121.6 8.0 6 91 391 OS/19/02 LOT 62 24188 1240 19 115.0 8.5 1 90 ' 392 08/19/02 LOT 36 24188-3 1245 5 104.3 14.9 3 86 Failed, See RT t1392A 392A 08;19/C2 LOT 36 24188-3 1245 5 109.2 12.5 3 90 RT of #392 � 393 08/19/02 LOT 35 24188-3 1242 17 115.1 8.1 1 90 394 OS/19/02 LOT 34 24188-3 1245 17 110.8 12.1 3 92 � 395 08/19/02 LOT 63 24188 1244 21 1 1 1.9 14.2 3 93 396 08/19/02 LOT35 24188-3 1244 4 110.8 10.3 3 92 397 08/19/02 RIVERA DR. 24188-3 1250 8 104.8 11.8 3 87 Failed, See RT #397A � 397A OS/20/02 RIVERA DR, 24188-3 1250 8 11 1.0 12.2 3 92 RT of 71397 398 08/20/02 LOT 53 24188-3 1270 18 119:1 9.5 1 93 � 399 08/20/02 LOT 53 24188-3 1272 20 118.5 9.8 1 93 � Converse Consuttants CC IE N1lOFFICEIJOB F ILE11 99 918119 9-1 1 2\99112-53.tr24188.fdt � � Field Density Tables Newtand Homes Tract 24188 March 6, 2003 Page 17 � d�� ..< [� <:� o � E .€t `� �,.' ..,.':. , , sE,1;r: ; �€ s.� „��„�.. � � F€� R„°;. � r<ns s �;�:.f-- �,ab � f..,�. �kE .,(:., �; I EW E; - ;�r n�i �, ;�, E. � y z��.�.y� � :�i ��� ��. ..,t �, '. r , , u: i ,f � .',{,.� ���� v �.. d � £ �. �. 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" � :,; �c �'� . �"��(1�0 €r �, " ,/� z�mz� Y .. s� �( ft '"�� ._ �� � r � .s�'s� �� ��a. � , r�� .,�a-_ �N i .._�- 4T .� �...� d, 3 Y �� .'1'� `�c`�i� » ;,si��`��'"� �� �� q� �,�� !�_ F i�'�i 'l -��€,�t . t�\.w .�t4 h'�- P\ �.s k �+"�1� I`t-:.::�\.1.� 'E a.t � f j.�'.�.����i �`., � i��°,rc:`��€ . �m`�' .��:AG,�,.`��,�. ���"- .5��.:.r{xY.� 7 .�,� 2;�'�sE,,�...,w&"��.�;Ew�c... � '3�� � ��„ :�., � �"�.�.� �a� e�?1k:?FWa€m;s�*:�€ ,,.,.;- ��i k�,7'.�CE�.�Y�, E,�.� +TE�;:«€�k_,.T,€,..a�. �. �:.: . ,...,�.N, �v,�. iFE _ "��ettr.a�s .E . 429 . 08/20/02 LOT 29, SLOPE 24188-2 1230 4 119.8 10.1 1 94 � 430 08/20/02 LOT 30 24188-2 1246 6 111.3 11.6 3 92 431 08/20/02 LOT 11 24188-2 1223 10 114.8 8.5 1 90 � 432 08/20/02 LOT 8 24188-2 1232 16 114.5 8.6 1 90 433 08/20/02 LOT 28 24188-2 1236 8 722.4 6.0 1 96 � 434 OS/20/02 LOT 28, SLOPE 24188-2 1236 29 108.8 11.2 3 90 435 08/20l02 LOTS 10 & 11 24188-2 1237 33 110.7 13.3 3 92 � 436 08/20/02 LOT 27 24188-2 1236 8 125.0 7.2 1 98 437 08/20/02 LOT 32 24188-2 1250 4 118.4 8.9 1 93 � 438 08/20/02 LOT 33 24188-2 1254 6 112.0 11.8 3 93 439 08/20/02 LOT 28 24188-2 124@ 20 1 13.8 ? 1.4 3 94 � 440 OS/20/02 LOT 27 24188-2 1237 7 116.0 12.4 3 96 441 08l20/02 LOT 11 24188-2 1245 10 117.1 10.2 3 97 � 442 08/20/02 LOT 9 24188-2 1242 12 116.3 7 3.1 3 96 443 08/21/02 BEHIND LOT 79 24188-3 1254 2 119.8 8.6 � 94 95% Req., Failed, See RT #443A � 443A 08l21/02 BEHIND LOT 79 24188-3 1254 2 122.5 8.6 1 96 95% Req., RT of #443 444 08/21 /02 BEHIND LOT 82 24188-3 1257 2 118.9 8.2 � 93 95% Req., Failed, See RT #444A � 444A 08/21/02 BEHIND LOT 82 24188-3 1257 2 123.1 8.2 1 96 95% Req., RT of #444 445 08/21/02 BEHIND LOT 78 24188-3 1256 4 122.6 9.0 1 96 � 446 08/21/02 BEHIND LOT 80 24188-3 1258 4 121.4 9.7 1 95 447 08/2i/02 BEHIND LOT 83 24188-3 1259 2 122.6 8.8 1 96 � 448 08/21/02 BEHIND LOT 78 24188-3 1258 6 121.9 9.2 1 95 449 08/21/02 BEHIND LOT 82 24188-3 1260 4 123.3 8.2 1 96 1 450 OS/21 /02 BEHIND LOT 84 24188-3 1261 4 122.1 9.0 1 95 451 08/21/02 BEHIND LOT 79 24188-3 1258 6 123.5 8.6 1 97 � 452 08/21/02 BEHIND LOT 82 24188-3 1264 8 124.0 8.0 1 97 453 08/21/02 BEHIND LOT 83 24188-3 1262 5 121.6 9.2 1 95 � 454 08/21/02 BEHIND LOT 78 24188-3 1260 10 122.3 8.6 1 96 455 08/21/02 BEHIND LOT 80 24188-3 1262 9 122.4 9.0 1 96 Converse Consuliants C C I ENTIOFF ICE\JOB FILE11999181 \99-112199112-53.tr24188.fdt ' ' Field Density Tables � Newland Homes Tract 24188 March 6, 2003 . 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'�.',L. 1��'8iI�N \�P � 4\._�� �.: � y Lf ��3�.£,� ��EiS$$� LC3Y� � � '� �, � O W 5, -dffiC 3d3 � .ffi�9 � x a :�� �S ,��35� �, .' � ��� ,Nx fr' zn ���=3'�3' . j�d € I, -� a1S� 4t°�`i� �t � � � y t ; g � � 4 f h" � ts,.� ..m'i �� x - -:7 � �1 e..�+.�m,a€°�+� �._} .,�5� ��') T:.a.�4S�,..,n , _ _ � � .'a.��r,'�',: , � ..a,.,,z,"�2,.�. !� >,,.�-; �.i? a . .: ,. ,. ��. _:. ��,_ � .�:,�� .w,v �n a.�:1:`,., , , .. � Y;.z� �: �..: � s���Yl yYw �-P« a .�..,'�i� R � ��,� 456 08/21l02 BEHIND LOT 82 24188-3 1266 10 121.6 9.8 1 ` 95 ' � 457 08/21/02 BEHIND LOT 83 24188-3 1270 13 121.9 9.6 1 95 458 08/21/02 BEHIND LOT 82 24188-3 7268 13 123.2 8.0 1 96 ' 459 08/21/02 BEHIND LOT 78 24188-3 1263 13 122.4 7.0 1 96 460 OS/21 /02 LOTS 94 & 95 @ STREET 24188-3 1281 15 1 16.2 1 1.0 1 91 � 461 08/21 /02 LOTS 92 & 93 @ STREET 24188-3 1285 4 1 16.1 9.0 1 91 462 08/21/02 COT 95 24188-3 1281 20 108.9 10.5 3 90 � 463 08l21/02 LOT 96 24188-3 127$ 15 115.8 12.7 3 96 464 08/21/02 LOT 94 24188-3 1286 10 108.8 10.7 3 90 � 465 08/21/02 LOT 50 24188-3 1277 5 120.9 10.5 1 95 466 08/21 /02 LOT 18 24188-3 1266 3 123.8 7 0.1 1 97 � 467 08/21l02 LOT 13 24188-3 1252 8 124.5 11.2 1 97 468 08/21 /02 LOT 53 24188-3 1272 20 7 20.5 12.9 1 94 , 469 08/21/02 LOT 18 24188-3 1272 12 124.0 10.4 1 97 470 08/21 /02 LOTS 95 & 96 24188-3 1270 8 109.9 7 1.8 3 91 471 08/21 /02 LOT 96 24188-3 1265 10 120.5 1 1.0 1 94 � 472 08/21/02 LOT 68 24188-3 1280 9 117.0 10.3 1 97 473 08/21/02 LOT 94 24188-3 1287 7 118.3 9.2 1 92 474 OS/21 /02 LOT 51 24188-3 1276 21 1 12.5 7 2.5 3 93 � 475 08/21 /02 LOT 28, SLOPE 24188-2 1249 24 1 17.5 6.0 1 92 476 08/21 /02 �GT 27 JLOPE 24188-2 7 245 23 1 74.1 12.8 3 94 � 477 08/21/02 LOT 11, SLOPE 24188-2 1245 21 112.4 13.6 3 93 478 OS/21 /02 LOT 9, SLOPE 24188-2 1244 26 1 19.1 1 1.7 1 93 479 08/21/02 LOT 29, MIDDLE 24188-2 1246 13 116.3 12.2 3 96 95% Req. 480 08/21l02 LOT 26, CUL-DE-SAC 24188-2 1244 6 113.9 12.2 3 94 95% Req., Failed, RT #480A 480A 08/21/02 LOT 26 24188-2 1244 6 114.5 12.4 3 95 95% Req., RT of #480 � 481 08/21/02 LOT 28, SLOPE 24188-2 1250 25 110.6 11.3 3 97 482 08/21 /02 LOT 27 24188-2 1246 24 116.7 8.1 1 91 � 483 08/21 /02 LOT 10 24188 2 1245 16 108.7 14.4 2 95 � Converse Consultants CCIEN110F F ICEIJOB FILE11999181199-112199112-53.tr24188.fdt __ _. , , ' Field Density Ta61es Newland Homes Tract 24188 March 6, 2003 8 , "�.'�' �`�� � F � �7ix Es �v �� �� � �C '�r .°t � 5 t' n .'�.'�:'+3Ps i d,; i�nqa � . 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' � � . .�.�i � � � . � "`i �, ��� �` � ��� ` � ��� �`-�.� � � i ���5��' �'`� �� � .--`,�..."�.� ,� .�_ . �-... � �', � � ��L.,.. ... �.�� ..:�s�..=.> r.y"V�. .. .�-P. � Fs� 4,r�� � :. � � 7_.„ ...._ .. , ... 1 x-_ ' ,�. ,_�"'. _ ,,,... s. . �' . .�� .. 484 08/21/02 LOT 29 24188-2 1248 15 1 16.5 13.0 3 96 ' 485 OS/21/02 LOT 30, MIDDLE 24188-2 1250 8 113.5 11.2 3 94 486 08/21/02 LOT 26, PARKWAY 24188-2 1244 8 116.4 13.3 3 96 95°k Req. , 487 08/21/02 LOT 29 24188-2 1254 20 114.4 10.7 3 95 95% Req. 488 08/21/02 LOT 28, CUL-DE-SAC 24188-2 1248 18 1 12.8 13.2 3 93 � 489 08/21/02 LOTS 26 & 27 24188-2 1249 15 113.0 15.3 3 93 490 08/21/02 LOT 10 24188-2 1246 17 119.8 9.7 1 94 � 491 08/22/02 LOT 78 24188-3 1266 16 123.3 8.3 1 96 492 08/22/02 LOT 78 24188-3 1267 17 121.6 8. t 1 95 � 493 08/22/02 BEHIND LOT 80 24188-3 1270 15 119.2 7.9 1 93 494 08/22/02 BEHIND LOT 80 24188-3 1271 16 118.6 8.0 1 93 , 495 08/22/02 BEHIND LOT 83 24188-3 1275 18 _ 121.3 7.8 1 95 496 08/22/02 BEHIND LOTS 82 8i 83 24188-3 1276 19 118.5 7.9 1 g3 ' 497 08/22IO2 BEHIND LOT 79 24188-3 1273 13 120.8 7.2 1 gq 498 08/22/02 BEHIND LOT 80 24188-3 1273 11 117.4 7.7 1 92 � 499 08/22/02 BEHIND LOT 83 24188-3 1275 7 119.2 7.3 1 93 500 O8/22/02 BEHIND LOT 83 24188-3 1280 9 116.8 8.2 1 91 � 501 08/22/02 BEHIND LOT 84 24188-3 1280 16 118.6 7.3 1 93 502 08/22/02 BEHIND LOT 80 24188-3 1278 5 1 17.6 8.0 1 92 503 08/22/02 BEHIND LOT 80 24188-3 1276 3 116.9 8.3 1 91 � 504 08/22/02 BEHIND LOT 82 24188-3 1277 2 1 7 7,1 7,3 � gZ � 505 08/22/02 BEHIND LOT 83 24188-3 1280 12 116.8 7.3 1 91 506 08/22/02 LOT 26, CUL-DE-SAC 24188-2 1250 20 112.1 14.3 3 93 ' 507 08/22/02 LOT 28 24188-2 1253. 23 108.0 16.6 2 94 508 08/22/02 LOT 32 24188-2 1259 9 120.6 11.0 1 94 � 509 08/22/02 LOT 31 24188-2 1257 11 1 17.6 1 1.8 1 g2 510 08/22/02 LOT 28, SLOPE 24188-2 1260 35 109.0 12.8 3 90 � 51 1 OS/22/02 LOT 8 24188-2 1254 15 106.4 16.0 2 93 512 08/22/02 LOT 28 24188-2 1256 3 109.9 14.3 3 91 � Converse Consuftants CC IENl10FF ICE\JOB F I LE11 9 9 918119 9-1 1 2\99112-53.tr24188.fdt , � Field Density Tables Newland Homes Tract 24'188 March 6, 2003 Page 21 � . "�-�'!, � a � �r . ak ��. L�� t .., .. . i��t � � �•4 3 � . �' fi ... - zs r : ��'�� ,"�... 'R^ � F k�s k �yt � y � .�:(t L �s �Y �P '€ � ��� � � . -:.ag'���n r =''� x .;s A' `" � � ��s�- �� ��F r .�.` t ...�` '��` €k�., �,. � x . �` r�c r;_� �r. .� 1$�� � ei€^. ! t �'#'y F+� �E� � rx �����C��1��c�0 �� ����C��d@t18,� @S��R$8'�:1��$�' ``��`�' � �s � �', a , ,r-�'�`� i �� � } � F .i . 3 �i .. ^.I S� .. i t� � �N � �" s.>t a � r ���t�... !k"��S r�cG dak�" E-.:4 � ���c�` �t a ,. �. �x"�'w - a "� " ��a`�'�s .�%kY'.�'�E�.'�i�«ur�. �.�'. t`�uw r'u^•!a"a�"�4f � 4 _. � ��'�''��e r��'"�e m€'a-�.�n�t�"� �`�".s '7��a;�'�i� '�;'�:�` E x � 'j� - � � �: � ° , `t��'3";'fe'.` � s . �.= ,��,�� °y ,s �a �s i�r �E ' �� � q iit7� (�. * ;¢ a�� � h ��r�.� �� p�,�� x - .'� ' d� h - � : � � t� �.� � I.W�.� ����..���� -��4W � �E,r,"`#�q »'i� ��E"�` feG�. � ���... � E �'�`�� :.,; '"^#��4� . ��'+z' �3�'����{ ��' �Test ��'T � �-� ; �ocafinn._y. . '�" ,t` �ro�Test ���Prox�Filf���, D����i��st � . 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'� �' 4,� 3'u-- W �� �� � � � �� IY � ,�` � � {�',� O� � �L4:L' ��� I -' � �l � T� I � . . r �r+-�...�. l;��L..,r�,:� � :�`r,�" �i';v::?,� mr-��,'"..,�. ��i sr-.��.�`-`. �.;_-,� ,. _, -.;ti .�,�-`n,.�"ia.��€!nd,�''-.1 ,�. ..r ,$ �6,.'�h� f c.�. �`` .���:�%k�4������� » , fis ��'i�4u.��. ffi, _ .z�°a'.��.'s - s.,_i , ai :a'u 513 08/22/02 LOT 27 24188-2 1254 30 109.0 13.9 3 90 � 514 08/22/02 LOT 11 24188-2 1249 25 108.5 17.4 2 95 515 08/22/02 LOT 9 24188-2 1252 13 109.5 16.2 2 9n � 516 08/22l02 LOT 11 24188-2 1251 15 113.6 16.8 3 94 517 08/22/02 LOT 26, MIDDLE 24188-2 1253 11 122.0 13.5 1 95 � 518 08/22/02 LOT 10 24188-2 1250 19 110.5 15.9 3 91 519 08/22/02 LOT 10 24188-2 1253 2 119.1 16.4 1 93 � - 520 08/22/02 LOT 27 24188-2 1255 27 116.0 9.5 1 91 521 08/22/02 LOT 26 24188-2 1260 11 1 16.4 9.1 1 91 � 522 08/22/02 LOT 28, SLOPE 24188-2 1261 35 1 18.4 9.4 1 93 523 08/22/02 LOT 30 24188-2 1257 14 110.6 15.5 3 91 � 524 08/22/02 LOT 29 24188-2 1261 18 115.0 11.6 3 95 525 08/22/02 LOT 11 24188-2 1253 17 111.4 15.1 3 92 � 526 08/22/02 LOT 26 24188-2 1255 7 119.3 15.9 1 93 527 08/22/02 LOT 31 24188-2 1260 14 114.1 12.6 3 94 � 528 08/22/02 LOT 9 24188-3 1253 13 100.9 23.2 2 88 Failed, See RT �1528A 528A 08/22/02 LOT 9 24188-3 1253 13 104.3 16.5 2 91 RT of #528 � 529 08/22/02 LOT 9 24188-3 1255 15 99.3 23.6 2 87 Failed, See RT #529A 529A 08/22/02 LOT 9 24188-3 1255 15 104.3 15.7 2 91 RT of ii529 � 530 08/22/02 � LOT 95 24188-3 1276 2 116.3 8.7 1 91 531 08/22/02 LOT 95 24188-3 1277 3 116.3 7.5 1 91 � 532 08/22/02 LOT 97 24188-3 1267 14 116.2 7.1 1 91 533 08/22/02 LOT 97 24188-3 1266 13 120.8 11.8 1 94 � 534 OS/22/02 lOT 62 24188-3 1266 14 118.7 12.3 1 93 535 OS/22/02 LOT 62 24188-3 1266 14 119.6 12.3 1 94 ' 536 08/22/02 GLICK CT., LOTS 12 & 18 24188-3 1257 19 1 14.1 1 1.0 1 89 Failed, See RT #548 537 08/22/02 LOT 51 24188-3 1281 31 112.8 12.3 1 88 Failed, See RT �/538 � 538 08/22/02 LOT 51 24188-3 1281 16 115.6 6.2 1 90 RT offf537 539 08/22l02 LOT 65 24188-3 1277 16 119.0 9.1 1 93 � Converse Consultants CC I E NT�OFF I CE1J0 B FIl.E11999181 \99-112\99112-53.t24188.fdt � o Field Density Tables Newland Homes Tract 24188 Mamh 6, 2003 _ Page 22 a��; :y �� �. a .,y��",� '�� ,�#!�KU� x� '��.E � z�3 '�' �'� �'�{E�'�:�"`� d�rr�;«� � _ °`�����: I,H,����'�:f"�Y �i ,uz ItE�R � 3��f;; ,s 3 - z . s �"' � ,�$ - 4 ., �7 �� � � � � P E ' `.'�,�y. �A1h�.�,v �r�oy,. �y.�`�� ���. � � � Tabl Na �° Fi�i �tQensi � �e��[ts � � � i � r�,.`� cmi� _,, �.�,� `�h�,� q `"� I ��` ' 2f���.i.;��i�"� . . �`i�"���s�i��k�.�l tl��.��E ��:�t� . . . ��a�._�;W',�'..�'�J��_i?'�%:,.,u� »'�� 7��iYi:���,.��.���,i.�'�.73,�,. 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I ��� „c,. ��:i� d - .���...E r �., f� ��e.�..; ���. �''t �!�,::;. , .�.`� �..#-�.E..4 E � ����� E� . ��..�`'z:: � �� ..,� ,� . � �t� �i, , � 5 �� . } "�a' � I �`�.��','" g a .�at,` � ¢� � uE. . s xna,. x.:: , � ... . , a,< <.:.,,, , ..... _ �... a. . _.....�.. < <..... .:.,,,. 655 08/27l02 LOT 99 24188-3 1273 8 116.8 7.5 1 91 � 656 O8/27/02 LOT 99 24188-3 1274 8 118.2 7.4 1 92 65? 08/27/02 LOT 100 24188-3 7269 8 120.4 7.0 1 94 � 658 08/27/02 LOT 100 24188-3 1270 9 117J 8.0 1 92 . 659 08/27/02 LOT 91 24188-3 1290 BTM 110.2 20.9 3 91 � 660 08/27/02 LOT 19 24188 1230 BTM 113.8 8.9 3 94 661 08/27/02 L�T 23 24188 1236 BTM 118:1 g,g � 92 � 662 08/27/02 LOT 22 24188 1239 BTM 115.7 7.4 1 90 663 08/27/02 RIVERADR., STA 18+50 24188 1265 BTM 119.6 7.8 1 g3 � 664 08/27/02 LOT 19, SLOPE 24188 1228 BTM 115.8 9.0 8 96 95% Req. 665 08/27/02 LYLESDR., STA 15+40 24188 1230 BTM 115.0 9.7 8 95 95% Req. � 666 08/27/02 LOT 19, SLOPE 24188 1228 2 114.1 6.6 g 9 95% Req., Failed, See RT �/666A 666A 08/27/OZ LOT 19, SLOPE 24188 7228 2 117.3 8.4 3 97 95°� Req., RT of #666 1 667 08/27/02 LOT 20 24188 1232 2 109.5 8.5 8 91 95%Req.,Failed, See RT #667A 667A. 08/27/02 LOT 20 24188 1232 2 116.7 70.7 8 96 95% Req., RT of �i667 ' 668 O8/27/02 LOT 69 24188-3 1281 2 106.3 9.7 8 88 Failed, See RT #668A 668A 08/27/02 LOT 69 24188-3 1281 2 103.5 12.3 2 90 RT of #668 ' 669 08/27/02 LOT 16 24188 1236 BTM 106.8 12.4 3 $$ Native Bottom, 85% Req. 670 08/27/02 LOT 17 24188 1231 BTM 110.1 12.9 3 91 Native Bottom, 85% Req. ' 671 08/27/02 LOT 20 24188 1234 4 115.2 9.7 8 95 672 08/27/02 LOT 2? 24188 i234 8TM 114:4 14.9 3 95 ' 673 08/27/02 LOT 20 24188 1237 4 118.0 12.5 3 98 674 08/27J02 RIVERA DR., STA 19+52 24188 1239 3 114.8 9.4 g 95 � 675 08/27/02 LOT 78 24188-3 1267 17 113.3 11.8 3 94 676 08/27/02 LOT 80 24188-3 1282 10 120.0 9.3 1 94 � 677 OS/27/02 LOT 68 24188-3 1285 4 98.6 17.3 2 86 Failed, See RT iF677A 677A O8/27/02 LOT 68 24188-3 1285 4 108.5 14.7 2 95 RT of #677 , 678 08/27/02 LYLES DR., STA 16+25 24188 1236 2 111.5 13.2 2 97 679 08/27/02 LYLES DR., STA 15+40 24188 1238 4 112.5 13.3 2 9g � Converse Consultants CCIENTIOF FICEIJOB F I LE11999\81199-112199112-53.tr24188.fdt � � Field Density Tables Newland Homes Tract 24188 March 6, 2003 Page 27 �„ "'e":�� ic��"� � ;� h nE s,�` , �:.�'� r' v' X Z"E E �'Y�' 6� 9''�t�.�: 3k,"�.�X€.������" c �+�'.,$�.��v� eE` . �'��' Y '.T « ��-'. n�. 4 -- ��"+�' �'a �., �� ;� �L"���` r' i �°�' ��. +i`s€ �:i:: � � ,�'����� `� �� � � r � ���� �� � � ��b;le�No� �`'M' = �Fieid Dens3 Test�Resu� � ;�,-:� ������ � ������ �� � ��, ... .,.,::: �` __-?� �..i4�� �,� �,�.i .. 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J t = �_•�r.t,.: F� ^�' �� ,# � . �',s, � ��� _ . _�, .:/'� T� �'�'� � �,'� � {� t �?' : ,' a � ''� ?� � � Lp . �''��`'''. /aJ �`,.'� � t �.c . � .-:- -n-� a �-: , . �a;.*.�, ,- �. _ � .�3.:.zsF� � `� ���� � � � � i x �`�'"' :.�,� , s�'��".�;"�"� �� ��`.. � . . u � � � �l . } ���'� ka ���e"�t�{ l �!`� ��.°,�C �� t� rc �� � f �� , `� r,: �' ����F�f9� , �Tq.� !�* p�� `s� 9' �,s'.,..-, `e= "� t �" .��t.�,- E ��. :-r.�` �aa.. �`'�a3'u ����,,,.,b _. «�ka �n.�s�`�'.".6s��e� . 4 �. �� rEuam.�,�?�G:� ��:. �� , x.: �'z; ;��'�#' .s+,s.; ..�F�t�„, ': b e�!�s:� 680 08/27/02 LOT 19 24188 1239 10 115.8 72.6 8 96 ' 680i 08/28/02 LOT 19 24188 1239 10 115.8 12.6 8 96 681 08/28/02 LYLES DR., LOTS 20 & 22 241$8 1240 7 117.6 1 i.1 8 57 � 682 08/28/02 LOT 19 24188 7 241 16 116.0 13:6 8 96 683 08/28/02 LOT 20 24188 1240 11 121.5 9.5 1 95 ' 684 O8/28/02 LYLES DR., LOTS 19 & 23 24188 1242 8 119.1 9.4 7 93 685 08/28/02 LOT 19 24188 1244 18 123.2 8.4 1 96 � 686 08/28/02 LOT 22 24188 1240 5 114.9 13.4 8 95 687 08/28/02 LYLES DR., LOTS 21 & 22 24188 1242 4 117.4 13.2 8 97 � 688 08/28/02 LOT 20 24188 1245 20 116.5 12.9 8 96 689 08/28/02 I.OT 19 24188 1242 16 121.4 9.4 1 95 � 690 08/28/02 LOT 75 24188-3 1240 8 121.9 9.9 1 95 691 08/28/02 LOT 77 24188-3 1268 4 121.2 9.0 1 95 692 08/28/02 LOT 79 24188-3 1271 2 122.0 8.9 1 95 693 08/28/02 LOT 80 24188-3 1276 3 119.9 7.8 1 94 694 08/28/02 LOT 19 24188 1246 16 121.5 7.5 1 95 695 08/28/02 LOT 23 24188 1242 7 122.3 8.1 1 96 � 696 08/28/02 LOT 20 24188 1240 7 115.9 12.9 8 96 , 697 08/28/02 LOT 21 24188 1240 8 116.6 13.2 8 96 � 698 08l28/02 LOT 69 24188-3 1283 4 110.6 71.8 8 91 699 08/28l02 LOT 68 24188-3 1284 BTM 97.9 23.1 2 gs Native Bottom, 85% Req. � 700 08/28/02 LOT 67 24188-3 1286 2 102.9 20.8 2 90 701 08/28/02 LOT 90, SLOPE 24188-2 1208 6 114.6 14.5 3 95 � 702 08/28/02 LOT 92, SW CORNER OF 24188-2 1207 8 112.2 13.7 3 93 SLOPE 703 08/28/02 SUNNY MEADOWS, 24188-2 1205 6 108.7 16.7 3 90 LOT 92 @ SLOPE � 704 08/28/02 LOT 93, SLOPE 24188-2 1223 7 113.4 9.9 8 94 705 08/28/02 LOT 92 24188-2 1214 8 107.5 15.9 2 94 Q 706 08/28/02 LOT 93, NW CORNER 24188-2 1220 8 115.2 11.6 8 95 707 08/28/02 LOT 92, NW CORNER 24188-2 1209 9 118.1 8.6 1 92 � Converse Consuftants CCIENTIOF F IC E1JOB F ILE11999\81 \99-112\99112-53.tr24188.fdt � � Field Density Tables Newland Homes Tract 24'188 March 6, 2003 Page 28 � �.�'�'��,.E��� €��K�� : P �� � (i � � y ���;,?�� ., ,:� �aE�..,_:,,�I� k ��;�'`� �''„M ,F -.:., Y �s�.�a��;}� E �. ,. �+:`" ....,;,(t� �a s.,�r�'��� F .�.:-, ?,.�_..� �E ¢� . p .ck ;��{ E �[', �E;.�E.�� �. .t �`� y ����,��'� ���� !;�Tab1�=��d� � ��;=ietd:d �y ,y �, � � ��� � �� , � E �� �� . � , �'�s�?N�t,.:a�� � �T�h,� �'�a�7���.�� �s;� E �"�.�'..`�€..��'Fw"� , S ..i ��..�LI�t�:`�.. i..�,�..d,6.E�" ` t � Vr<.<���r�,.t;�}`6���i �1.. �Q`�����..M�S����3'. �„��. �� �„ ��� � } �`�,�€t.�r` ' 7'h� F' � �. '�? � .� ;�� i; � � ,� � ei.�..., . �� � .�.� �, � ,� � - } . . � c �;. : � f , , i � ,;,. .� � ' �` :: �' - � �i� E � `� ;� , ^ e t� �s: �; e. � �� ��;, ,,,. ,,� <� s ���z a E _v,.: . Y,''��'•:¢"�``� `�ss, �?�� � i,i'���' � k<�1fi� u':�`�-_��,4 ,,,,�`�r.�L� �<,:' . �- "���L. ��:} ...w. '�:.� �:�,.�;'�:. ��ix ��3.� �� -� �'� e �C'�C'�` �'�. �" .. 4�� � �u�e ����A� P�. '!`.O� �$St. ►QX`���� � �. n � !�i� �a�s. �'" � �s� _ . � I . :es# �' @s�, "� ,��' E�',� ���`� �' i ��rTv'a�ct�.;� � �, X��, ' �PP � �� ,:, � rY � #� MOiSt ��� " '� � �,C�`tnp�� . ��s`� a � ,, ,�����`, .� yast��� � s:,,,s � ��r� :� `.0 , za^ aI� .� _.. e �S�d �('> �u1r : a'r�A d� :_s� �. , �Rkkr�' ,E�..� s�r..: �} �`. .��� "��. � �.gt'1� �: ^�-'-:�: a�r �$R18 �;��i .. E W.' � �c;�*$t6� ._ 1 I -��i . ,c ,a,�s-kr� �s�z'7 � � 3 �IBY B@I6W'�8$� �' ?'��fl►It$CtY� � s ' °`r °. BGt�GD� i' m^°�a%; 'r�'��:�v�`�� . .� ,� � � �� ��No � �d ,� :� r�� _, �� ���� r � . k .� �T � ���,� -� , n S. € � � �` .. � d x. .� � � �� Sk 5 zk d �"'d' u �.,��. i �aa t � �, . A � is� f � �� �.r � � �� , -, �:-� �.� {ft)�� � a �' �t�f-� � � �� �� �` ,�(°�„�'s � � ; � t k� ? f 90 lu�ReTq #ess �� , xt�#:.r;Sdp... �C,._...,.,..-tsl���...:,,.:�.fi..�:,, ...� __�,.:.:....s.���'�.`uf5;��`h� .dl,_.� � _a},`?!'"N`.��,...� ,�i�a�;!�''d-u.�� �� .�.:�,��.��4��� M1`� ..�.� a�..'� �-:fi.�,��u.9`����., .....aS�'d�z��,7.�:�€:f'�.-.'�s,.�i 708 O8/28/02 LOT 92, SE CORNER 24188-2 1205 8 121.4 8.1 1 95 ' 709 08/28/02 LOT 93, SLOPE 24188-2 1221 6 118.1 13.0 1 92 710 08/28/02 �OT 92, SLOPE 24188-2 1 210 10 118.0 13.5 1 92 � 711 08/28/02 LOT 91, SLOPE 24188-2 1203 5 112.7 7.5.5 3 93 712 OS/28/02 LOT 57 24188-3 1263 23 118.0 7.7 1 g2 ' 713 O8/28/02 LOT 57 24188-3 1264 24 117.7 7.5 1 92 714 08/28/02 LOT 59 24188-3 1264 25 117.3 7.9 1 92 ' 715 08/28/02 LOT 59 24188-3 1265 26 117.0 8.0 1 91 716 O8/28/02 LOT 59 24188-3 1266 27 115.0 11.6 1 90 ' 717 08/28/02 LOT 59 24188-3 1267 28 114.7 11.9 1 90 718 08/28/02 LOT 62 24188-3 1268 17 114.6 11.8 1 90 719 08/28/02 LOT 62 24188-3 1269 18 114:9 11.7 1 90 � 720 08/28/02 LOT 57 24188-3 1266 26 115.7 11.8 1 90 ' 721 08/28/02 LOT 57 24188-3 1267 27 115.2 11.6 1 90 722 OS/28/02 LOT 54 24188-3 1268 27 114.8 11 .2 1 90 1 723 08/28/02 LOT 54 24188-3 1269 28 114.9 11.4 1 90 724 O8/28/02 LOT 60 24188-3 1268 23 114.8 9.7 1 gp ' 725 08/28/02 LOT 60 24188-3 1269 24 114.6 9.1 1 90 726 08/28/02 LQT 56 24188-3 1268 31 1 14.8 10.4 1 90 � 727 08/28/02 LOT 56 24188-3 1269 32 115.9 9.8 1 90 728 08/28/02 LOTS 62 & 55, LATERAL 24188-3 1269 19 115.0 9.0 1 90 � 729 08/28/02 LOTS 62 & 55, LATERAL 24188-3 1270 20 115.2 9.3 1 90 730 08/29/02 LOT 18 24188 1227 2 118.2 8.7 � 92 95% Req., Failed, See RT 1/730A 730A 08/29/02 LOTS 62 & 55, LATERAL 24188 1227 2 121.9 9.0 1 95 95% Req., RT of #730 � 731 08/29/02 LOT 16 24188 1222 2 1 tg,p g,g � 93 95% Req., Failed, See RT #731 A ' 731A O8/29/02 LOT 16 241,88 1222 2 122.6 9.1 1 96 95°k Req., RT of #731 732 08/29/02 LOT 18 24188 1230 5 123.1 8.8 1 96 733 08/29/02 LOT 16 24188 1225 5 122.0 9.2 1 95 ' 734 08/29/02 LOT 18 24188 1234 9 118.9 7.8 1 93 95% Req., Failed, See RT #734A ' Converse ConsuRants C C I E N T1 O F F I C E 1J 0 B F I L E\ 1999181199-112199112-5 3. t 24188. fdt ' ' Field Density Tables. Newland Homes Tract 24188 March 6, 2003 Page 29 ai-�� � h 7"'� � `,�`'�'�a+�°E v �'rxp �,�.�w ... . ,E... �:��.C`1ri �_" i � . � � tkN�� c 1 _ v � r� �.'E � � �° ;4� _ � . `,�'?a� -t�'ss� 'f� � � ,u �r (�.,� �e.r f ,p �i S ��¢Ea��Eik �.r� � � F-.. @: . ]�r ��' m'� �'ry-`y�i...R -' p A � E �µ' ��.. ,� ?�` s�„��E�f?fI � 3�,��`,ti fr-0°E > "`k,. x � f �.. �t��.�.� �'s.',fi �'� Y1 ��t F��I��Qi E�� " 5�.� r`�����11:� � i" '� 4 `..� 3 , "'` -� 3 1. �i sk2;a!x:i=as4.�c�s�' F a ��'s�a���'������`-&� �k?'� A'S'l�C�`'��:�!�� � �Y'�u,s:��3s �'n �t�'��':s _<��°�a;,� � h� ,,,.. .�!. ' �� -��i-�?kCi�,�"�.�� ' .. . z,�v<xn�7� .. . .. _ . . s, _ .. �s � � `" v zit= Y � �- � F , ; , r .a - t . �:r= � �'." °��' � e-H t � - eS � �"� :.� . ��, �: `���.. � , ���u`Et.l . �d' � � �:�a� ��rk.M ��� ,u� �' ? �,,� ,�,"'�,.c ,� � ,Y� �: . ., s . �e�'� �y' � ..��,"� '��:"v�L4. ;, . 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' '� �' 3 vd ``�� 1 ° *L,«f laar�'`�. .. � 6 p��1� pg : \:� �. 4 �N '�a � ( ."'$�, ; J �u�, �` t _; � ,�i s 4:,�; � a�4 ' .,'��.y�a,,'�,ft,�,��'��t���E as:������'��?3'��„Y����`���;.��n.`�'F��2�I�.;: .,,�'rf:�;�,.s��S:m�.�.���Y�u��N'3:.4����,1�`E�'€'�%"���"o"t�,>�,,,:.:� �'"? ���a�'���W�:;"r. �� 734A 08/29/02 LOT 18 24188 1234 9 122.3 9.2 1 96 95% Req., RT of #734 ' 735 08/29l02 LOT 76 24188 7229 9 119.6 8.2 1 93 95°/a Req., Failed, See RT #735A 735A 08/29/02 LOT 16 24188 1229 9 121.6 9.8 1 95 95°io Req., RT of #735 � 736 08/29/02 LOT 17 24188 1236 6 116.2 12.6 8 96 737 08/29/02 LOT 15 24188 1234 4 115.3 13.1 8 95 ' 738 O8/29l02 LOT 18 24188 1236 11 116.8 12.1 8 97 739 O8/29/02 \ LOT 16 24188 1233 12 116.2 11.9 8 96 0 740 08/29/02 LOT 17 24188 1238 8 121.8 9.2 1 95 741 08/29/02 LOT 15 24188 1236 6 121.6 9.0 1 95 � 742 08/29/02 LOT 18 24188 1240 15 115.8 13.2 8 96 743 08/29/02 LOT 16 24188 1236 15 116.3 11.9 8 96 � 744 08/29/02 LOT 93 24188-2 1226 10 120.8 9.9 1 94 745 08/29/02 LOT 93, NW SLOPE 24188-2 1220 8 120.5 10.0 1 94 ' 746 08/29/02 LOT 92, SW SLOPE 24188-2 121 1 12 123.6 1 1.1 7 94 747 OS/29/02 LOT 92 24188-2 1213 12 122.6 10.9 7 93 ' 748 08/29/02 LOT 92 24188-2 1212 15 121.2 12.3 7 92 749 08/29/02 LOT 92 24188-2 1206 14 122.9 1 1.5 7 93 � 750 08/29/02 LOT 90 24188-2 1210 7 110.0 11.6 8 90 751 08/29/02 LOT 88 24188-2 1212 5 1 14.3 1 1.6 8 94 ' 752 08/29/02 LOT 93 24188-2 7 226 10 . 1 16.6 13.1 3 96 753 08/29/02 LQ? 92 24188-2 1210 13 1 14.8 1 1.3 8 95 ' 754 08/29/02 LOT 91 24188-2 1204 BTM 125.9 6.9 7 95 755 08/29/02 LOT 87 24188-2 1 196 BTM 1 18.8 14.6 7 90 � 756 08/29/02 LOT 54 24188-3 1273 32 1 10.4 12.4 3 92 757 08/29/02 L0T�86 24188-2 1196 BTM 119.2 6.6 � 93 95% Req., Failed, See RT it757A 757A 08/29/02 LOT 86 24188-2 1196 BTM 111.7 8.1 3 gZ 95% Req., Failed, See � RT t17576 7576 08/29/02 LOT 86 24188-2 1 196 BTM 1 15.7 g.g g gs 95% Req., RT of #757A ' 758 08/29/02 LOT 92 24188-2 1212 15 1 18.4 7.1 1 93 759 08/29/02 LOT 93 24188-2 1230 14 1 19.2 9.5 1 93 ' Converse Consuftants C C I ENIIOFF ICEIJOBF ILE11999\8119 9-1 1 219 91 1 2-5 3.tr24188.fdt ' 1 Field Density Tables Newland Homes Tract 24'188 March 6, 2003 Page 30 F y,�F l� t �; ` � � � i F { p §��.� E �m 3�e� na.� fw __ � s s �;� }, - �A.eS�•sa "�s' uy ;`��;.. i � �^ . ��..,,f`N' � .>.,�,?' 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'Y��s c ' ' . ;�St : , �tE BE"� #0��'r Y'l�� t : �'� �� ` �'� s.� ���' �`t�qt�StE.,, t �` �mr F �..�. �. r. ix ; '., ��F°''.:� tx... �,�1.., 7 s .. .���:'i dt�� E � s �,� ������ �. ��.'r"f�l���„E�, � � A�p ; E ,��! * ��. .,,,r �Ca- ' . `. , �t . . , �� � �,� � �`� �'� t ir � 1 � . �'1 � '�i ., � � .. �e���.;,:,�Ss, �s . .. .,..�, ri. . . _...r� .. .;��.�.r�'i.(5�"r.a .�`�<f.�: �`i.�.,� ��„_ .�z . „ s .i�.......�t�li�3 �� ....a�£�.,, :' �, . .l . ... � ,..�s�ia�"ir,� .� ��.;,r,�, l����3.�� � ��l�.diz.�r � = �s,,. �. ,'a �s`���t�.;4i�i� � +m��,����,. � 760 08/29/02 LOT86 24188-2 1209 BTM 114.1 7 3.7 3 95 ' 761 08/29/02 LOT 59 24188-3 1269 29 110.7 12.4 3 92 762 08/29/02 LOT 60 24188-3 1277 32 116.8 6.4 1 91 ' 763 08/29/02 LOT 62 24188-3 1270 19 111.7 14.6 3 92 764 08/29/02 LOT 61 24188-3 1271 26 112.8 9.1 8 93 ' 765 O8/29/02 LOT 57 24188-3 1268 33 108.6 10.2 8 90 766 08/29/02 LOT 87 24188-2 - 1200 3 119.6 10.3 8 99 1 767 08/29/02 LOT 89 24188-2 1202 BTM 123.4 7.3 1 96 768 08/29/02 LOl' 87 24188-2 1202 5 124.1 7.6 1 97 ' 769 08/29/02 LOT 88 24188-2 1203 7 114.8 1 1.3 8 95 770 08(30/02 LOT 64 24188-3 1281 18 118,2 g.7 1 g2 ' 771 08l30/02 LOT 64 24188-3 7 282 19 118.0 12.2 1 92 772 08/30/02 LOT 62 24188-3 1276 27 116.6 8.7 1 91 ' 773 08/30/02 LOT 62 24188-3 1277 28 116.8 9.0 1 91 774 08/30/02 LOT 55 24188-3 1274 34 114.6 9.7 1 90 ' 775 OS/30/02 LOT 55 24188-3 1275 35 115.0 9.2 1 90 776 08/30/02 LOT 53 24188-3 1279 27 116.2 7.7 1 91 ' 777 08/30/02 LOT 53 24188-3 1280 28 115.8 8.4 1 90 778 08/30/02 LOT 15 24188 1239 9 123.0 8.2 1 96. ' 779 08/30/02 LOT 17 24188 1240 12 121.6 9.2 1 95 780 08/30/02 LOT 16 2418$ 7 241 13 i 22.4 8.8 1 96 ' 781 08/30/02 LOT 18 24188 1243 16 121.9 9.9 1 95 782 08/30/02 LOT 16 24188 1243 15 115.6 1.2 8 96 ' 783 08/30/02 LOT 18 24188 1245 18 116.2 11.2 8 96 784 08/30/02 LOT 20 24188 1256 31 116.6 12.6 8 96 ' 785 08/30/02 LOT 16 24188 1245 17 121.7 9.2 1 95 786 O8/30/02 LOT 18 24188 1248 20 122.3 9.0 1 96 ' 787 08/30/02 LOT 20 24188 1258 33 123.1 7.9 1 96 788 O8/30/02 BEHIND LOTS 85 & 86 24188-3 1276 3 116.4 10.9 � g� 95% Req., See RT #788A ' Converse Consuftants C C IEN110FFIC EIJOBF I LE11999181199-112199112-53.tr24188.fdt . _ . __. ' ' Field Densdy Tables Newland Homes Tract 24188 March 6, 2003 Page 31 - r� � `�ii %bY , -��„ m- ay�.5�'�� �� � '� �.. �;- � �f� E �I�a !! .1:� A a �°` �, s, �� � f E�� ��.C��: y ",�+ �i " e€ ` � . v � � �: � °"` �o � ��� a� �.,._ ����� � � � �Tab�e��Q�i��;. ��,�,��`' e�$;�� '= � t _ ' ����� �� n �s e.. ss i, � „ � .� �i-a L ...r ��st�� � � # '�x�sl�t6r� +'�.i��' �'�'�'�'�`��".� �"k�='<c s�i �%t�+�".�.� i+ '�� €_ �s �t����� , �' � ;r a` a r<. _I�I w ��+ � ,�� � a t€ �r�x� � ;F�'�`�. E,�n. � .. C r�, '� -�. � -'k i � " .,.. a .��'� i�; , { . `'�S;` "' tl Z.� f � � £rf �' �p:a . �' bt ��' . .'.�,�,���,�s-'.. '� ' '�''y�''��"ii�.:P'-��r�� ..I ^A. �� � ���'i..,�.� �. �G 1"07E�� 5 Hs�}� �� n ,������ i t ..;s� a � t�}g� � r� � ',�� ` �'�"�.��� ��r�.. �,� � ar���y. �� �T,,QSt � ? ��. � �L1t1�'� � `.'�.,,'� �t'd� '.�fi��'& , �, ,. M i .�,.'�°�.,"�:s��'r�i, t �'�'�,��� �� R `!� lal�t'�s�. �..3'��.�. .. �e'"�� .,,> ���`„ . � ��� ,:;.� y r _ 3,� �`�°� . n. . ,���a }� r - :�`re r�F f '��?�'Y' I,�'� �r� � � �v�. � '�3u���, �������€ � ti�� . � - � ��B � ;���, r �i, �: -��r�: ��-„y r{ 1118 a': �s � � � ?� �`' RJ. �`' � �;� 'K � ��' � , ,� . $'� i.���� , f ,�i_EIII � , ��._'j,,t� �.�'� ix�:. � �aE���kk5�`a.:� _ y�r��� a�.�Nt3 �; ��tB*� � i,�s�� 3�`r�!m :�� �' f �S �. s�� r' 4 ie, R z,,�..,...... � n� n c= s�in r�. ,� ��� � ,�, .u �, 3ir�ee�`d. a; �a 5 '���ca ak�' ex��.�� '� y ,) ,. ..��h ��a. - ;i� �, �. '.���r� � �r3e '` �. �� �s� #'Is r `i�m�� tti ,� '7A., x �[II@SS�dO1BiL� r `��t�':t•�, �� q �d �,d n �;�` ��(f�#;�`� !„�;�'i�#'�� �i, '�l t ��w�,vF�, ��. sr rii� �i c " �s'��Y�� �« ��� ��r�4��'"� , y s��r�a��, $ ' .at+.,�YV , �����W�� , ��,�,�" .. �,s ��s „��.,��t�3�.��.1�.z I.��.�:'? � ,��: ����?�"fiv��� �t Ei�'�f�r� � r� ,;�„?���, � y� ??��nP,� f? ��� , . .�...�. e`��E��� �E�:,:; ��k� .�� t �.:s.�sx�F �.. � �� .... a��������ry����V���;j� - 788A 08l30/02 BEHIND LOTS 85 & 86 24188-3 1276 3 121.8 9.9 1 95 95% Req., RT of #788 ' 789 08/30/02 BEHIND LOT 86 24188-3 1276 3 119.9 10.0 1 gq 95% Req., See RT . it789A 789A 08/30/02 BEHIND LOT 86 24188-3 1276 3 122.6 9.2 1 96 95% Req., RT of #789 t 790 08/30/02 LOT 15 24188 1244 14 121.3 8.8 1 95 791 08/30/02 LOT 17 24188 1250 22 122.6 8.2 1 96 � 792 08/30/02 LOT 87 24188-2 1205 7 108.5 5.6 8 90 95% Req., See RT #792A 792A 08/30/02 LOT 87 24188-2 1205 7 124.0 9.5 1 97 RT of #792 � 793 08/30/02 LOT 89 24188-2 1205 3 1 17.8 10.7 8 97 . 794 08/30/02 LOT 88 24188-2 1206 9 102.3 1 1.2 8 85 Failed, See flT �794A ' 794A 08/30/02 LOT 88 24188-2 1206 i 9 120.2 1 1.1 8 99 RT of i1794 � 795 OS/30/02 LOT 90 24188-2 1207 2 118J 10.8 8 98 ' 796 08/30/02 LOT 93 24188-2 1223 13 118.5 10.7 1 93 797 08/30/02 LOT 92 24188-2 1215 18 123.2 8.6 1 96 798 08/30/02 LOT 90 24188-2 1213 10 125.0 9.8 7 95 799 08/30/02 LOT 88 24188-2 1211 6 120.0 1 1.1 7 91 ' 800 08/30/02 LOT 87 24188-2 1208 10 122.1 7.5 1 95 801 08/30/02 LOT 88 24188-2 1210 1 1 116.4 10.6 8 96 ' 802 08(30/02 LOT 92, SLOPE 24188-2 1273 15 712.7 13.6 3 93 803 08/30/02 LOT 92 24188-2 1207 BTM 113.5 6.9 7 $y Native Bottom, 85% Req. ' 804 08/30/OZ LOT 57 24188-3 1273 33 114.7 12.6 3 95 805 08/30/02 LOT 55 24188-3 1276 36 1 13:7 11.3 3 94 ' 806 08/30/02 LOT 53 24188-3 1280 28 1 14.4 7 2.9 3 95 807 08/30/02 LOT 62 24188-3 1276 25 109.4 16.5 3 90 ' 808 08/30/02 LOT 62 24188-3 1282 26 108.8 15.5 3 90 809 O8/30/02 LOT 64 24188-3 1282 19 114.1 13.5 3 94 ' 810 08/30/02 LOT 64 24188-3 1283 20 113.6 14.5 3 94 811 08/30/02 LOT 66 24188-3 1286 20 1 13.9 14.2 3 94 ' 812 08/30/02 LOT 66 24188-3 1287 21 113.0 14.0 3 93 813 08/30/02 LOT 67 24188-3 1287 21 113.6 13.0 3 94 � Converse Consuttants CC I ENTIOFFICEIJOBF I LE11 99 9181199-1 1 2\99112-53.tr24188.fdt ' Field Density Tables � Newland Homes Tract 24'I88 March 6, 2003 Page 32 � � t� �;. k't3"" �� „�'�` � '� a �i �f �`u t�� f � t�s "���t� � �f "��"r;: �"� '+� ,�(� ti -f � ,� �i ,,?a"� re "• t. .S��,fi ._'' "§ �` .` !`'� £�� ���� �" �° � � V � k }_ ��v 's§`^� S �� "Y ��*'r.,n �� ��' � �" �` ��-� �� .�. _ T yi �a ��� � 3 �' _�������a�b[e No A,1��.�f�rid�C�ensi .t� T � es��E�esults ���'.�� � �� ��� ; �3� �P� '� �� `���� ,.�. -� - ia�u:� �L�E� .0 � .E �.p + ar.#�' a�*.�."�:�.�5.����'S�'��� �d.,�, t�E6✓�. ��i���t�S ���.� "��d�R:�.�,�E"� r '�.���i ������'€.,�sa�,�: ����.� ' E...,,�i� 'ny q&�S;�rf���"...,,'�,kar�},�.,na���"'v" :-_a �,.��j....,�1i`�.r"..� "�r.�� r �.,� ��"�x [,4.i �`!,..,,., 1%��.•.?�(�-r .. ,�s '� �:�,tE7, -<<:r �1' "+ �K� �s j� G�:;.��. 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"`���� �'�.��„ �� �`�?_::: � s, ., a� �.,,��� � ?'� ��� �. ���� � s���.� '�r �� �-�p ��, ��� �� , _..�. �,�.....��xE 6. ,� , � � �, � �.-r � � ��.. � . �� �`?',� �z�, 814 08/30/02 LOT 67 24188-3 1288 22 1 13.6 13.5 3 94 ' 815 08130/02 LOT 69 24188-3 1286 20 108.6 16.0 3 90 816 08l30/02 LOT 69 24188-3 1 ZE? 21 108.8 16.2 3 90 ' 817 09/03/02 LOT 92 24188-2 1214 1 7 117.0 10.6 1 91 818 09/03/02 LOT 87 24188-2 1208 12 1 14.7 8.1 1 90 ,� 819 09/03/02 LOT 68 24188-3 1290 24 1 15.6 7.1 1 gp 820 09/03/02 LOT 68 24188-3 1291 25 1 16.4 7.0 1 91 , 821 09/03/02 LOT 66 24188-3 1290 24 1 10.0 14.5 3 91 822 09/03/02 LOT 66 24188-3 1291 25 108.6 16.3 3 90 ' 823 09/03/02 LOT 64 24188-3 1286 23 108.8 12.7 3 90 824 09/03/02 LOT 64 24188-3 1287 24 109.7 12.9 3 91 ' 825 09/03/02 LOT 62 24188-3 1279 28 109.0 1 1.9 3 90 826 09/03/02 LOT 62 24188-3 1280 29 109.2 121.1 3 90 ' 827 09/03/02 LOT 60 24188-3 1273 31 11 1.8 14.7 3 92 828 09/03/02 LOT 60 24188-3 1274 32 113.5 14.2 3 94 ' 829 09/03/02 LOT 89 24188-2 1208 10 1 18.9 9.3 1 93 830 09/03/02 LOT 92 24188-2 1220 17 120.0 9.6 1 94 � 831 09/03/02 LOT 33 24188-3 1252 27 1 18.2 7.4 1 92 832 09/03/02 LOT 33 24188-3 1253 28 1 18.6 7.6 1 93 ' 833 09/03/02 LOT 35 24188-3 1249 17 115.4 5J 1 90 834 09/03/02 LOT 35 24185-3 1250 18 115.8 6.2 1 90 835 09/03/02 LOT 16 24188 1255 15 1 12.2 9.1 1 88 Failed, See RT #835A ' 835A 09/03/02 LOT 16 24188 1255 15 118.9 10.3 1 93 RT of #835 836 09l03/02 LOT 17 24188 1256 18 113.5 6.4 1 89 Failed, See RT #836A ' 836A 09/03/02 LOT 17 24188 1256 18 1 16.1 12.2 1 91 RT of #836 � 837 09/03/02 LOT 15 24188 1259 18 117.4 7.2 1 g2 838 09/03/02 LOT 14 24188 1256 14 120.4 9.6 1 94 839 09/03/02 LOT 16 24188 1259 17 117.9 9.8 1 92 , 840 09/03/02 DAHL DR., LOT 15 24188 1247 8 116.7 g,7 1 g1 , Converse ConsuRants CCIENl10FFICEIJOBFILE11999181 \99-112\99112-53.tr24188.fdt � � Field Density Tables Newland Homes Tract 24188 March 6, 2003 Page 33 � `� $ ��' i E .���;�3 S ., o �� n ,� �.. € P �, .ft`��� u6 .s G � �n 3at�a� � � �E� `+� L � , ; �E� :1i. � € f w��I' .. i ���: � 4� � & J'��. r's ., ,zF� i, ���� .. €, 5 N 1 � ::- at t �., � �� � .,.;�( s y� ge ,Ew:� �., 3_�.,. .� s S 3 s ::, � �a ��3c��j'�'Y � . . �t y � �' �: �'£ ��,�,�� �� E�� �� �� � �� � ' �t'��'� ' a� '�;��F��s d�t�e�s� s�k�Resut�ks� ������ �� E� S � � } � _ , �c .��-,� � ���€� F � '� �. . i �� E d !i ��.. y �' . .� )k � � T� � ( ( l� ..�� .. �E3�' h E .f �., �t �€ j { ". 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S�'-�v 2 xC} f Ju .,v+.�'�„ , Cv , v:.,,,,v� �Y��n��':�.l�'��a.. fl��.... . . ... _ i. , � . �_. .... _.. b,. _....x _ > � - .,,. 841 09/03/02 KEYWAY, LOT 10 24188 1231 2 116.2 9.9 3 96 � 842 09/03/02 KEYWAY, LOT 12 24188 1228 3 119.5 7 1.0 3 99 843 09/03/02 DAHLDR., LOT 26 24188 1247 10 113.7 1 7.1 3 34 � 844 09/03/02 KEYWAY, LOT 11 24188 1230 4 115.8 11.8 1 gp 95% Req., Failed, See RT #844A 844A 09/03/02 KEYWAY, LOT 11 24188 1230 4 114.9 9.9 3 95 RT of /l844 � 845 09/04/02 DAHL DR., LOT 12 24188 1230 9 111.6 10.2 3 92 846 09/04/02 DAHL DR., LOT 14 24188 1240 7 121.4 7.4 1 95 � 847 09/04/02 LOT 84 24188-3 1289 25 1 13.3 1 5.4 3 94 848 09l04/02 LOT 82 24188-3 1289 10 116.1 11.2 1 91 � 849 09/04/02 LOT 83 24188-3 1291 12 1 10.1 10.1 3 91 850 09/04/02 LOT 85 24188-3 1292 13 112.0 9.3 3 93 � 851 09704/02 LOT 29 24188-3 1240 BTM 109.4 7.8 3 90 Native Bottom, 85% Req. 852 09/04/02 LOT 29 24188-3 1233 BTM 112.6 16.3 � 88 Native Bottom, 85% Req. , 853 09/04/02 LOT 29 24188-3 1248 BTM 114.2 14.8 � 89 Native Bottom, 85% Req. 854 09/04/02 LOT26 24188-3 1230 BTM 114.3 6.8 � 89 Native Bottom, 85% Req. � 855 09/04/02 LOT 29 24188-3 1255 BTM 99.6 27.7 2 g� Native Bottom, 85% Req. 856 09/04/02 LOT 29 24188-3 1255 BTM 101.2 27.0 Z gg Native Bottom, 85% Req. � 857 94/02 LOTS 82 & 83 24188-3 1294 12 117.2 9.0 1 92 858 09/04/02 LOT 86 24188-3 1296 24 1 12.0 10.4 3 93 ' 859 09/04/02 LOT 89 24188-2 1217 15 122.4 9.9 1 96 860 09/04/02 �OT 91 24188-2 1217 13 1 15.0 9.3 1 90 � 861 09/04/02 LOT 86 24188-2 1216 6 115.6 9.7 1 90 862 09/04102 LOT 88 24188-2 1217 15 114.7 12.0 8 95 ' 863 09/04/02 LOT 90 24188-2 1217 13 115.4 1 1.7 8 95 864 09/04/02 LOT 92 24188-2 1219 15 120.6 11.2 1 94 � 865 09/04/OZ LOT 90 24188-2 1219 15 118.4 12.1 1 93 866 09/04/02 LOT 28 24188-2 1260 34 113.7 14.5 8 94 , 867 09/04/02 LOT 30 24188-2 1259 24 113.3 15.1 8 94 868 09/04/02 LOTS 27 & 28 24188-2 1258 30 113.9 11.1 8 94 ' Converse Consuftants CC I ENIIOFF I C E\J OBFILE11999\81199-112199112-53.t24188.fdt ' � Field Density Tables Newland Homes Tract 24188 March 6, 2003 Page 34 , �,. � . �,� y�'p��^Y :� .. � �" ����"��`,����e'� ��' �r�� N ���`,�,'�'^�� �;�' "� a . �,9���e�t"`".;, ��"mw`�.���,�_> � t �'� . ` , � , ,.`�" �`� � 4�E ���z��'�. s � '�.�,��{�:: � � �,x�� , d /ry (} �, �z,a�4 � y'�E{ � a. ., Y -� m. y',r�'�, �`a �. �,� �� ; t�._� ��E4��,� ��"�s �..� ���1✓ . ���� � � �f:��*��. s � s ��t r " ! �Q?x3� _: �✓5,.�'�� , " : �4�" -.��ti�� 's� 'i' .. i - A � I�� h ��k `� ..� �nx � � ,_ � � �,F. � ,,,_� ��'�s .� v3 sN : �- � � �� r- 1 �.-.� �i..�+.�v�� . . c��" +�..., .t�. i�s�� � � � � � � �.�. ,, � ,� ,ME. � � . � �'� __ � "�. � � ��"��� � �:�� � � �, � �,- k ���` --�.� � _ . � ..�s� iz ��° . , r .. � � � .�� � '� . d � � a �:� 3%, . g `��� �����i'Pl,+ ��u. �i�' .. � � �� ,. . ��� �� E � T � �� � - st r, 5�'�!`- � ,�4�� : r k _�:3 �� �PQX�� ��}ll"OX F��f x a �}Py/� �� 2 "� �Ci0111�� s�` �-��, q 2-�"''.�'���..`�...,. � 3.:. }"�`�� t ���'.�T. ��I.00dtILili ;� , � T �dC�.�'i`�.v �.��, �T � . : ..�`�-�"�.' i `. �, "' .: �.. L9 � r h. a rc r'��"t'h� i�:. ,��..1SO�I ik � iqr�'v€, r�F ,� � R$i'll8 i- _ q $� � � �,�� � - Ef,ev �.b -tBetavy�Test� � p' � Cantent �r act�an g 3 �`�-�� � � . _ � �: �°: . �� E�,`� �g$=��` � ° W £ � H � ':i .�IYh `c�`£�k�2j $�tt ,� �.. F ���..•___n� , �i'�. 4'f "4�. " � i:..� �� o I7 � �`� ��` No , � + � � � �'� "��` eh � ~� �� �>; 90 �R unles4�noles! ' �s c" ��` "�,�z` �� .r�n s�.$ � ��:�-` . �-`� - � a / � ( f s. .� ��/9 �'� k C� / � �. �� .t � '� � -4 � ,r-: �{`a� ��'� �p.�. ��s � �'�'s ;,,"� £� .�3 s���'„u- r€ _'��1��r;.� � �'e'��4{ IO�C�'`�#��i ��� Cr .€��: �.�€��;4 `�,�' `K"'u �"�-�.. � - � �..+��°��2 .�� ��' �,"��'r'��i�i�..�a'�ti &'r�.�, Z��i!,n �s - :'� � . �� d '�,.=�'Y _ b "" ?i�. � 'G �h -� c t � � � Et '� a� '�i �. ,�.: , .; _. � ..�-a,.a _�c.r / _.,. ,,.,-:.., . F , , . ,... ,.::� . -..,. . ,.�,. `�- __ ., . _ �.��_;�` . .�� �x�'t .T> �' ��.s� �.'��.���.��..'`a�. ...a�..��.- 5,,. 869 09/04/02 LOT 29 24188-2 1260 25 113.7 12.0 8 94 � 870 09/04/02 LOT 33 24188-3 1254 29 7 15.3 7.9 1 90 871 09/04/02 LOT 33 24188-3 1255 3Q 115.5 7.4 1 90 � 872 09/04/02 LOT 30 24188 1255 9 116.9 13.8 1 91 873 09/04/02 LOT 30 24188 7256 10 175.3 14.1 1 90 ' 874 09/04/02 LOT 35 24188-3 1251 19 120.4 9.8 1 94 875 09/04/02 LOT 35 24188-3 1252 20 120.5 9.9 1' 94 � 876 09/04/02 LOT 60 24188 1252 17 120.6 10.3 1 94 877 09/04/02 LOT 60 24188 1253 10 118.2 10.5 1 92 , 878 09/04/02 LOT 36 24188-3 1254 22 114.9 12.1 7 90 879 09/04/02 LOT 36 24188-3 1255 23 114.8 12.0 1 90 � 880 09/04/02 LOT 59 24188 1252 2 118.4 8.6 1 93 881 09/04/02 LOT 59 24188 1253 3 118.9 8.8 1 93 , 882 09/04/02 LOTS 33 & 62 24188 1254 29 118.7 12.0 1 93 883 09/04/02 LOTS 33 & 62 24188 1255 30 118.0 12.4 1 92 � 884 09l04/02 LOT 31 24188 1257 11 121.0 5.9 1 95 885 09/04/02 LOT 31 24188 1258 13 120.0 5.9 1 94 , 886 09/05/02 LOT 83 24188-3 1290 20 121.4 8.3 1 95 887 09/05/02 LOT 84 24188-3 1280 13 7 17.9 13.6 1 92 ' 888 09/05/02 LOT 85 24188-3 7 295 15 1 7 7.3 12.1 1 92 889 09/05/02 LOT 86 24188-3 1299 23 1 78.8 9.2 1 93 , 890 09/05/02 LOT 29 24188-2 1262 30 108.6 149.0 3 90 891 09/05/OZ LOTS 28 24188-2 1260 35 110.3 14.3 3 91 ' 892 09/05/02 LOTS 28 24188-2 1260 10 111.4 18.6 3 92 893 09/05/02 LOT 27 24188-2 1263 18 108.9 13.9 3 90 � 894 09/05/02 LOTS 27 & 28 24188-2 1262 22 113.7 11.7 3 94 895 09/05/02 LOT 29 @ STREET 24188-2 1262 22 114.1 18.0 3 94 896 09/05/02 LOT 29 @ STREET 24188-2 1262 23 108.5 16.5 3 90 � 897 09/05/02 LOT 30 24188-Z 1263 22 110.3 13.5 3 91 ' Converse Consuftants CCI ENTIOFFICE\JOBF i LE\1999181 \99-112\99112-53.t24188.fdt � e Field Density Tahles Newland Homes Tract24188 March 6, 2003 Page 35 .� -�� .''.'� p �� ". �", � ( E:tS"x�e ..� s-s, -ti�; � �' � ��, }� r `�` CtK�"��3if �z, �� c�.�"�r �yz2�� . §'h +�b.i` s�s � �E: � ,� r a n � � � �'•�-`���. . � ' � k ��� ��� �� ��. : � �'�a' 1� � . �F}i � . ��� �J�:Id>� � .H�`�� ����:��� � � ��� Y i� �� r ... . 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'.`d�. � � "� a` :��? � A K�.���.s. .� � �,� sl �jg����.A .-.✓� ' "� t:.-��'�Ia���� vt q.�'�� �s � 16' n�`�'� � �d's����v� " �I��-"JV ������� �"�! t� � - � r� x � � z - �' � . ss�' . �.n � �tl �,..,.�S�.�q �, aiaa�... .. �i+3.-�.� �, ., k&_, _. .....s.� ,,..'-�i�. �.� � .,� �;.� �i£-�s� .. .,. �.'�,�.., . <� `,�,,s,�, . ���Fdr, n. ..'�.. . �i,',..'��",,. �°.�,�- �', �h.;_ ,- �*`� ��,;4�:. --v s k s . .... _ , ,�.,..,..� . . ..,_ .i .. . �.. .:]� ' ... ,. ,. 898 09/05/02 LOT 85 24188=3 1299 19 122.8 8.7 7 93 � 899 09/05/02 LOT 82 24188-3 1293 14 114.4 11.8 8 95 900 09/05/02 LOT 83 24188-3 1294 24 111.4 14.1 8 92 � 901 09/05/02 LOT 86 24188-3 1302 26 113.7 13.3 8 94 902 09I05/02 LOT 9 24188-3 1262 18 110.1 14.6 3 91 ' 903 09/05/02 LOT 9 24188-3 1263 19 109.0 15.1 3 90 904 09/05/02 LOT 10 24188-3 1265 38 109.8 15.2 3 91 � 905 09/05/02 LOT 10 24188-3 1266 39 110.2 15.5 3 91 906 09/05/02 LOT 12 24188-3 1267 28 108.9 15.3 3 90 , 907 09/05702 LOT 12 24188-3 1268 29 109A 15.0 3 90 908 09/05/02 LOTS 58 & 59 24188 1255 5 115.9 9.0 1 91 � 909 09/05/02 LOTS 58 & 59 24188 1256 6 116.2 9.4 1 91 910 09/05/02 LOTS 34 & 35 24188 1254 9 116.8 9.9 1 91 � 911 09/05/02 LOTS 34 & 35 24188 1255 10 118.7 g,2 1 g3 912 09/05/02 LOT 67 24188 1256 BTM 123.6 7.2 1 97 , � 913 09/05/02 LOT 69 24188 1257 BTM 116.1 8.5 1 91 914 09/06/02 LOTS 86 & 87 24188-2 1214 13 119.2 7.0 1 93 ' 915 09/O6/02 LOT 90 24188-2 1216 6 120.2 7.0 1 94 916 09/06/02 LOTS 88 & 87 24188-2 1217 17 116.7 9.0 1. 90 , 917 09/06/02 GREENE CIR. 24188-2 1203 BTM t07.4 7.7 g 89 Native Bottom, 85% Req. 918 09/O6/02 GREENE CIR. 24188-2 1216 BTM 114.0 6.9 3 94 ' 919 09/O6/02 LOT 94 24188-2 1216 BTM 111.1 9.9 3 92 920 09/06/02 LOT 95 24188-2 1215 BTM 109.3 13.5 3 90 � 921 09/06/02 LOT 89 24188-2 1218 16 1 18.6 11.4 1 93 922 09/06/02 LOT 91 24188-2 1220 14 124.1 8.3 1 97 � 923 09l06/02 LOT 92 24188-2 1220 16 1 17.0 10.6 1 92 924 09/06/02 LOT 94 24188-2 1214 3 120.9 10.5 1 95 925 09/O6/02 LOT 95 24188-2 1215 2 123.9 10.0 1 97 , 926 09/O6/02 LOT 90 24188-3 1293 BTIVI 102.3 19.6 8 85 Failed, See RT 11926A ' Converse Consultants CCIE NT10FF I C E1JOB FILE11999181 \99-112199112-53.tr24188.fdt � � Fiefd Density Tables Newiand Homes Tract 24188 March 6, 2003 Page 36 ,�,,� � s„ � ��?: � ` �k z k� �. ikj � � r� r � v 5t ��� �: �,"'k"�' ?�ei`,���`�'Fr���fdET�..^;F. �v � �:" � '�� �� �� y ; � t . �_t [`{� zs,� � k ` :_. 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' 930 09/06/02 LOT 83 24188-3 1299 BTM 102.1 1 g, g g 84 Native Bottom, 85 % Req. 931 09/06/02 LOT 48 24188-3 1270 BTM 110.2 17.2 g 9j Native Bottom, 85% Req. � 932 09/06/02 LOT 45 24188-3 1267 BTM 120.2 9.0 1 94 Native Bottom, 85% Req. 933 09/06/OZ LOT 48 24188-3 1272 2 711.3 14.6 8 92 � 934 09/O6/02 LOT 45 24188-3 1269 2 120.0 9.2 1 94 935 09/06/02 LOT 35 24188-3 1257 12 120.6 10.1 1 94 � 936 09/06/02 LOT 35 24188-3 1258 13 121.2 9.3 1 95 937 09/06/02 LOT 26 24188 1230 1 116.0 9.3 1 91 � 938 09/06/02 LOT 26 24188 1231 2 116.2 9.5 1 91 939 09/06/02 MIDDLE OF DAtiL DR. 24188 1236 2 116.9 8.5 1 91 1 940 09/O6/02 LOT 25 24188 1237 3 116J 8J 7 91 941 09/06/02 LOT 44 24188-3 1255 10 118.8 12.3 1 93 1 942 09/06/02 LOT 44 24188-3 1256 11 118.6 12.8 1 93 943 09/06/02 LOT 43 24188-3 1258 73 117.9 13.1 1 92 � 944 09/06/02 LOT 43 24188-3 1259 14 118.3 13.3 1 92 945 09/09/02 LOT 84 24188-3 7300 30 113.6 13.5 8 94 � 946 09/09/02 LOT 41 24188-3 1266 1 121.3 9.8 1 95 947 09/09/02 LOT 43 24188-3 1268 22 116.4 10.7 1 91 948 09/09/02 LOT 24 24188 1241 1 113.4 11.2 8 94 ' 949 09/09/02 LOT 25 24188 1243 3 119.6 10.0 1 93 � 950 09/09/02 LOT 27 24188 1237 8 116.1 10.5 8 96 951 09/09/02 LOT 26 24188 1234 10 113.9 10.0 8 94 952 09/09/02 LOT 49 24188-3 1278 BTM 116.7 9.5 1 g� Native Bottom, 85% � Req. 953 09/09/02 LOT 49 24188-3 1279 2 120.1 10.8 1 94 ' Converse ConsuRants CCIENIIOFF�CEIJOBFILE11999\81 \99-112\99112-53.t24188.fdt � � Field Density Tables Newland Homes Tract 24'188 March 6, 2003 Page 37 `� r� t: -a �'�i� 7 -�`ss , �ga�'�" �„y ;. �. �-z',}-`s" �."'3 �q -. u '��,�„a��,�, •. �m a n r� - � ;»�-r ��.��'�agz ��,� �.' uv�.F; ��E�'"�..,�s�"�'s �Q 9 �`';� �"�� �` a �� ��,`�'� ' _: � 3 zE �.�,t � &4 f. . s� k' �'3� i �! 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FRONT OF LOTS 88 & 89 959 09/09/02 MIDDLE, GREENE CIR., 24188-2 1209 4 122.4 7.9 1 96 95% Req. , FRONT OF LOTS 88 & 89 960 09/09/02 MIDDLE, GREENE CIR. & 24188-2 1211 3 122.2 . 10.9 1 96 95% Req. DELTA WAY 961 09/09/02 MIDDLE, GREENE CIR. & 24188-2 1212 4 121.1 11.6 7 95 95% Req. e, DELTA WAY 962 09/09/02 MIDDLE, GREENE CIR. 24188-2 1211 6 121.5 11.2 1 95 95% Req. FRONT OF LOTS 87 & 88 ' MIDDLE, GREENE CIR., 963 09/09/02 24188-2 1212 7 121.2 11.4 1 95 95% Req. FRONT OF LOTS 87 & 88 964 09/09/02 LOT 95 24188-2 1213 3 121.6 10.7 1 95 95°h Req. ' 965 09/09/02 LOT 95 24188-2 1214 4 121.9 10.8 1 95 95% Req. 966 09/09102 MIDDLE, GREENE CIR., 24188-2 1214 9 116.4 9.5 1 91 FRONT OF LOTS 87 & 88 MIDDLE, GREENE CIR., Native Bottom, 85% � 967 09/09/02 24188-2 1215 BTM 117.3 10.2 1 92 FRONT OF LOTS 87 & 88 Req. 968 09/09/02 MIDDLE, GREENE CIR. & 24188-2 1214 6 120.8 9.8 1 94 DELTA WAY 969 09/09/02 MIDDLE, GREENE CIR. & 24188-2 1215 7 121.0 10.0 1 95 � DELTA WAY 970 09/09/02 LOT 88 24188-2 1214 2 122.6 9.3 1 96 95% Req. 971 09/09/02 LOT 88 24188=2 1215 3 122.8 9.0 1 96 � 972 09/09/02 LOT 20 24188 1258 33 1 16.5 13.1 1 91 � 973 09/09/02 LOT 75 24188-3 1265 33 1 18.8 8.1 7 93 974 09/09/02 LOT 77 24188-3 1270 11 1 17.2 13.9 1 92 975 09/09/02 LOT 79 24188-3 1279 10 1 16.8 11.9 1 91 � 976 09/09/02 LOT 43 24188 1265 6 117,6 11.8 1 92 977 09/09/02 LOT 16 24188 1253 17 114.3 14.2 8 94 � 978 09/10/02 LOT 44 24188-3 1265 20 1 19.9 10.3 1 94 � 979 09/10/02 LOT 17 24188 1245 11 112.7 10.9 8 93 980 09/10/02 LOT 14 24188 1255 17 115.4 12.6 8 95 981 09/10l02 LOT 13 24188 1257 18 117.0 9.6 1 91 � 982 09/10/02 LOT 25 24188 1243 2 110.2 12.9 8 91 95% Req. '' Converse Consuftants C C i E N T10 F F I C E1J O B F I L E\1999181199-112199112 -5 3. tr14188. fd t � Field Densdy Tables Newland Homes Tract 24� 88 March 6, 2003 � ` r � �'�� . ���'w ` � E'� �+34 � , . "� .. �` `` -, E i t, sv �c - n, � � � Page 38 � �` � � 'i��.�-x�.�i'�� .., q�.���� �sM " �� , '�r „ ��`�_����f� ,���E'Q 'G ad�� ��_� jk � ���' t, :.' � "�r �-�.Y�` _�'�-� �' rz" . J.�. _s �,'�. �. �T� 5� ��;�� s�� � ����� �5� '��€,��. �-�� � ��p�t�g.�,�le`�� � "f�� '� �'� `���'�� '' � � _ ,�.�.' r ��rts Y3��4$?`'�'!4s 44 , �hG`��"S'xsh`�S` s�h`�� �6 �d' ��s,'s�`- '" `�-r'�S�ut( £zc�fr`� 3 �:15u �� c . � �� � t �'t���� .��t::., �� � r-�' � � �z a � s�.� �; a E . . . w� .. tr r f � ' u" . �. �i *, v'9� �'�`e`,'` 's3 � ,�� .. _ x.. 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G'r�011��, . �� �,r....,�� : �` ;s-.�'.��.��t�.�.'��, h � � � l , �T e i n.. 90% R�uniess ��`��� Y �'���", -�' � � � �� ����1�{ u�� � � ,y� �i ¢�j Yf� �� p/ _ � f eq r nated} � kk;.bHae�vS.'p.tr« �..._�/ �f��.i,k��,R����d',4,i��"' �. "��� "' ( ������3-` G£�� !'�e���� ,.I'-�3C �� � d s`-• � �{��,��:�,F �4�� �"'�.W. .� _ �.� ;.:� .... �����,.�.,..� �.. :� �[3.��-�a.. .<E .�a E �f �- � � �=��E�� . ��.. .:�, _,.x�'__.: �r�����i� �,�.,� ..� � �:n, a�itP �� ��,��� �,� . -x -�� .�� 983 09/10/02 LOT 27 24188 1243 8 114.5 14.5 8 95 � 984 09/10/02 LOT 85 24188-3 1301 17 109.0 18.8 11 92 985 09/10/02 KEYWAY @ LOT 11 24188 1229 BTM 111.9 12.3 g 92 Native Bottom, 85% Req. , 986 09/10l02 KEYWAY @ LOT 9 24188 1224 BTM 109.8 15.6 g g� Native Bottom, 85% Req. 987 09/10/02 LOT 88 24188-2 1216 4 722.0 7.1 1 95 � 988 09/10/02 GREENE CIR., IN FRONT OF 24�88 2 �2�8 6 123.4 6.9 1 96 LOT 86 989 09/10/02 LOT 95 24188-2 1217 7 119.6 11.7 1 93 990 09/10/02 GREENE CIR., 24188-2 1216 10 118.3 12.8 1 g2 ' IN FRONT OF LOT 87 991 09/10/02 GREENE CIR., 24188-2 1218 4 123.4 6.5 1 96 IN FRONT OF LOT 89 992 09l10/02 GREENE CIR., 24�$$-2 �2�9 g 120.9 7.6 1 g4 � IN FRONT OF LOT 86 993 09/10/02 DELTA WAY, 24�88_2 �2�9 10 123.4 7.5 1 gg LOTS 95 & 96 994 09/10/02 LOT 88 24188-2 1220 8 125.1 7.6 6 94 ' 995 09/70/02 GREENE CIR., 24�8$-2 �2�� �4 125.4 8.6 6 94 IN FRONT OF LOT 95 ' 996 09/10/02 LOTS 85 & 86 24188-2 1219 6 126.5 8.1 6 95 997 09/10/02 LOT 94 24188-2 1221 3 121.8 8.0 1 95 998 09/10/02 GREENE CIR., IN FRONT OF 24188-2 1218 4 120.1 8.5 1 94 � LOTS 94 & 95 999 09/11/02 LOT 86 24188-3 1302 30 113.4 11.8 8 94 1000 09/1 7/02 LOT 85 24188-3 1301 18 1 10.3 13.8 8 91 � 1001 09/11/02 LOT 8 24188-3 1264 4 106.6 16.5 11 90 1002 09l11/02 LOT 9 24188-3 1264 20 108.0 17.3 11 92 , 1003 09/11/02 LOT 8 24188-3 1266 6 117.4 10.7 1 g2 1004 09/11/02 LOT 9 24188-3 1266 22 117,7 g,g � 92 � 1005 09/11/02 MIDDLE, GREENE CIR. & 24188-2 1223 18 114.6 11.6 1 gp DELTA WAY 1006 09/11/02 MIDDLE, GREENE CIR. & 24�$$ 2 �224 �9 � �4 � � � 2 � 90 � DELTA WAY 1007 09/11/02 MIDDLE, GREENE CIR., 24188-2 1223 19 115.4 10.9 1 90 FRONT OF LOTS 87 & 88 1008 09/11/02 MIDDLE, GREENE CIR., 24188-2 1224 2 115.9 10.6 1 g1 � FRONT OF LOTS 87 & 88 1009 09/11/02 DELTA WAY 24188-2 1224 14 122.9 11.6 1 96 1010 09/11/02 DELTA WAY @ LOT 96 24188-2 1222 4 120.0 10.6 1 94 , 1011 09/11/02 GREENE CIR. @ LOT 91 24188-2 1224 4 116.3 13.7 1 gt �� Converse Consuftants CC I ENIIOFF ICEIJOBF I LE\1999181199-112199112-53.tr14188.fdt ' - Field Density Tables � Newland Homes Tract 24188 March 6, 2003 Page 39 � "�'�{,�`;�h�'` �"�R� �'� -: y u . �Yv, ..a�-�ry������:,.�"i,.;:.� �m�, ;��.€�,��tist����...;':, �'' 3 � - d��:�'�r,.m.x , �.�3 �`�€�',::3�,�' � ;'9p. ;�:;�-� Y[ � 7� �„� � � ���� �,�� � 1�able�No°�si4� � ��'ield�t��ns�. 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'� .i � �.'7�� � �` �, .r �' � : c� �� �,� .'�"�` t� �r ;: � s� � :� ��,. � �E���..r. � �t:..:...'�°fl��kY.. . �.r�.� � �' � �.r�.�.. _ :-. : d ���..��' r � � � :���. ��.�i�".:��.�, ,��,...0 �":��.� ,. _`?��4� :.�: _., .....t;��! . .'.,r,_, h„ <. �€r �„ . .�� n �`` �.'<'� � ., _�..�`I��`r�..7 E �: -� a�"s;,?'�.�> 1012 09/11/02 DELTA WAY @ LOT 94 24188-2 1224 9 117.0 10.5 1 91 � 1013 09/11/02 LOT 86 24188-3 1304 32 99.5 21.6 11 84 Failed * 1014 09/11/02 LOT 85 24188=3 1302 19 99.9 21.3 11 85 Failed " � 7015 09/11/02 LOT 84 24188-3 1300 32 105.0 17.2 11 89 Failed " 1016 09/11/02 LOT 83 24188-3 1298 30 105.1 16.5 11 89 Faiied * � 1017 09/11/02 LOT 100 24188-3 1271 FG 108.2 10.4 1 85 Failed ' 1018 09/11/02 LOT 99 24188-3 1275 FG 106.1 12.8 . 1 82 Failed " � 1019 09/11/02 LOT 98 24188-3 1279 FG 138.3 6.0 1 N/A Not Valid 1020 09/11/02 LOT 98 24188-3 1279 FG 108.1 8.2 1 84 Failed * � 7021 09/11/02 LOT 97 24188-3 7283 FG 103.5 6.6 1 81 Failed " 1022 09/11/02 LOT 96 24188-3 1286 FG 115.3 5.7 1 90 ' 1023 09/12/02 LOT 1 24188-3 1266 FG 117.2 4.4 1 92 1024 09/12/02 LOT 2 24188-3 1267 FG 111.6 9.0 3 92 1025 09/12/02 LOT 3 24188-3 1268 FG 114.1 7.0 � gg Failed, See RT O #1025A 1025A 09/12/02 LOT 3 24188-3 1268 FG 118.2 9.2 1 92 RT of #1025 , 1026 09l12/02 LOT 4 24188-3 1269 FG 115.2 5.1 1 90 1027 09/12/02 LOT 5 24188-3 1269 FG 113.5 5.2 1 gg Failed, See RT #1027A � 1027A 09/12/02 LOT 5 24188-3 1269 FG 116.6 5.2 1 91 RT of #1027 1028 09l12/02 LOT 6 24188-3 1268 FG 117.3 7.2 1 92 ' 1029 09/12/02 LOT 7 24188-3 1268 FG 119.0 6.6 1 93 1030 09/12/02 LOT 10, NORTH SLOPE 24188 1227 2 118.7 9.0 1 93 1031 09/12/02 LOT 11, NORTH SLOPE 24188 1229 4 114.8 9.8 7 90 ` 1032 09/12/02 lOT 78 24188-3 1277 4 109.8 16.8 8 91 1033 09/12/02 LOT 79 24188-3 1277 2 110.8 10.8 8 92 ' 1034 09/12/02 LOT 76 24188-3 1269 34 111.8 10.8 8 92 1035 09/12/02 LOT 75 24188-3 1263 36 113.4 9.3 8 94 � 1036 09/13/02 LOT 17 24188 1255 21 123.6 8.2 1 97 1037 09/13/02 LOT 19 24188 1259 29 117.2 8.0 1 92 � 1038 09/13/02 LOT 14 24188 1250 25 115.5 8.9 1 90 1 Converse ConsuRants CCIEN110FFICEIJOBFILE\1999181 \99-112199112-53.tf14188.fdt � Field Densdy Tables Newland Homes � Tract 24188 Ivtarch 6, 2003 Page 40 � � � y� � � , ��r �, �� 7'nIm ,��'m� ���� � e+ ' ���,',s-` � �w..�'� "C°� r : s7 �- ��� °� , i�� �� �s t }� 'y ' �€ k � � 4 ry p$ p�G� ; � � <e �..�rv 4 £ �.s . �� � . � � �i� �! ����Z : �h i ; `'�;� . � a+�� � ��� �� �F� �- .,� 3 ��� f i�Q,+���i. `����� � i- '�'�., �� � e� � ��t,� � � �k � �:� � ��'' �b�re'msw tSu��.y15 �S �r 3�kS:�2{ €�f���� �; . ry� �e._� 1,39#r 3;:;Fi'M ni � ����.4SY�;�nh:AR � �'�-GU�'h`�4 � � �'.E �. 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"t�#x� r �F....�-! _�... ��.b��l�iani:�:�r. �._ � i���,. ��13�. � �:.. .� � T039 09/13/02 LOT 15 24188 b252 13 111.0 11 .0 8 92 � 1040 09/13/02 LOT 10 24188 1246 5 119.5 8.2 1 93 1041 09/13/02 LOT 10 24188 1246 5 119.8' 8.6 1 94 � 1042 09/T2/02 LOT 84 24188-2 1212 BTM 119.1 8.8 1 93 Native Bottom, 85% Req. . 1043 09/12/02 LOT 86 24188-2 1214 2 121.9 7.4 1 95 � GREENE CIR. & Native Bottom, 85% 1044 09/12/02 24188-2 1212 BTM 116.0 8.9 1 91 BURNETT WAY Req. 1045 09/12/02 GREENE CIR. & 24188-2 1214 2 121.8 8.5 1 95 BURNETT WAY � 1046 09/12/02 LOT 94 24188-2 1227 12 122.3 9.2 1 96 1047 09/12/02 GREENE CIR. @ LOT 88 24188-2 1226 7 117.6 9.9 1' 92 1048 09/12/02 GREENE CIR. @ LOT 88 24188-2 1225 13 120.2 10.2 1 94 � 1049 09(12/02 GREENE CIR. & 24188-2 1224 19 116.8 11 .3 1 91 DELTA WAY � 1050 09/12/02 LOT 15 24188 1247 8 111.9 11.1 8 93 RT of #1051 1051 09/12/02 LOT 16 24188 1249 20 100.0 20.9 8 83 Failed, See RT #1050 � 1052 09/12/02 LOT 9, SLOPE 24188 1230 5 115.8 10.8 1 91 1053 09/12/02 LOT 10, SLOPE 24188 1229 6 116.5 10.2 1 91 1054 09/12/02 LOT 10, SLOPE 24188 1232 7 116.9 11.2 1 91 � 1055 09/12/02 LOT 11, SLOPE 24188 1233 4 120.2 8.5 1 94 1056 09/13/02 GREENE CIR., STA 13+50 24188-2 1222 4 120.9 10.6 1 95 i 1057 09/13/02 GREENE CIR., STA 14+50 24188-2 1222 4 124.2 8.0 5 95 1058 09/13/02 DELTA WAY, STA 14+50 -24188-2 1226 11 117.7 10.2 1 92 � 1059 09/13/02 LOT 94 24188-2 1228 13 125.7 .6.3 5 96 1060 09/13/02 LOT 90 24188-2 1230 21 116.8 9.8 1 91 r 1061 09/13/02 LOT 87 24188-2 1228 14 123.9 6.6 5 95 1062 09/16/02 LOT 19 24188 1259 30 109.9 10.0 8 91 � 1063 09/16/02 LOT 18 24188 1260 30 110.1 11.3 8 91 1064 09/16/02 LOT 12 24188 1256 6 114.5 12.2 8 95 � 1065 09/16/02 LOT 13 24188 1257 20 113.2 13.0 8 94 TO66 09/16/02 LOT 20 24188-3 1278 28 116,0 9.8 1 91 � 1067 09/16/02 LOT 20 24188-3 1280 26 117.3 8.2 1 92 � Converse ConsuRants CC I ENl10FF ICE\JOB F ILE11999181 \99-112199112-53.V24188.fdt e Field Density Tables � Newland Homes Tract 24188 March 6, 2003 Page 41 a�i � d35,; i � .er- - 3 �,a :., � a e' x�:: �' �+ ,S'n`�„ �:' � �: � p �i�5` ` �°" 3 � y � e s"� s �s' . , � . � '� Y"� �: Y � ' $� c p [ ' 1 pQ ����� � . �� . �. � 4��' �:r�� �� � �fi�� ¢ V�Ofi� � � 5��� � �R'W �Ctl En :: '� �4 � a�L� �� ; �:�,.,,���� !� � -G , ��e3�d,� . 3�,��'� '� � � f �� §�Z�'�' � � '�.� .», t � �:��� �$ I � � �"�&. ����� '`x !i ''�'��`��-.< ..=� � ����. # . �.. e S T P`3"�; � �'t'9. &.d .�. �&,��"s` �' �`i..:.�€ �n*zl . �`�51r �' a .._a� y -# r�; �� • c �i .� - s �;v s,.,x'�t'�' ' .. ��, s . ,.6,,.;I r,. �-y . .: E iE{�" I r�. ; . .. 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'� _!;�, k�, -6 „�; IS �i . � �, i � s z t'^� / �"� a�� .�BC( �� _ RO ,. ��. ! ,p � , � �'��€r �'�" � 3'�L-�td�r���`�"�, ���� r � �,���� �� 5 �"��4 s� . �7' �� �' �� � � �'� � � ° "E ,� [� � � `� '� ��'-. a'�i � ���� � � � .',�3f.-�a`�',., .,a�t„ t :�`,�&�,�."k �.� :,�s ,,, d'e �- ' � a.�c,4 �t ' . �i�s�i�....�''� �-�;°�;± '`+s,'('��, t� s„g:,[,i�-�' �..,.�` � �'�? .� �:��� k;» ...�-�3 , E .., s, ��.-_ �� v� _'-., � -E , t .. . � �.. . � �-. .. � �;6 �s $ e� . ..�. x �. ,.�_ . :� t���-� � re. .. 1097 09/17/02 LOT 83 24188=2 1224 14 115.8 13.2 8 96 � 1098 09/17/02 LOT 57 24188 1257 2 116.0 12.2 1 91 1099 09/17/02 LOT 37 24188-3 1261 4 117.7 1 7.2 1 92 � 1100 09/17/02 LOT 43 24188-3 1269 23 112.5 12.2 8 93 1101 09/17/02 LOT 40 24188-3 1267 1 112.8 11.1 8 93 � 1102 09/17/02 LOT 42 24188-3 1270 18 116.9 9.1 1 91 - 1103 09/17/02 LOT 39 24188-3 1266 3 115.0 11.8 1 90 . � 1104 09/17/02 LOT 69 24188-3 1287 2 118.3 11.2 1 92 1105 09/17/02 LOT 69 24188-3 1289 4 117.4 10.6 1 92 1106 09/18/02 LOT 53 24188 1266 BTM 115.4 13.6 1 gp Native Bottom; 85% � Req. 1107 09/18/02 LOT 40 24188-3 1268 2 716.2 13.4 1 91 � 1108 09/18/02 LOT 38 24188-3 1262 2 114.9 13.7 1 90 �' 1 109 09/18/02 LOT 38 24188-3 1264 4 115.8 11.0 1 91 1110 09/18/02 LOT 56 24188 1257 BTM 110.2 13.8 g g� Native Bottom, 85% � Req. 1111 09/18/02 . LOT 56 24188 1261 4 114.0 14.0 8 94 � 1112 09/18/02 LOT 54 24188 1264 2 113.4 14.3 8 94 1113 09/18/02 LOT 54 24188 1266 4 112.0 14.2 8 93 1114 09/18/02 LOT 33, SOUTH SLOPE 24T88 1247 BTM 102.0 9A � gp Min. 100 pcf 1 Dry Density Required 1115 09/18/02 LOT 32, SOUTH SLOPE 24188 1247 BTM 96.4 12.3 1 75 Failed * � 1 116 09/18/02 LOT 6, SOUTH SLOPE 24188 1257 BTM 95.6 11.7 1 75 Failed ' 1 117 09/18/02 LOT 4, SOUTH SLOPE 24188 1257 BTM 110.6 9.2 1 gg Min. 100 pcf Dry Density Required 1118 09/18/02 LOT 2, SOUTH SLOPE 24188 1256 BTM 102.4 9.5 � gp Min. 100 pcf � Dry Density Required 1119 09/19/02 LOT 52 24188 1267 BTM 116.8 9.0 1 91 1120 09/19/02 LOT 52 24188 1269 2 117.4 7.6 1 92 ;� 1 121 09/19/02 LOT 50 24188 1272 2 1 12.6 11 J 8 93 1122 09/19/02 LOT 50 24188 1274 4 112.9 13.0 8 93 � 1123 09/19/02 LOT 17 24188-3 1276 2 114:8 10.5 1 90 1124 09/19/02 LOT 16 24188-3 1277 4 115.8 8.7 1 91 � 1125 09/20/02 LOT 64 24188 1259 FG 110.7 7.7 8 92 _� �! 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E, t, USE .' � : �4 € t� E r� i�, € ��i„ � ; E � �i�„- `�3 ����'� �gp'�� ` � � � ,� � �r s � � 1 s��� °�a sS.« ��2�'''"-rd' ���"� : '. ����a�� � � ,. , �`S �_ ,���'� � �� u ar, , -� - �a x �`7�.M�ti�"rE'� a � _ '"��� � ����' , s�+�,:�i��� E`a ;� _ _ '�:�" _ ._-� t i�, �� a °���5: �, i. 1223 09/23/02 LOT 64 24188-3 1289 FG 123.7 6.0 1 97 1 1224 09/23/02 LOT 63 24188-3 1285 FG 137.0 6.7 1 102 1225 09/23/02 LOT 62 24188-3 1282 FG 124.6 7.5 1 97 1226 09/23/07 LOT 61 24188-3 1278 FG 118.4 6.3 1 93 ' 1227 09/23/02 LOT 60 24188 1275 FG 1 1 1 J 7.2 1 87 Failed * � 1228 09/23/02 LOT 59 24188-3 1271 FG 121.7 6.1 1 95 ' 1229 09/23/02 LOT 58 24188-3 1271 FG 105.7 5.8 8 87 Failed " 1230 09/23/02 LOT 57 24188-3 1273 FG 110.8 4.2 8 92 j 1231 09/23/02 LOT 56 24188-3 1275 FG 121.9 5.1 1 95 1232 09/23/02 LOT 3, SOUTH OF 24188-3 1255 FG 118.5 9.1 1 93 � SLOPE 1233 09/23/02 LOT 6, SOUTH OF 24188-3 1255 FG 7 18.7 8.2 1 93 SLOPE 1234 09/23/02 LOT 32, SOUTH OF 24188-3 1250 FG 1 79.5 9.7 1 94 � SLOPE 1235 09/23/02 LOT 76 24188-2 1250 5 112.2 16.2 1 1 95 1'236 09/23/02 LOT 77 24188-2 1250 10 110.6 15.8 1 1 94 � 1237 09/23/02 LOT 78 24188-2 1251 20 114.6 12.6 8 95 1238 09/23/02 LOTS 102 & 103, 24188-2 1241 2 121.8 7.8 1 95 1 KEYWAY 1239 09/23/02 LOTS 110. & 1 11, 241 SS-2 1240 2 122.2 8.2 1 96 KEYWAY 1240 09/23/02 LOTS 115 & 116, 24188-2 1241 2 115.2 12.2 8 95 ' KEYWAY 1241 09/24/02 LOT 80 24188-3 1286 FG 106.5 8.5 8 88 Failed, See RT # 1241 A 1241A 09/24/02 LOT 80 24188-3 1286 FG 109.5 7.9 8 91 RT of 1l1241 � 1242 09/24/02 LOT 77 24188-3 1275 FG 115.0 10.2 8 95 � Converse Consultants CCIENT�OFF ICE\JOB F ILE\1999181 \99-112199112-53.tr24188.fdt ' Field Density Tables � Newland Homes Tract 24188 March 6, 2003 Page 47 � ( u�� ?- t�, � ��� , .�_ � .� i;. 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'�`�., r.: �«. �.. �" . , ���_���t:.«� �''t., y�§t. : ���s� a ,. �i�`.:�c_i� �" , � � �, �� n���� �€���?� ,�-�i � 1272 09/25/02 LOT 73 24188-2 1255 2 1 10.9 10.6 8 92 � 1273 09/25/02 LOT 71 24188-2 1256 2 7 12.0 10.2 8 93 1274 09/25/02 LOT 67 24188-2 1262 27 1 11.3 1 1.2 8 92 ' 1275 09/25/02 LOT 107 24188-2 1252 13 119.6 9.4 1 93 1276 09/25/02 LOT 107 24188-2 1254 15 120.5 70.4 1 94 � 1277 09/25/02 LOT 110 24188-2 1256 16 117.6 9.8 7 92 1278 09/25/02 LOT 110 24188-2 1258 18 116.7 9.6 1 91 � 1279 09/25/02 LOT 104 24188-2 1251 13 125.3 9.9 1 98 1280 09/25/02 LOT 103 24188-2 1253 16 121.0 8.4 1 95 � 1281 09/25/02 LOT 16 24188 1261 FG 106.1 10.7 11 90 1282 09/25/02 LOT 14 24188 1260 FG 120.5 11.0 1 94 � 1283 09/25/02 LOT 12 24188 1259 FG 115.0 10.3 8 95 1284 09/25/02 LOT 10 24188 1259 FG 115.6 6.3 1 90 � 1285 09/25/02 LOT 4 24188 1257 FG 1 19.8 5.7 1 94 1286 09/25/02 LOT 3 24188 t256 FG 1 13.1 4.5 8 94 ' 1287 09/25/02 LOT 2 24188 1256 FG 1 16.9 3.3 1 91 1288 09/25/02 LOT t 24188 1255 FG 119.5 8.0 1 93 1289 09/25/02 LOT 90 24188-3 1293 5 114.0 8.0 3 94 RT of #1189 , 1290 09/25/02 LOT 83 24188-3 1300 FG 1 1 1.4 6.7 8 92 , 1291 09/25/02 LOT 82 24188-3 1298 fG 110.7 SJ 8 91 1292 09/25/02 LOT 54 24188-3 1279 FG 109.2 7.2 1 85 Failed, See RT Sf1292A , 1292A YO/03/02 LOT 54 24188-3 1279 FG 1 13.3 8.2 8 94 RT of #1292 1293 09/25/02 LOT 6 24188 1258 FG 120.1 5J 1 94 1294 09/25/02 LOT 5 24188 1257 FG t10.0 3.4 8 90 ' 1295 09/25/02 LOT 89 24188-3 1297 8 1 1 1.2 11.2 8 92 ' 1296 09/25/02 LOT 84 24188-3 1303 FG 1 10.9 9.2 8 92 1297 09/25/02 , LOT 81 24188-3 1295 FG 108.4 7.9 8 90 1298 09/25/02 LOT 55 24188-3 1277 FG 103.4 6.9 g 85 Failed, See RT , #1298A 1298A 10/03/02 LOT 55 24188-3 1277 FG 108.7 11.2 8 90 RT of #1298 � Converse Consuftants CC I E NTIOFFI CE\JOB FI LE11999\8119 9-1 1 2\99112-53.tr24188.fdt �' e Field Density Tables Newland Homes Tract 24'I88 March 6, 2003 �tr; 7 Sl „s �. °'�` 3�, � �4 �� 'n 3 �. �9 ,.�, � � 3 �, - s �. ..�..,'�' �; rs i - s Page 49 �= i i �`� �, h �i ��� , � �,�� ,.. �9E� � � � I �s '3�' ;3� .� ,y a g1 S K , p, �,,.�" '� 33'F � at x i� �P t� � i �s -. 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'.,� k� �� � �.'s a'd;� < f `;'� � p �0 � �' � �:.,� i ��' � ...a�s�E��t:€...�.,� . � ,...:,�:.�' z_€,�. _,:�..:.? . �.�.;�5�`5:�....'�d�.�t�?�. ikE��1r���3`�� ,...�..R � Yn ,�?.�„�„ f,�a�. �,_;�,N� ���'� € .�t�F<7.�3;5�{i� f ���{ �` ��,'�,e�� s-��$�, ���'�`�' . � " . _ �v.. � ; ,. .� �. f.., . .:., s� . , . .. �' 1327 09/26/02 LOT 92, SOUTH SLOPE 24188-2 1205 FG 708.8 7.6 8 90 RT of #1326 1 1328 09/26/02 LOT 90 24188-2 1233 FG 110.9 8.2 8 g2 1329 09/26/02 LOT 66 24188-2 1259 BTM 108.5 16.6 7 1 92 , 1330 09/26/02 LOT 64 24188-2 1260 1 106.3 7 7.3 1 1 90 1331 09/27/02 LOT 96 24188-2 1235 10 112.7 17,1 8 93 � 7 332 09/27/02 LOT 98 24188<2 1232 6 115.7 10.5 8 96 1333 09/27/02 LOT 97 24188-2 1232 7 105.7 g_g 8 $� Failed, See RT #1333A � 1333A 09/27/02 LOT 97 24188-2 1232 7 109.8 13.4 8 91 RT of # 1333 1334 09/27/02 LOT 99 24188-2 1239 6 110.5 8.1 1 86 Failed, See RT #1334A � 1334A 09/27/02 LOT 99 24188-2 1239 6 109.7 15.1 8 91 RT of �i1334 1335 �9/27/02 LOT 100 24188-2 1242 10 113.8 9.6 g g4 � 1336 09/27/02 LOT 103 24188-2 1256 6 109.8 12.4 g g1 1337 09/27/02 LOT 104 24188-2 1257 5 111.2 13.1 8 92 ' 1338 09/27/02 LOT 102 24188-2 1253 4 115.0 14.4 8 95 1339 09/27/02 LOT 99 24188-2 1241 8 115.5 12.9 8 95 , 1340 09/27/02 LOT 96 24188-2 1237 13 112.3 1 1.3 8 g3 1341 09/27/02 LOT 98 24188-2 1243 11 120.6 10.5 1 94 ' 1342 09/27/02 LOT 100 24188-2 1244 14 118.6 11.0 1 93 1343 09/27/02 LOT 57 24188-2 1260 2 172.5 10.6 8 93 � 1344 09/27/02 LOT 59 24188-2 1261 2 111.2 14.2 8 g2 1345 09/27/02 LOT 65 24188-2 1262 4 112.0 14.0 8 93 ' 1346 09/27/02 LOT 99 24188-2 1248 16 111.4 11.1 8 g2 1347 09/27/02 LOT 100 24188-2 1253 8 �07.7 � �.g 8 89 Failed, See RT #1347A 1347A 09/27/02 LOT 100 24188-2 1253 8 116.4 8.6 1 91 RT of #1347 r 1348 09/27/02 LOT 1 24188 1255 FG 114.2 8.0 8 94 Cut Pads 1349 09/27/02 LOT 2 24188 1256 FG 123.9 3.3 1 97 Cut Pads ' 1350 09/27/02 LOT 3 24188 1256 FG 123.4 4.5 1 96 Cut Pads 1351 09/27/02 LOT 4 24188 1257 FG 121.2 5.7 1 95 Cut Pads t 1352 09/27/02 LOT 5 24188 1257 FG 115.2 3.4 1 90 Cut Pads ' Converse Consultants CC IENTIOFFICEIJOB FILE11999181199-112\gg 112-53.t24188.fdt , Field Density Tables , Newland Homes Tract24188 March 6, 2003 Page 51 :,� :; ..,�'`�` �" 1�� 7� a � c;! { .�` 1 ��E'.t � 3 � C �zs �..,: �,t- µ � 3 s � rkx� . y � ..�, . 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';. �'��'f ����`,k� ' 1353 09/27/02 LOT 6 24188 1258 FG 1 19.7 5J 1 94 Cut Pads � 1354 09/27/02 LOT 7 24188 1258 FG 120.5 7.1 1 94 Cut Pads 1355 09/27/02 LOT 71 24188-3 1275 1 109.8 11.1 8 91 � 1356 09/27/02 LOT 72 24188-3 1270 BTM 1 12.1 10.4 8 93 1357 09/27/02 LOT 71 . 24188-3 1277 3 109.5 8.8 8 91 1358 09/27/02 LOT 72 24188-3 1272 2 108.7 10.8 8 90 � 1359 09/27/02 LOT 22 24188-2 1262 BTM 109.8 20.4 8 91 1360 09/30/02 LOT 8 24188 1257 FG 120.2 7.1 1 94 ' 1361 09/30/02 LOT 53 24188-3 1281 FG 112.8 7.2 8 93 1362 09/30l02 LOT 52 24188-3 1283 FG 107.8 6.0 g gg . Failed, See RT ' t11362A 1362A 10103/02 LOT 52 24188-3 1283 FG 111.7 10.4 8 92 RT of #1362 1363 09l30/02 LOT 51 24188-3 1283 FG 108.9 10.1 8 90 ' 1364 09/30/02 LOT 50 24188-3 1283 FG 109.1 9.1 8 90 1365 09/30/02 LOT 99 24188-2 1250 18 109.4 10:0 8 90 ' 1366 09/30l02 LOT 100 24188-2 1252 16 109.1 9.8 8 90 1367 09/30/02 LOT 101 24188-2 1250 6 111.6 10.1 8 92 , 1368 09/30/02 LOT 99 24188-2 1252 20 109.4 11.5 8 90 1369 09/30/02 LOT 107 24188-2 1253 18 107.0 14.8 17 91 � 1370 09/30/02 LOT 99 24188 1254 22 105.1 15.0 2 92 1371 09/30/02 LOT 36 24188-2 1258 BTM 103.3 14.0 g 85 Failed, See RT � ii1371A 1371A 09/30/02 LOT 36 24188-2 1258 BTIVI 110.7 12.1 8 92 RT of #1371 1372 09/30/02 LOT 38 24188-2 1256 BTM 109.2 12.8 8 90 ' 1373 09/30/02 LOT 101 24188-2 7 256 12 1 15.5 6.9 1 90 1374 09/30/02 LOT 102 24188-2 1257 6 113.6 7.5 8 94 , 1375 09/30/02 LOT 12 24188-3 1274 35 112.6 15.2 8 93 1376 09/30l02 LOT 14 24188-3 1275 2 110.8 16.2 8 92 ' 1377 09130/02 LOT 13 24188-3 1276 12 1 12.4 14.6 8 93 1378 09%30/02 LOT 15 24188-3 1277 4 1 1 1.6 16.0 8 92 ' 1379 10/01 /02 LOTS 33 & 47, SLOPE 24188 1259 2 1 1 1.6 14.0 8 92 � Converse ConsuRants CCI ENIIOFFI CEIJOB FI LE\1999\8119 9-1 1 2\99112-53.tr24188.fdt � , Field Density Tabies Newland Homes Tract 24188 March 6, 2003 � Page 52 K t Liz:"„ .��v��� I �i"r �..,..i•a'� s. �,:�: 3 ,���v ,3�' x a ,,., a'�,�Z._a, , "'rx �'� ,3 �.k�.vi:a 1 � ,s�-",.��, R -�� a �� i €�. 7P.:� . . :S.E.,. -:^x?z°���.� ..:.�'�✓� .�>�:,.t ��.�sr����{ t. �. .,:�..�.E� r'_�,5�.. ;,.,�4 i.� .�s-:'�� si.J �st�,i. 4e,. 1 �,�, �a v'xire��,: .. 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'.?/.^.1 /,^,2 :.OT .�..�. 2�� $�°.-2 � 2.�.1 3 � C�.9 1.^i.8 � 4C , 1408 10/01 /02 LOT 37 24188-2 1260 2 1 1 1.6 13.2 8 g2 , Converse Consuftants CCIENl10FFICEIJOBFILE\1999181 \99-112\99112-53.tr24188.fdt �� , Field Density Tables Newland Homes Tract 24188 - March 6, 2003 f a d�ryJ3 i�t'.. s 7� 4�`(&�'}�j '�" E i.' 9f .���f� i �� � .,.� P298 53 L � . i�€. , �:. a� � ii r �{F, . I . x `� . i�"'S1 ��, 3 1 � *� C��^,- 4 .�.� �� '4tfz tw W°r X � � . �'i�, 5 y� , � („'�v';�' ; � �t� � 53 .�"i'� 4, u '�,� f �3�E � �0�# �r :�. .i� :iE ���� A$�i. �. ':�u�:iMf ,�d=.:k .ii:�: Y�ft�3a� E' l�f� ',f ' n i�'� �t � S eng . !�;�;, k. ���^, � _�� ' S � �E �t '�� �� �a- � i1 � � � g ; �� , �d ; i �,t� .� �..;,� € � n,� 3 � t; � � �rxl A�.. . Y. . 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', r v.�;j',�� Q `x� ;uti� _ t: �o �' SW�,� � _,'�`, _,,...,SE�, � .���- w°�'�' ������. ..� bs�€ � �.a, �' �" i � s. a + ,�.�e . .:.� t �� x� �i r� .( 1L �� '�'s r�„ "'��, �IP�� .. : .�f � , a p •�� � � ���������_ . �� � _ �_ . _ � . _m�r�.w:..�,.., m ., a°x .,lr� �� �. ., ., n.. � �._����.a�� -���� ����� s �� t' I� � � -�`���f ��Y' � � � � �., ��,,� � -._.- _ -a� a.x.1..�_ ;����C. .`a7!k�,r�'ck.?�kd,��k am�i�f."� .�. i��..�,���d���4`�� a .!r ��. �'��� v�r""H�'�i�,.: � �,-,�- 1409 10/01 /02 LOT 38 24188-2 1259 2 1 18.3 6.5 1 92 ' 1410 10/01 /02 LOT 40 24188-2 1251 BTM 1 18.8 6.8 1 93 Native Bottom, 85 % Req. 141 1 10/01 /02 LOT 36 24188-2 1262 4 104.7 15.3 � � gg Failed, See RT #1411A ' 141 1 A` 1 10/01 /02 LOT 36 24188-2 1262 4 106.8 15.3 1 1 91 RT of # 141 1 1412 10/01/02 LOT 37 24188-2 1262 4 112.0 13.4 g g3 � 1413 10/01/02 LOT 38 24188-2 1261 4 110.5 15.3 8 91 1414 10/02/02 LOTS 34 & 36, SLOPE 24188 1264 7 109.3 12.1 g gp ' 1415 10/02/02 LOT 42 24188 1262 12 108.9 12.9 8 90 7416 10/02/02 LOT 44 24188 1264 8 110.2 11.2 8 91 ' 1417 10/02/02 LOT 46 24188 1265 8 109.0 11.0 8 gp 1418 10/02/02 LOT 47 24188 i266 8 107.8 15.8 11 91 � 1419 10/02/02 LOT 42 24188 1262 12 106.5 16.5 1 1 90 1420 10/02/02 LOT 44 24188 1266 7 108.0 16.0 1 1 92 � 1421 10/02/02 LOT 46 24188 1266 9 107.6 14.6 11 91 1422 10/02/02 LOT 47 24188 1268 10 1 12.2 11.2 8 93 e 1423 10/02/02 LOT 46 24188 1268 11 113.2 12.2 8 94 1424 10/02/02 LOT 23 24188-2 1260 BTM 111.5 �4,4 g 92 Native Bottom, 85% Req. 1425 10/02/02 LOT 25 24188-2 7261 BTM I 112.7 g,g g I 93 Native Bottom, 85% , Req. 1426 10/02/02 LOT 22 24188-2 1259 2 109.7 15.3 g g� � 1427 10/02/02 LOT 24 24188-2 1262 2 110.3 11.7 g g� 1428 10/02/02 LOT 26 24188-2 1262 2 109.3 16.8 8 gp , 1429 70/02/02 LOT 24 24188-2 1263 3 110.2 15.0 8 91 1430 10/02/02 LOT 42 24188-2 1252 2 112.8 12.9 8 93 � 1431 10/02/02 LOT 41 24188-2 1253 2 110.9 13.5 8 g2 1432 10/02/02 LOT 39 24188-2 1249 BTM 110.6 13.2 g 9� Native Bottom, 85% Req. 1433 10/02/02 LOT 40 24188-2 1251 2 108.7 12.9 8 90 � 1434 10/OZ/02 LOT 39 24188-2 1251 2 115.2 10.0 1 90 i43� inip2/p2 i nT ai 241$$-? �?Fa, q ���, 7 g , gQ � 1436 10/02/02 LOT 46 24188-3 1277 FG 114.7 8.1 8 95 ' Converse Consultants C C I E NT10F F I C E\J O B F I L E11999\81199-112199112-53. t24188. fdt ' Field DensityTables ' Newland Homes Tract 24188 March 6, 2003 Page 54 � ,. ,us.� �i ;:a �r , ���,:..rr: � ..., : �'.�� ��` _�k �.�( � EE .r � iv�s+� �...������ 1�. %„�,.., ir,� e, N?.� �� � ' ,:.`-� s � : � '� �- E: � G��� '���r` L �� ��' ��i3�t 9' '-�� . �, ,f�... }. , �, ���� .� p � " ` � ��� G {. "�fk Y { ? �. � a��` �c � ��'l� �; ST a �' . � ��.� � 51: - ' � � `�'�� .up � �� � ,� ti=s��i�1 � .� ! R 3 � IS �qp "R ���� �9k�� ^#��' '���� � �� Ff1� 5i+ii+��JG�q �£�_L E� �� 4 R ; {� , (��., r �. . F `E5 '�� 9 �� . �. � -r�;r' �t7� �u .�4. �s �''��.����r�� . �� .. �s:t�`�� �i l� Nu ��Ps��,�' � �1.? � x��., . �fl nr '� �F ea �� �, � �..?�°��,` Gn, �. � ia.,. ��., '�.. . . ��t I , �.,m.i� �` ::= 1 .. . . . *�&�R€'s� i � �€ tE �shr- . � i � ?�,�� �,, ... � � � i �b�r Ja �� 3 �� i `� i �n ,� �� ., �:� ���� - ��1' � '� 7x. � , n� .�.�` a1: u w �^ � � .' :�' � � x �� �- e � �t��. � � � F �: � €� � ��'Y �� �� �`} � fiE, �'� . � 2 �s �k�� I`� r.�� 1 �� y � �.� . �€ �. < k � � �� , �,s�� � � � «��,� �� z ;� ,���, ; qPA t i �►p r,0 � � �1V�l�s� � ` `�� ' a "�� ��i��r� � �,� �� �� ,� ��.,ccatlnn' � , � - zPaat . � �. "�`" � � p �+r�� �� q �„ €�,, € � �� r� � a� t �� + �{erna�r,ks « - �s . ��". 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I�[1�SS�C��� a� - �� �� �'� ����"va� E� Pe"z.a�� i *"k �`,€� .. �' �C��ts . s � (�'g �' �(K�� �� � a`'F ��! afu� � �a� � ���o. . ��'�,�'a �' �i ' i{.;:d�� „�."Z:__.':��._�'� ,.��o_�...,i��'°T� ��.�„l)�. ��r:. .�tTaa .., � � €;���.,., u��h.�"",�. ,i�.�'�?�"��.. „ ,_�.1 �'�s..L��,s,.���, 1437 10/02/02 LOT 45 24188-3 1275 FG 109.5 9.3 8 90 1438 10/02/02 LOT 87 24188-3 1305 FG 101.1 5.6 g gq Failed, See RT ' i11438A 1438A 10/02/02 LOT 87 24188-3 1305 FG 109.8 5.6 8 91 RT of It 1438 e 1439 10/02/02 LOT 88 24188-3 1302 FG 116.6 8.1 8 96 1440 10%02/02 LOT 89 24188-3 1299 FG 110.6 4.9 8 91 � 1441 10/02/02 LOT 90 24188-3 1295 FG 115.2 8.9 8 95 1442 10/02/02 LOT 91 24188-3 1295 FG 111.8 5.7 8 92 1443 TO/02/02 LOT 92 24188-3 1295 FG 113J 9.8 8 94 , 1444 10/02/02 LOT 93 24188-3 1294 FG 110.6 6.8 8 91 1445 10l02/02 LOT 94 24188-3 1293 FG 113.4 11.2 8 93 � 1446 10/03/02 LOT 72 24188-3 1271 BTM 107.6 10.8 � � 92 Native Bottom, 85% Req. 1447 10/03/02 LOT 72 24188-3 1273 1 111.6 10.8 8 92 � 1448 10/03/02 LOT 93 24188-2 1232 FG 122.2 4.0 1 96 1449 10/03/02 LOT 94 24188-2 1234 FG 109.9 7.1 8 91 � 1450 10(03/02 LOT_40 24188-2 1235 FG 113.6 6J 8 94 1451 .10/03/02 LOT 52 24188 1272 FG 112.9 5.9 8 93 ' 1452 10/03/02 LOT 53 24188 1269 FG 116.8 4.3 8 97 1453 10/03/02 LOT 42 24188-3 1264 14 116.9 12.9 1.0 91 ' 1'454 10/03/02 LOT 44 24188 7267 2 115.9 10.9 1.0 91 1455 10/03/02 LOT 47 24188 1270 BTM 112.6 13.5 8.0 93 Native Bottom, 85% � Req. 1456 10/03/02 LOT 42 24188-3 1266 16 113.3 12.4 8.0 94 1457 10/03/02 LOT 44 24188 1269 1 116.2 8.2 1.0 91 ' 1458 10/03/02 LOT 47 24188 1272 2 117.3 9.2 1.0 92 1459 10/03/02 LOT 43 24188 1266 2 114:7 12.1 . 8.0 95 ' 1460 10/03/02 LOT 45 24188-3 1269 3 113.5 13.1 8.0 94 1461 10/03/02 LOT 48 24188 1273 2 111.6 13.5 8.0 92 ' 1462 10/03/02 LOT 45 24188-3 1271 1 112.2 12.6 8.0 93 1463 10/03/02 LOT 40 24188-2 1253 4 114.6 13.4 8 95 � 1464 10/03/02 LOT 41 24188-2 1256 6 111.7 9.9 8 92 � Converse ConsuRants CCIENl10FF I C E\JOBFI LE11999181199-112199112-53.tr24188.fdt � Field Density Tables , Newland Homes Tract 24188 March 6, 2003 Page 55 .,�° _ �7 � � � � � � �v s � �s � �' �'i� , ` � :- -* �x s �2 � �� °-��'?5 �Z. , �. 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E�i..�.� x .. ...�"�#..�ry-�E� 1'465 10/03/02 LOT 39 24188-2 1252 4 1 11.4 13.5 8 92 ' 1466 10/03/02 LOT 42 24188-2 1254 4 116.8 11.7 1 97 1467 10/03/02 LOT 39 24188-2 1254 5 1 10.1 10.1 8 91 ' 1468 10/03/02 LOT 38 24188-2 1263 6 111.7 11.1 8 92 1469 10l03/02 LOT 43 24188-2 1259 2 106.0 12.0 8 88 Failed, See RT #1469A ' 1469A 10/03/02 LOT 43 24188-2 1259 2 112.4 8.1 8 93 RT of ti1469 1470 10/03/02 LOT 37 24188-2 1263 6 109.4 6.8 8 89 ' 1471 10/03/02 LOT 47 24188-2 1261 2 115.2 7.9 1 90 1472 10/03/02 LOT 47 24188-2 1263 4 1 17.5 6.3 1 92 1473 10/04/02 LOT 43 24188 1268 5 109.5 12.4 8 91 � 1474 10/04/02 LOT 46 24188 1274 5 108.3 13.3 8 90 1475 10/04/02 LOT 48 24188 1275 5 109.9 12.7 8 91 ' 1476 1D/04/02 LOT 71 24188-3 1278 4 108.2 16.0 11 92 1477 10/04/02 LOT 72 241$8-3 1'273 3 106.8 16.9 11 91 � 1478 10/04/02 LOT 72 24188-3 1275 5 107.7 14.9 11 91 1479 10/04/02 LOT 73 24188-3 1270 4 108.0 14.2 11 92 , 1480 10/04/02 LOT 74 24188-3 1267 4 106.9 14.6 11 91 1481 70/04/02 LOT 54 24188 1267 FG 108.7 6.1 8 90 ' 1482 1O/04/02 LOT 4 24188-2 1252 2 108.6 16.7 8 90 1483 10/04/02 LOT 5 24188-2 1251 1 112.9 12.9 8 93 ' 1484 10/04/02 tOT 8 24188-2 1253 3 1 13.1 13.8 8 94 1485 10/04/02 LOT 9 24188-2 1254 4 116.0 8.0 8 96 ' 1486 10/04/02 LOT 6 24188-2 1253 3 108.7 19.4 8 90 1487 10/04/02 LOT 8 24188-2 1256 1 112.7 12.9 8 93 '' 1488 10/04/02 LOT 9 24188-2 1256 2 117.5 T0.9 8 97 1489 10/04/02 LOT 7 24188-2 1254 4 109.9 14.9 8 91 ' 1490 10/07/02 LOT 28 24188-3 1259 3 121.0 10.8 1 95 1491 10/07/02 LOT 26 24188-3 1267 2 117.6 12.5 1 92 � 1492 10/07/02 LOT 24 24188-3 1271 2 110.2 13.3 8 91 ' Converse Consuttants CC I ENIIOFFICEIJOB F I LE11999\8119 9-1 1 219 91 1 2-5 3.tr24188.fdt � 1 � Field Density Tables Newland Homes Tract 24188 March 6, 2003 Page 56 �, ��,� _ E � : �- � � L ;;�{ e '�� a'�' � �'a �� M`�7 - ' 'S: �� Yt.. �3���� fl'e.:. -,,.f� � k �r �i. , C�',�4..",�2.� �',� '^� � �� � ��t� n z`:: �-�� . � .. � . 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'�� �',�s,�r��h�, , ��.:..::. � �.n<�:.'�'�, <����� 1551 10/10/02 LOT 55 24188 1265 FG 114.5 7.3 8 95 � 1552 10/10/02 LOT 56 24188 1262 FG 114,8 8.4 8 95 1553 10/10/02 LOT 57 24188 1260 FG 115.3 7.7 8 95 1554 10/10/02 LOT 111 24188-2 1261 FG 124.5 8.2 1 97 1555 10/10/02 LOT 109 24188-2 1261 ' FG 119.2 6.0 1 93 , 1556 10/10/02 LOT 107 24188-2 1260 FG 102.4 8.3 g 85 Failed, See RT #1556A 1556A 10/10/02 LOT 107 24188-2 1260 FG 110.2 8.0 8 91 RT of �F1556 � 1557 10/10/02 LOT 74 24188-2 1258 FG 108.7 6.5 8 90 1558 TO/10/02 LOT 73 24188-2 1256 FG 111.3 7.7 8 g2 � 1559 10/10/02 LOT 67 24188-2 1264 FG 111.3 13.1 8 g2 1560 10/10/02 LOT 70 24188-2 1262 FG 709.2 9.7 8 90 ' 1561 10/10/02 LOT 113 24188-2 1261 FG 127.0 8.5 1 99 1562 10/10/02 LOT 112 24188-2 1261 FG 118.7 8.8 1 93 � 1563 10/10/02 LOT 110 24188-2 1261 FG 119.8 12.1 1 94 1564 10/10/02 LOT 108 24188-2 1260 FG 117.1 7.8 1 91 1565 10/10/02 LOT 106 24188-2 1259 FG 112.5 8.2 8 93 1566 10/10/02 LOT 71 24188-2 1259 FG 106.9 9.3 g gg Failed, See RT #7566A � 1566A 10/11/02 LOT 71 24T88-7 1259 FG 11D.5 5.5 8 91 RT of #1566 7567 10/10/02 LOT 72 24188-2 1259 FG 715.9 7.9 1 91 ' 7568 10/10/02 LOT 68 24188-2 1263 FG 93.3 17.5 � � �g Failed, See RT if 1568A 1568A .10/1 1/02 LOT 68 24188-2 1263 FG 1 10.1 9.7 8 91 RT of it 1568 � tb69' 10/10/02 LOT 69 24188-2 1262 FG 108.7 12.6 8 90 1570 10/10/02 LOT 66 24188-2 T263 FG 113.9 8.9 _ 8 94 , 1571 10/10/02 LOT 57 24188-2 1263 FG 110.9 9.3 8 92 1572 10/10/02 LOT 65 24188-2 1262 FG 112.9 10.1 8 93 1573 10/11/02 LOT 60 24188-2 1261 FG 114.9 6.5 1 90 1574 10/11/02 LOT 62 24188-2 1260 FG 111.4 10.5 8 92 � 1575 10/11/02 LOT 64 24188-2 1262 FG 115.5 9.5 1 90 1576 10/11/02 LOT 103 24188-2 1258 FG 117.1 8.6 1 92 �� Converse ConsuRants CCIEN110FF ICE1J08 F ILE\1999181199-112199112-53.tr24188.fdt � , Field Density Tables Newland Homes , Tract 24188 March 6, 2003 Page 59 �� �� �.�'�; r ��r��k:' e�� �� ( ,'"�r�`FnE= Y ,' , �' � _ i- 7? �, `°`far� . : N�; E ir�,="�f',k:ar'�.. `� �� 3 �� _� ?- �' , =� { ti.:.� � ! y;� . . �. � ,� . . ;N.�',�i" � '�+ .S��Ha «r rY - � i � i. 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N �.,,A'.¢ � �, f �� � � ., vr� ..(�k��s ��� �€ .:i:���� � �,«:t�,`���.,a�� , S�.,K� h �� � t' ��..€_ � €�'�,`�_�,:� s;�,.. ���� r;;"'��!� �� . !. �1 ���� ���i..�!5 v ��� E t`��� ���.�� , , ,._ ., ��� ��«:, � �. . ..:. _.._ _ �� s... ��.. a � ��.���� 1577 10/11/02 LOT 102 24188-2 1258 FG 113.6 8.0 8 94 �, 1578 10l11l02 LOT 101 24188-2 7258 FG 116.6 8.7 1 91 1579 10/1 1/02 LOT i 00 24188-2 1257 FG 122.2 9.8 1 96 � 1580 10l11/02 LOT 61 24188-2 T261 FG 117.9 8.0 1 92 1581 10/11/02 LOT 63 24188-2 1260 FG 110.3 7.5 8 91 � 1582 10/11/02 LOT 59 24188-2 1263 FG 121.1 6.6 1 95 - 1583 10/11/02 LOT 58 24188-2 1263 FG 107.2 7.2 g $g Failed, See RT # Y583A � 1583A 10/1 1/02 LOT 58 24188-2 7 263 FG 110.1 9.7 8 91 RT of J11583 1584 10/71/02 LOT 105 24188-2 1259 FG 115.3 7.6 1 90 � 1585 10/11/02 LOT 104 24188-2 1259 FG 109.5 7.8 8 90 1586 10/11/02 LOT 99 24188-2 1257 FG 118.2 8.7 1 92 1587 10/14/02 LOT 22 24188 1263 FG 109.1 9.9 3 90 1587A 10/14/02 LOT 22 24188 1263 FG 111.7 9.9 3 92 � 1588 10/14/02 LOT 23 24188 1262 FG 121.9 10.6 1 95 1589 10/14/02 LOT 24 24188 1262 FG 113.1 8.5 8 93 , 1590 10/14/02 LOT 25 24188 1261 FG 111.0 8.3 8 92 1591 10/14/02 LOT 26 24188 1261 FG 110.4 73.0 3 91 � 1592 10/14/02 LOT 27 24188 1260 FG 110.2 7.2 3 91 1593 10/14/02 LOT 28 24188 1260 FG 108.4 5.6 3 90 I 1593A 10/14/02 LOT 28 24188 1260 FG 111.8 5.6 3 92 1594 10/14/02 LOT 29 24188 1260 FG 111.9 10.0 8 93 � 1595 10%14/02 LOT 30 24188 1258 FG 110.6 8.7 8 91 1596 10/14/02 LOT 31 24188 1258 FG 118.9 6.9 1 93 � 1597 10/14/02 LOT 32 24188 1257 FG 120.8 8.3 1 94 1598 10/14/02 LOT 33 24188 1257 FG 121.8 7.5 1 95 � 1599 10/14/02 LOT 28,SLOPE 24188-2 1264 2 116.7 11.5 3 96 1600 10/14/02 LOT 28, SLOPE 24188-2 1266 4 108.3 11.5 3 90 1 1601 10/15/02 LOT 34 24188 1257 FG 113.4 7.1 3 94 1602 10/15/02 LOT 35 24188 1256 FG 109.0 11.8 3 90 , Converse Consuftants CCI ENT�OFF I CEIJOB F I LE11999\81189-'I 12199112-53.tr24188.fdt , � Field Density Tables Newland Homes Tract 24188 Niarcn o, 2003 Page 60 '� 4 � ;. tl�E � . � �� €�k s" �L+�a �� � `,'� t a �� ��,. ,, ��Ys=x X � ;;: � ��, � �F i �,� .: r `�`� ��'?.`e�% .,,:�Ae�-����" �'``�'.- "�� �i,U.,'�'. `. �� .,;- .. �„� .. � =zr .. °����, r � � F���� ��� �� � .; �� . 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G- �d�a4��� �� �r �' �''_�.������ �`�£�����-" t�o�..�.. ��'� ,�...j -se . ` ��� ��`�"k'�.:u .; � sPw � �:,..� �:�. .C3`�` ��. �°�£,a,.9II: �.. � �u� a.t: $� ���'�' : ..� � � � ��E "� sx . ?'�. � �, t . r €� � � "� � s '� �"�s 'i � ,� � �'�`� �3 � ' h�',' � ?^d,� � ,q� 'X�B !{��r ��' 4 � �° � �ill'!�$SS. � � � � �� ��; ��E � � � � � � „( l � E �� f{,) �: `�, 1 ��: { ����� �;� ,� fr���,�,�f�`q�� .:� � �� � E .,, �` s;�. �,� ,1 n. � -�: �"` . �. :?,'�.;,,.� ''.�'�`�i;��'`�. , s.'tp ��h,'.� : €, � ,,�;:: � i . `.1 � i�trvA� (; '� , � �?€ ,l.: �f , a , ��� ,i t� ;.:� k , �„�[��.ti.. ,�"' ., ���. � ., �. , �n�s, ��,t ns�.�� �j�dt'�� � ff �' � ,. ��'.'„� ���{ '& �D� # i7b� ' � � �:?���a "LE,r�'EY� 1603 10/15/02 LOT 36 24188 1255 FG 1 10.6 15.1 8 91 � 1604 10/15/02 LOT 37 24188 1255 FG T12.3 16.9 8 93 1605 10/15/02 LOT 38 24188 1254 FG 106.9 10.2 11 91 , 1606 10/15/02 LOT 39 24188 1254 FG 1 72.3 8.0 3 93 1607 10l15/02 LOT 40 24188 1254 FG 107.1 8.3 1 1 91 I 1608 10/15/02 LOT 41 24188 1256 FG 108.0 7.9 1 1 92 1609 10/15/02 Lot 37 24188-3 1262 FG 106.0 12.6 1 1 90 , 1610 10/15/02 LOT 38 24188-3 1265 FG 1 19.6 6.8 1 93 1611 10/15/02 LOT 39 24188-3 1268 FG 111.4 10.5 3 92 ' 1612 10/15/02 LOT 40 24188-3 1271 FG 113.8 6.7 3 94 � 1613 10/76l02 LOT 41 24188-3 1272 FG 109.9 11.1 3 91 � 7614 10/76702 LOT42 24188-3 1272 FG 109.9 12.2 3 91 � 1615 10/16/02 LOT 43 24188-3 1271 FG 109.0 11.0 3 90 � 1616 10/16/02 LOT 44 24188-3 1271 FG 108.8 9.9 3 90 �' 1617 10/16/02 LOT 8 24188-3 1268 FG 112.7 9.0 3 93 � 1618 10/16/02 LOT 9 24188-3 1268 FG 118.3 10.0 3 98 ` 1619 10/16/02 LOT 16 24188-2 1252 2 116.3 10.0 1 91 � 1620 10/16%02 LOT 17 24188-2 1252 2 112.7 8.3 3 93 `- 1621 10/16/02 LOT 14 24188-2 1253 2 122.4 10.2 1 96 1 1622 10/16/02 LOT 78 24188-2 1253 3 116.5 10.5 1 91 `� 1623 10/16/02 LOT 12 24188-2 1255 4 112.7 70.9 3 93 � 1624 10/16/02 LOT 20 24188-2 1256 4 115.5 9.2 1 90 `-' 1625 10/16/02 LOT 11, SLOPE 24188-2 i253 FG 110.9 14.3 8 92 , 1626 10/16l02 LOT 8, SLOPE 24188-2 1250 FG 102.6 16.2 2 90 �- 1627 10/16l02 LOT 5, SLOPE 24188-2 1251 FG 121.7 7.9 1 95 , 1628 10/17/02 LOT 12 24188-3 1277 FG 109.1 10.5 8 90 �- 1629 10/17/02 LOT 13 24188-3 1278 FG 716.4 12.8 1 91 ' 1630 10/17/02 LOT 14 24188-3 1278 FG 107.3 11.0 8 89 Failed, See RT #1630A � 1630A 10/28/02 LOT 14 24188-3 1278 FG 115.4 12.2 8 95 RT of #1630 � Converse Consuttants CC IEN110FF IC E\JOB FILE11 9 9918 1199-1 1 2\99112-53.tr24188.fdt � ; Field Density Tables Newland Homes Tract 24188 "nliarch 6, 2003 Page 61 �e i��� �r���. �t;��' "� I: �- �°'� � �>S� �` �( ,�;;:;€����;��r��� - � ;� �%' �.;:�� ����yrus�� s ;� , � � � ���r��i ! ���- � � y ' Y�,, E��'�,` ` x �g- _ � ` j ��' �::' �nl� �„�„� � . � � t,� ',� �? � �-� �����C1 4�;��'��� �8, � i � _'�``@� � , `�$U;�S , ,: � ° � � a .�i`�� � j _. �� �: ��� �r ': �.�..�Y�,.t��I�����r�a�� ^�a,_:- �,k_ �e €� .�n# .,_✓ � :v..���-`���".m i�� ,v ,i�`,*''��$� I %.a �- � �� � �yr7�s� , ���'.,�`��. ... �'��':� r� �� � � � � ��� �3 �x�� �. . s S. . � �. .� �rE . . A ��st 4� �; �� ry � �& � �.� . � v y} a�; �°�"�.�aYa` i�i��'���� �� '. ^i;�P#u�a.� � i^.�r.� � �',��;. r�°.zl. " •��v � �. � � ��Q . 'T� ���YGXi��£}�oU o�} ;XMiJla4�� a �S`Q(W� z�``lti�� '� . � r r ,�^: �:�' � a s �. ' a � i�ss�vr�� '° �"Y F "� o-r�� �u �,,�� �-�.00aEk�Llti'�� � F4dCt ,� fi �� �' iu:��M,.t ��;�� � ��t �''�g � � � �x. 1��1� � �� , I)sns Cr�nte t � naat[on �; ���� .,��-�,€� .�.. � ����� �"�",�" °' e'�" 3€ .: � :�:��y��i�� �,� �.�x . � ����"'�V , �`�y ���@�O1N�S�� � . � . � +� � r3� � 1 . Gi: : �'� ��� �:. � -� �- - �r � 3'� � �Yl:" . __.:;-:. ,aE 7' { ,v� + �L - � v' �.,�'ry�� f � .€ �c �. �.,#� 0 �, A��d' - �'a'� � sy ., � .. I1��:�1'[O�� .� _ n � �,�'� s� ��e�'� r 3 �?��:.�6 '�t.� `�. .R? �. �ta' , � .,�e' ���"ir ;�' �'�"=:.-� �.&° �t�t� �iA ���,,�� 3 : ..�2' � � � s . �-- t? E � �...�� � � z �� �! S� r �-� . � -; 7�! � � �/:��:'r��,1t. %.� x i�; � ` � `4� �. ��.� �d�'"' 6+ � �: �`i , .�:�!5�. . .�: ..��:,',��.,:.: .. �i 1 nn�$? �` �'� + ° r �`' i � � � �t 6 �. r� "�W �:, '��" � ��iEii�F�`���� E � _��%«����'r�' u �tt�, �� k� �� E.Y;tld'3d? 1 � tt P !i } '� = �<r�x;��� S*`���„ .: __ .,_. 1 �..__, p .... , �'��a� h'E,x4„_.�"� _ x_, ;:��,�'SC . .�.�,..., . .. ,. „�, . .. _ _ .. �� . �� . , ., .. �✓��� �Ei �,,. 1631 10/17/02 LOT 15 24188-3 1279 FG 117.6 7.8 1 92 � 1632 10/17/02 LOT 71 24188=3 1279 FG 117.1 8.3 1 92 1633 10/17/02 LOT 74 24188-3 1268 FG 1Q4.9 10.9 8 87 Failed, See RT #1633A ,, 1633A 10/17/02 LOT 74 24188-3 1268 FG 110.5 8.7 8 91 RT of k1633 1634 10/17/02 LOT 10 24188-3 1271 FG 111.2 9.5 3 92 � 1635 10/17/02 LOT 11 24188-3 1273 FG 117.2 7.1 1 92 1636 10/17/02 LOT 16 24188-3 1278 FG 110.9 8.9 3 92 � 1637 10/17/02 LOT 17 24188-3 1278 FG 119.7 7.0 1 94 1638 10/17/02 LOT 18 24188-3 1278 FG 114.4 8.8 3 95 1639 10/17/02 LOT 19 24188-3 1277 FG 116.4 5.9 1 97 1640 10/17/02 LOT 72 24188-3 1275 FG 110.8 6.5 3 92 � 1641 10/17/02 LOT 73 24188-3 1271 FG 113:6 10.9 3 94 1642 10/17l02 LOT 28,SLOPE 24188-2 1252 FG 111.2 11.6 3 92 1643 10/17/02 LOT 27, SLOPE 24188-2 1258 FG 108.6 8.9 3 90 1644 10/18/02 LOT 20 24188-3 1282 FG 110.5 8.9 3 91 � 1645 10/18/02 LOT 21 24188-3 1281 FG 116.1 7.4 7 91 1646 10/18/02 LOT 22 24188-3 1278 FG 107.1 11.6 11 91 1647 10l18/02 LOT 23 24188-3 1276 FG 104.5 8J 3 86 Failed, See RT #1647A 1647A 10/28/02 , LOT 23 24188-3 1276 FG 111.0 13.4 3 92 RT of #1647 , 1648 10/18/02 LOT 24 24188-3 1274 FG 118.2 7.0 1 92 , 1649 10/18/02 LOT 25 24188-3 1272 FG 117.9 6.2 1 92 1650 10/18/02 LOT 26 24188-3 1270 FG 113.6 10.1 3 94 1651 10/18/02 LOT 27 24188-3 1266 FG 111.8 9.5 3 92 1652 10/18l02 LOT 28 24188-3 1262 FG 115.0 7.5 1 90 1653. 10/18/02 LOT 29 24188-3 1261 FG 116.2 11:7 1 91 1654 10/18/02 LOT 30 24188-3 1261 FG 114.4 10.8 ; 3 95 1655 10/18/02 LOT 101,SLOPE 24188-2 1250 FG 120.5 12.1 1 94 , 1656 10/18/02 LOT 108,SLOPE 24188-2 1254 FG 118.6 6.7 1 93 1657 10/18/02 LOT 115,SLOPE 24188-2 1251 FG 109.1 8.7 3 90 � Converse Consuftants C C I EN110FF I CEIJOBFILE11999181 \99-1 1 21991 1 2-53.t24188:fdt , Field Density Tables � Newland Homes Tract 24188 March 6, 2003 Page 62 �� 'a : ;i�{ �5 a � �.���� . �' . �������`'"��. ,�z�� A�Yc"3�,..��'��� . �� ¢139?Fa.�,,�7R.�"��?.,;� � '�%!:, '�c '�',' 3 _ � . � � ,:-£ "�+ fyF . � I` ,?%; t'� ` €� �a� i s_ � ir -.a. �� '� � �'en: ..�. .»��� �T�� r i3�1�������+�� �',�� �'�� �j� s � �.�� � � � t �,c,� �: . € �,���,,�,, `�, � n r� � � �` .� � ��� � �F � ;�. � r� . �w � � � a� � u� ���.� �� � � � � � �� h�:�, � ,�;�9 �° 6 k;£�' y ���fi -� - ;fa Z4 ' � .. � .. :h � 3� . sii,�.�E .. §:.. 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'�iY�S� £ � ( .1�rk� . � Y�Z$l'�=�1I1�tIB�CId��: �, a � ._ � �--�� ��� ������ � , "� E.��`-����� �:�`�� n a E.����i�� �����€ {� s� �{ ��� � � �( : P� k����r�� �4 "�� _ �e� �� 1 °=� ? , i , �"�� � � 4� � � � ,� ;_ �i��_ r �if � vI� r: �ias. E HYae€�, E€r _a�-�,.�(. .tF`���s � �YC � rb € r <<.2 n � ��� aee 1658 10/18/02 LOT 107, PARKWAY 24188-2 7256 3 102.3 12.4 3 85 Failed, See RT it1658A 7658A 10/21 /02 LOTS 106 & 707, 24188-2 1256 3 120.4 5.6 1 94 RT af #1658 � PARKWAY 1659 10/18/OZ LOT 111, PARKWAY 24188-2 1257 2 120.9 6.4 1 94 � 1660 10/18/02 LOT 115, PARKWAY 24188-2 1254 2 115.3 7.2 1 90 1661 10/18/02 LOT 100, PARKWAY 24188-2 1253 4 104.9 6.7 3 87 Failed, See RT k1661A � 1661A 10/21/OZ LOT 101, PARKWAY 24188-2 1253 4 113.2 12.8 8 94 RT of #1661 1662 10/18/02 LOT 104, PARKWAY 24188-2 1255 4 104.5 8.5 3 86 Failed, See RT #1662A � 7662A 10/21/02 LOT 104, PARKWAY 24188-2 1255 4 109.2 8.8 8 90 RT pf #1662 1663 10/21 /02 LOT 1 24188-2 1253 FG 1 15.0 6.5 1 90 � 1664 10/27 /02 LOT 2 24188-2 1254 FG 1 18.0 8.5 1 92 1665 10/21 /02 LOT 3 24188-2 1254 FG 1 16.1 4.5 1 91 ' 1666 10/21 /02 LOT 4 24188-2 1255 FG 120.6 8.2 7 94 1667 10/21l02 LOT 5 24188-2 1256 FG 123.8 6.4 1 97 1668 10/21 /02 LOT 6 24188-2 1256 FG 123.9 6.2 1 97 , 1669 10/21 /02 LOT 7 24188-2 1257 FG 120.6 6.9 1 94 � 1670 10/21/02 LOT 8 24188-2 1257 FG 110.0 9.5 3 91 1671 10/21 /02 LOT 9 24188-2 1258 FG 1 17.7 7.1 1 92 1672 10/21 /02 LOT 10 24188-2 1258 FG 123.6 6.6 1 97 � 1673 10/21 /02 LOT 1 1 24188-2 1258 FG 123.9 5.0 1 97 1674 10/21/02 LOT 15 24188-2 1254 4 114.1 5.4 1 89 Failed, See RT #1674A � 1674A 10/21/02 LOT 15 24188-2 1254 4 114.5 7.9 1 90 RT of �J1674 1675 10/21 /02 LOT 19 24188-2 1256 4 1 12.4 8.3 8 93 ' 1676 10/21 /02 LOT 13 24188-2 1255 4 1 12.1 9.9 8 93 1677 10/21/02 CORRIGAN CT. @ 24188-2 1259 2 111.6 9.6 8 92 � LOT 65, WEST SIDE 1678 1D/21 /02 CORRIGAN CT. @ 24188-2 1259 2 101.7 13.0 8 84 Failed, See RT t11678A LOT 68, EAST SIDE 1678A 10/24/02 CORRIGAN CT. @ 24188-2 1259 2 708.9 13.3 8 90 RT of #1678 , LOT 68; EAST SIDE 1679 10/21/02 DRISCOLL CT. @ 24188-2 1258 1 114.1 11.6 8 94 LOT 55, WEST SIDE 1680 10/21/02 DRISCOLL CT. @ 24188-2 1258 1 115.7 16.2 8 96 � LOT 58, EAST SIDE 1681 10/21 /02 BODLEY CT. @ COT 45 24188 1259 2 1 16.8 11 .7 8 97 WEST SIDE � Converse Consultants CCIENTIOFFICE\JOB F I LE\1999\81 \99-112199112-53.tr24188.fdt , Field DensityTables Newland Homes� Tract 24188 March 6, 2003 Page 63 .:y-`�C� � �i P�� ' "�� � . fi f ., ��� `' `� ; a .; � '�i � ��.,..,r��r �' `�������YG�>,;�tie���,�x�. ��.;q �.�`.G .slf;y� i � �'� �- � ' . r.i � . 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'� a "�, .��t�,... �',u�� �... �a �i _ �� �., h � _ ssar�.�`� � ��r . �� . �. _�. �.�,�� �^ �.�� ��€-:�_ ���. r�t .����� s i ��: ������ :` a��� ��o_ ��',��' ��.�.: ��,�� '�- �� 1682 10/21 /02 BODLEY CT. @ LOT 48, 24188-2 1259 2 1 19.4 8.4 8 � 99 EAST SIDE , 1683 10/21 /02 gEAMER CT. @ LOT 62, 24188-2 1255 3 1 12.7 12.6 8 93 NORTH SIDE 1684 10/21/02 BEAMER CT. @ LOT 62, 24188-2 1255 3 111.& 14.9 8 92 NORTH SIDE 1 1685 10/21 /02 BEAMER CT. @ LOT 52, 24188-2 1255 3 111.9 9.5 8 93 NORTH SIDE 1686 10/21/02 BEAMER CT. @ LOT 41, 24�88 2 �259 2 112.9 10.4 8 93 NORTH SIDE ' 1687 10/22/02 LOT 21 24188-2 1261 FG 124.5 6.5 1 97 1688 10/22/02 LOT 22 24188-2 1262 FG 123.3 7.2 1 96 , 1689 10/22/02 LOT 23 24188-2 1265 FG 117.7 5.6 1 92 1690 10/22/02 LOT 24 24188-2 1266 FG 122.4 6.6 1 96 � 1691 10/22/02 - LOT 25 24188-2 1267 FG 124.6 5.4 1 97 1692 10/22/02 LOT 26 24188-2 1267 FG 120.3 6.7 1 94 � 1693 10/22/02 LOT 27 24188-2 1267 FG 118.2 6.5 1 92 1694 10/22/02 LOT 28 24188-2 1267 FG 119.0 7.7 1 93 ' 1695 10/22/02 LOT 29 24188-2 1267 FG 103.3 9.3 3 85 Failed, See RT i/1695A 1695A 10/24/02 LOT 29 24188-2 1267 FG 109.4 9.6 3 90 RT of #1695 , 1696 10/22/02 LOT 30 24188-2 1266 FG 113.5 13.1 3 94 1697 10/22/02 BEAVEN CT. @ LOT 30 24188-2 1262 2 108.5 8.6 8 90 ' 1698 10/22/02 BEAVEN CT. @ LOT 31 24188-2 1264 4 110.7 11.0 8 92 1699 10/22/02 BEAVEN CT. @ LOT 26 24188-2 1261 2 110.4 8.1 8 91 � 1700 10/22/02 LOT 12 24188-2 1256 6 112.8 9.6 3 93 1701 10/22/02 LOT 20 24188-2 1257 6 110.5 10.0 3 91 t 1702 10/22/02 LOT 18 24188-2 1255 6 113.1 10.3 3 93 1703 10/23/02 LOT 33 24188-2 7 264 FG 112.6 13.2 8 93 1 1704 10/23/02 LOT 34 24188-2 1264 FG 110.1 8.6 8 91 1705 10/23/02 LOT 35 24188-2 1264 FG 109.3 8.5 8 90 � 1706 10/23/02 LOT 46 24188-2 1264 FG 118.1 7.0 1 92 1707 10/23/02 LOT 45 24188-2 1263 FG 122.0 8.5 1 95 1708 10/23/02 LOT 44 24188-2 1262 FG 119.6 6.2 1 93 � 1709 10/23/02 LOT 43 24188-2 1261 FG 110.2 71.2 8 91 � Converse ConsuRants CC IENIIOFF ICE1J O BF ILE11999\81199-112199112-53.t24188.fdt , Field Density Tables ' Newland Homes Tract 24188 March 6, 2003 Page 64 �,'� `��� ' � p E � �e��" � i���t'� �; II'S�' �� �€E :����d�,��� ....�� ��t ,fr 4�3�' _.�_ PA ,�5,+„�, f� f � �.E ,r ��. . .;�, � y . ,.� � ::--� �'• � r- ak ��F ,�� ���. � � . �3�� S' § �� 4 .�M ������� ��,. ^�����ir�F' t i � � �� 5���. ����� � � � ��'� � � f `�X� , � . 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'��„zs..� `.%c�,wf� � ,""' , "�' �£���`i .i �eW2 . � , O �i. � .. .;'� ��� �'bs"�Eh�' �kf��_} � , u� '� .,i�� �Y�..�.f , sA � 4 �� � � t� � �`,� € t ��. ii� x '>g v� ; � v , � p � � I - � � �_ '�'"� � �'�� ���'��, Ss , �j E1�BSSnL10 �.: � � E �l,. ;a i � �`�� �?.' $'S4 � .�,�� � � W,Re. I� ��I ff � �� � �,_ � " . �� �F sE,W y i9 �' � � "� 3 $:^ y - �.� ? �IE,�^ `�:�,:_l�s �., �.�.�.�z; s ��„G�°� a� ,u'�',�,�; ,!1 , i �.1?. �` 3 �;�� s��°';tss. ���'t�+`�'.r._.€#��. �t , �,_�,!i:.�"��,«"+��.s., � @�,'u�f,�d. ��'�d �,� ..9-�.3��;;�� .��� <��.����.�,.� ����E ,� ���."��'� ��. � � �-��d;3���������a��� � . ,- ,,.., , . .. �. ;..., t # ��_,,. ..4,..�..Y3>Y 1710 10/23/02 LOT 42 24188-2 T258 FG 121.6 6.5 7 95 ' 171 1 10/23/02 LOT 31 24188-2 1265 FG 115.7 1 7.7 8 96 1712 10/23/02 LOT 32 24188-2 1265 FG 1 13.3 1 1.9 8 94 � 7713 10/23/02 LOT 36 24188-2 1263 FG 106.6 12.3 11 90 1714 10/23/02 LOT 37 24188-2 1263 FG 101.0 13.1 2 88 Failed, See RT #1714A , 1714A 10/24/02 LOT 37 24188-2 ] 263 FG 104,8 19. 7 2 92 RT of tf 1714 1715 10/23/02 LOT 38 24188-2 1261 FG 115.5 10.5 8 95 1716 10/23/02 LOT 39 24188-2 1254 FG 112.6 8.5 8 93 , 1717 10/23/02 LOT 40 24188-2 1256 FG 111.2 7.6 8 92 0 1718 10/23/02 LOT 41 24188-2 1257 FG 107.3 6.2 8 89 Failed, See RT #1718A 1718A 10/24/02 LOT 41 24188-2 1257 FG 109.6 8.1 8 91 RT of #1718 0 1719 10/24/02 LOT 56 24188-2 1264 FG 121.3 8.4 1 95 1720 10/24/02 LOT 55 24188-2 1263 FG 119.8 10.0 1 94 ' 1721 10/24/02 LOT 54 24188-2 1263 FG 115.1 7.0 1 90 1722 7 0/24/02 COT 53 24188-2 1262 FG 109.7 6.6 8 91 � 1723 10/24/02 LOT 52 24188-2 1262 FG 114.0 7.2 8 94 1724 10/24/02 LOT 96 24188-2 1241 FG 116.2 7.1 1 91 � 1725 10/24/02 LOT 47 24188-2 1264 FG 118.1 7.4 1 92 1726 7 0/24/02 LOT 48 24188-2 1263 FG 1 18.3 6.9 1 92 � 1727 10l24/02 LOT 49 24188-2 1262 FG 119.8 10.4 1 94 1728 10/24/02 LOT 50 24188-2 1261 FG 114.6 5.3 1 90 � 1729 10/24/02 LOT 51 24188-2 1261 FG 115.4 6.3 1 90 1730. 10%24/02 LOT 97 24188-2 1244 FG 114.6 7.1 1 90 1731 10/24/02 LOT 98 24188-2 1245 FG 116.8 6.0 1 91 � 1732 10l25/02 GREENE CIR., 24188-2 1245 2 110.6 10.5 8 91 STA 15 +.25 1733 10/25/02 GREENE CIR., 24188-2 1240 2 110.0 10.1 8 91 � STA 14+50 1734 10/25/02 CORRIGAN CT., 24188-2 1258 2 108.6 10.0 8 90 STA 12+50 1735 10/25/02 GARCIA WAY, STA 1 1+00 24188 1255 FG 110.3 1 1.2 3 91 � 1736 10/25/02 GARCIA WAY, STA 13+50 24188 1253 FG 110.0 9.5 3 91 � Converse ConsuRants C C I E N T10 F F I C E\J O B F I L E 11 99 918119 9-1 1 2 \99112-53. t 24188. fd t � � � Field Density Tables Newland Homes Tract 24188 March 6, 2003 Page 65 � � ,?;� �s a: � - �--� s ,� �•' � �'.y9� �u�, F �(fr�� -K :cs�"�'� �.« � a ��.2 Y� Jsi-:�:. ���,��,: � �� ��,�'; 'x �. .,'�' f ..��� e _ �; � ""f E v, �,�; �. � � E�=�, ! '� �- �� �,� �' , � nr'�.� € � ;��'� 'z �, �S E �, �`F'�� .: r' : � � 4 7 � �� 4 � "�[' � ;-'�'I��,t �� 1 �". , �L�'7 -".n �� .;� r u�,� ,� � 1�� �€�� _. � e� � �-�� @; Q ,, '� C�� E3i7$i� i�k�Sxy�BSU��S3�� �, .����� �. � .<:,r �`� ��r �.� r.�`�` l�s �-: s�^}�� 3s z� � d�,1 i �` ��` 3 6 tE � ��� `� . X'r E,.�� a �k ,.. .€ . '�i ��(E �� �E � �S�� cc� �c.��.E i .� ..: � e'� �, �?��7H(� '� ;.""P� 4 � &� - � �'�'� �������E�,y� a v�il.E ��55 i�r'F.� M.�a� �� ia�"�. ;tl� �,_�,E,"�'� . _�. � -Ss.�'�*�'�.r���'�, ���'� ."�i_"��,`,:XW�' ��u,�.. � r.s �'���,,,;�• - . �# ",x....q �&f'� ��4. .i � ,��_....; w� ,� .a�• .`�. � � . � . �cv w , i 4 �"1� "�e� $��1 � a i � E . ���:�r�c�a x � t''.,rF�''� �_- . [pX:4�1BSt' - �„ rOX:�g.�I��� i . _. }� ` `� �( r � :��` .<,� -�,�'� . � , t� � r�l��^r,S "'��`� � �j, F ! � �fS.IL ^:fA 3 � ..���� � � E � �Eit1lTl.l4 � "R`C 6 � �' Ig* y ���� : � � st'�st � �.�` r.�on ���.� � j� P � �.:_. � ��:�::ry ... 1� � ' ,..� �s. a � '���,,. t, .. a oa� �' w Q.. rac't,:.. � ,-.:Ea� {�`r r?� ,u��� .(�` �r � ,�,� u� f E i ��80�`€ � t'� U� ,1 EG � , �; � �, v f i ,x, � �@CII81'�S t � ? �r i ° .� � 3 �,'; �" _ .�s'. �� �;: ,�:; � r� # �` . ,. � E ,�v�i,� s � � ,�� � .s:e r� .:: � � 'L ��V . �'t.B�IC1W T�S'�� ; QS ��. . � ..a. � r�� s� ' � - �6" ��.i..�+L�$ e��' a�r�„�,: � ,,,�,�s:l�s f�S,�,, � y f wi � ��:. �� . ��.��? a .. t_ .�,�,:��'�„.'��' � ,:� a„ue i �e .::.a��� � ... .-a��la� . : �?, .�. r '�. �u�Ei��Olf� ,'{ � n °, ai��'�, , �;� �EME. ,��. �y„ �.. ..: °€ � .'� � Y� -�a!� A,'a.°3� �i i � . � '�� ���.,,� ����� �€ 5'��� � � . �`'„�t �e�i') ��� �. _ �[,� s�+v -�� ��:{ .. �,, E ' / { . .:n � /.,. a.,,� "�� �.r(9 �� . T� � :x,}O � ^7�ry�.� fiI11�B8$���0�{� -: ��'�� � . . ri: k� � f.: G'.�`�' a:: "� E _ -: " j€, ", �.. {( � _ _ � t ; �� '�? ! � C�/ � 3 \�4 �6 Z ...a'7(�� �.: ��� �. .N Fk ��� .. t�1 �:�t -: 4 � a r� G , �: . i ,.�. �r.?�t,��...�o,'ku ;r,.,�„ ., sS�, .abnv...:.� ,�€ ,�,E�FC. . ... -C r,, t;,:.� ��i[� .�..". �S i � c;,� j� :,. � .. ..�. ��:`:°�.�,�, r��,i��, �".E�� ..�4 � � �:�.���'�� t € ,`'�`;:,. �r a dEo��f� ... , "'� .�,�..�'".,�e, „�i� ,;' %� �� � a �.d(<<5�x � "k�:, r �,.�`s�.,�r �� ,� d,.: 1737 10/28/O2 LOT 12 24188-2 1258 FG 119.3 13.0 � 1 93 � 1738 10/28/02 LOT 13 24188-2 1257 FG 123.6 12.1 7 97 1739 10/28/02 LOT 14 24188-2 1257 FG 118.1 7.1 1 92 1 1740 10/28/02 LOT 15 24188-2 1256 FG 124.5 9.1 1 97 1741 10/28/02 LOT 16 24188-2 1256 FG 120.4 9.9 1 94 � 1742 10/28/02 LOT 17 24188-2 1255 FG 119.1 7.6 1 93 1743 10/28/02 LOT 18 24188-2 1256 FG 117.7 7.6 1 92 , 1744 10/28/02 LOT 19 24188-2 1258 FG 116.3 9.2 1 91 1745 10/28/02 LOT 20 24188-2 1259 FG 1 16.3 7.0 1 91 � 1746 10/28/02 BURNETT WAY, 24188-2 1248 2 115.0 4.7 1 90 STA 11 +00 1747 10/28/02 BURNETT WAY, 24188-2 1249 2 118.0 4.6 1 92 STA 1�+50 � 1748 10/29/02 LYLES DR., STA 23+00 24188-3 1287 FG 112.6 12.1 3 93 1749 10/29/02 BRADSHAW DR., STA 2¢188 1256 FG 121.0 8.6 1 95 19+50 ' 1750 10/29/02 GUADAGNO DR., 24188-3 1273 FG 118.7 10.9 1 93 STA 12+00 1751 10/29/02 RIVERADR., STA 15 +00 24188 1265 FG 1 14.9 8.1 3 95 1752 10/29/02 BRADSHAW DR., STA 24188 1254 FG 109.5 7.7 3 91 � 12 + 00 1753 10/29/02 DAHLDR., STA 12+50 24188 1255 FG 110.5 8.8 3 91 � Notes: BTM: Bottom FG: Finish Grade : The areas were scarified and recompacted, the degree of compaction was determined by visual ' observation and probing, no retests were taken. i: Repeated test number � � � � � Converse Consuftants CCIE NIIOFF ICEIJOBF ILE11999181 \99-1 1 21991 1 2-5 3.tr14188.fdt � ' � ' ' � � , , ' , e4@��E6�l��� � . � �,�4��6'���'OF?V �'E�TInl�v �'ff���'sRe4i� , ' 1 1 � 1 � 1 1 � As-Built Geology and Rough Grading Report , Tracts No. 24188, 24188-2, and 24188-3 Paseo Def Sol Master Planned Community Temecula, California rdye B- i � APPEND9X � � �A►BOR�►TORY �ESTIN� P�20�R�►f�i Laboratory tests were conducted on representative samples of the site soils for the � purpose of evaluating physical properties anc! engineering characteristics. P, brief description of the test procedures and results are presented below: � �.aboratory Maxirnuro� �ensity and �3ptimurn il�oisture Tes�s Laboratory maximum density a�1C� QptlCT?l!C?"? !?l�lStu� tPC�,c �nigrc rA�p�-�o�i p,n, ' representative bulk sampfes of the site materiafs. These tests were performed in accordance with the ASTNi Standard D1557-00 �aboratory procedur�. The results ar� ' presented in the following table. ; ab6� B-�, ���nmar� o� �abor�tor;y Pi�aximum �Qy uensii� anc� C�ptimurr� fVioisture ' Content Tests Soil . _ ' �'Maximum .: `�O timum ': P Soil'Glassification Density Moisfure . Type : • ` (P c� ' (°!) ; � 1 CLAYEY SAND (SC), fine- to coarse-grained, brown. 128.0 9.0 2 CLAYEY SANDY SILT (ML), fine- to medium-grained, light brown. 114.5 14.5 � 3 SILTY SAND (SM), fine- to medium-grained, with clay, brown. 121.0 12 4 SILTY SAND (SM), fine- to medium-grained, trace of clay, brown. 129.0 9.0 � 5 SILTY SAND (SM), fine- to medium-grained, trace of clay, brown. 130.6 8.f � 6 SILTY SAND (SM), fine- to medium-grained, brown. 133.5 8.0 � 7 SILTY Sl�ND (SM), fine- grained, brown. 132.0 9.0 8 SILTY SAND (SM), fine- to medium-grained, with clay, brown. 121.0 11.5 , 9 SILTY SAND (SM), fine- to coarse-grained, brown. 128.0 10.0 10 SILTY CLAY / CLAYEY SILT (CL/ML), brown. 113.5 12.5 11 SILTY CLAY (CL), brown. 118.0 14.0 � 12 SILTY SAND (SM): trace of clay, brown. 127.8 8.4 � 12 SANDY CLAY (CL): fine- to medium- grained, brown. 119.0 � 12.5 � � � � Converse Consultants CCI ENT�OFFI CE\J OBF I LE�2001 \81 \01-265\01265-30.asb ' � As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 � Paseo Del Sol Master Planned Community Temecula, California Page B-2 , �xpansion Index Tests , Representative bulk samples uvere tesfied for expansion index to evaluate the expansion potential of materials encountered at the building pads. The test was conducted in accordance with UBC Standard 29-2. For test res�lts, see the followin� � table. �i able No. �-2, Surnmary of �xpansion inciez �'est F�esults , S2R7(��p v2�iepr�cQ�:ii?�ei � ���PESei1��$fV� CXPaf15lOfl �xpan5iors'� Tract°No. Lot No. Lofs No. . lndex Potential No. _ � 1 24188 32 1, 2, 31-33 6 Very Low 2 2�188 15 3-13, 15 55 Medium 3 24188 14 14 60 Medium � 4 24188 16 16-18 63 Medium ' S 24188 20 19-21 53 Medium 6 24188 23 22-23; 26-27 51 Medium � 7 2418$ 29 24, 25, 28-30 48 Low 8 24188 38 34-41 40 Low ' 9 24188 49 42-57 34 Low 10 24188 61 58-64 43 Low ' 11 24188 68 65-71 30 Low 12 24188 _ 72 72-73 36 Low � 13 24188-2 1 1-11 22 Low 14 24188-2 22 12-28 9 Very Low � 15 24188-2 29 29-30 30 Low 16 24188-2 34 31-35, 38-43, 52-56 30 Low ' 17 24188-2 37 36, 37 102 High 18 24188-2 47 44-51 32 Low � 19 24188-2 57 57,58; 66 11 S High 20 24188-2 65 59, 64, 65 71 Medium � 21 24188-2 62 60-63 23 Low � � Converse Consultants CCI ENT�OFF I CE\JOBFI LE�2001 \81101-265\01265-30.asb � � As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 , Paseo Del Sol Master Planned Community Temecula, California Page B-3 � Sample Sampled frorri Repcesentative Expansion ::Expansion.` Tract�No. No. l:ot'No. Lots�No. ;lndex. Potential. � 22 24188-2 68 67-74 94 High 23 24188-2 7� 75-77 68 Medium � 24 24188-2 79 78-80 67 Medium ' 25 24188-2 83 81-85 84 iUedium ' ' 26 24188-2 87 86-88 96 :-!��h 27 24188-2 91 89-92 34 Low 28 24188-2 94 93-95 79 Medium 2g I 24� gg_2 g7 96-98 66 Medium , 30 24188-2 1 G4 99-104 44 Low 31 24188-2 105 1 Q5-107 39 Low � 32 24188-2 108 108-118 20 Very Low JJ 24188-3 2 i ano 2 90 �edium � 34 24188-3 3 3-5 4 Very Low 35 24188-3 6 6 and 7 23 Low ' 36 24188-3 39 8-9, 37-44 32 Low 37 24188-3 28 1 Q-18, 24-29 57 Medium , 38 24188-3 21 19-23 57 Medium 39 24188-3 33 30-36 16 Low � 40 24188-3 50 45-50 21 Low 41 24188-3 56 51-58 49 Low 42 24188-3 65 59-67 57 Medium 43 24188-3 70 68-70 37 Low � 44 24188-3 74 71-74 51 Medium 45 24188-3 75 75 39 Low � 46 24188-3 77 76-78 53 Medium 47 24188-3 79 79-80 48 Low � 48 24188-3 81 81 63 Medium � � Converse Consultants CCIENT�OF F ICE\JOBF I LE�2001 \81 \01-265\01265-30.asb � , As-Built Geology and Rough Grading Report Tracts No. 24188, 24188-2, and 24188-3 , Paseo Del Sol Master Planned Community i emecula, California Page B-4 � Sample Sampled':from Representati�e Expansion Expansion:; Tract No. No. Lot'No.. Lots'No:„� Index'� Potential' : � 49 24188-3 82 82 54 Medium 50 — 24188-3 84 83-84 57 Medium , 51 24188-3 86 85-86 28 Low � 52 24i88-3 87 87 53 Medium ' 53 24188-3 88 88-91 59 Mec�ium 54 24188-3 100 92-100 29 Low � 1 Ft-value �ests ' Two representative soil samples were tested to evaivate the Resistance (R) value in accordance with the State of �alifornia Test Method 301-G. The test results are presented in the following table. ' Tabie No. B'-3, Summary of R-value Test Results � = :_ ., r,: ' , ' , � Sample Location S:o�ItizDescription ` ' R Value " ' Bradshaw Dr. Sta. 19+g0 CLAYEY SAND (SC) 12 Lyles Dr. Sta. 23+00 SILTY SAND (SM) 14 � Sand Equivalent Test ' Six (6) selected samples were tested in accordance with the Caltrans Method 217 to determine the Sand Equivalent (SE). Test results are summarized in the following table. , Table �fo. B-4 Summa of Sand E uivalent Tests ,, Sample Number/Depth Description, �. Santl E.qwvalent (SE) . 65/0-1' SILTY SAND (SM) 10 ' 66/0-1' CLAYEY SAND (SC) 14 67/0-1' SILTY SAND (SM) 10 � 68/0-1' CLAYEY SAND (SC) 14 69/0-1' SILTY SAND (SM) 16 70/0-1' SILTY SAND (SM) 13 ' ' � Converse Consultants CCIEN110FFICEIJOBFILE�2001\81 \01-265\01265-30.asb i ! As-Built Geology and Rough Grading Report � Tracts No. 24188, 24188-2, and 24188-3 Paseo Del Sol Master Planned Community Temecula, California rage B-5 ' �rain Size Analysis ' The grain-size distribution covers the quantitative distribution of particle sizes ir� soils. The particle distribution is used to aid in the classification of the soils. A total of four (4) tests , were performed on representative samples in accordance with RSTM Standard D422-63. For test results, see Drawing No. B-1 Gain Size Distribution Test Results. ' Direct Shear Tests Direct shear tests wer� pe.rformed o� six (6) s�mples remol�e� t� 90 percen� of relative ! compaction at soaked moisture conditions. Samples contained in brass sarnpler rings were placed one at a time directly into the test apparatus and subjected to a range of � normai loads appropriate for the anticipated conditions. Each sample was then sheared at a constant strain rate of 0.05 inch/minute. Shear deformation was recorded untif a maximum of about 0.50-inch shear displacement was achieved. Peak strength � was selected from the shear-stress deformation data and plotted to determine the shear strength parameters. Test results are presented in Drawings No. B-2 through B-7, �irect Shear Test Results. ' Consolidation Tests � Data obtained from this test, performed on five (5) soil samples remolded to 90 percent of relative compaction were used to evaluate the settlement characteristics of on-site soils under loads. This test involved loading a specimen into the test apparatus, which , contained porous stones to accommodate vertical drainage during testing. The specimen was then normally loaded. Resulting vertical deflections were recorded at various time periods. The load was increased after the sample reached a reasonable state of ' equilibrium. The samples were tested under field moisture conditions up to a normal load of 2 kips per square foot. The samples were then submerged with water. The test results , are presented in Drawings No. B-8 through B-12, Consolidation Test Results. CorrosBvity Tests � Bulk sample of the site soils was tested by M. J. Schiff and Associates of Upland, California, to evaluate soil corrosivity with respect to common construction materials. a Results are included at the Appendix C, Soi/ Corrosivity Study. , e � � Converse Consultants CCI ENT�OFFICE\JOBFI LE�2001 \81 \01-265\01265-30.asb � � As-Built Geology and Rough Grading Report , Tracts No. 24188, 24188-2, and 24188-3 Paseo Del Sol Master Planned Community Temecula, California Page B-b � Sarnple Storac,�e � � Soil samples presently stored in our laboratory will be discarded 30 days after the date of ' this report unless this office receives a specific request to retain the samples for a fonger period. � � � � ' � � � � � ' � � � Converse Consultants CCI ENTIOFF I CE\J OBFI LE12001 \81 \01-265\01265-30.asb , U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 � 3/4 ��Z3/8 3 6 $ 10 14 16 Zp 30 40 50 60 100 140 200 ' 100 95 90 e 85 80 ' 75 70 ' � 65 _ U 60 � w m 55 a w 50 ' z � Z 45 w � 40 ' w a 35 30 ' 25 20 , 15 10 , 5 0 100 10 1 0.1 0.01 0.001 � GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY coarse fine coarse medium fine � Boring No. Depth (ft) Description LL PL PI Cc Cu • LOT 23 1- 1.5' CLAYEY SAND (SC) , m LOT 28 12 - 18' CLAYEY SAND (SC) ♦ LOT 49 12 - 18' SILTY SAND (SM) * LOT 57 0- 1' SANDY CLAY (CL) ' Boring No. Depth (ft) D100 D60 D30 D10 %Gravel %Sand %Silt °/oClay • LOT 23 1- 1.5' 4.75 0.117 0.0 61.0 39.0 , m LOT 28 12 - 18' 4.75 0.267 0.0 63.0 37.0 � LOT 49 12 - 18' 4.75 0.248 0.0 63.7 36.3 ' * LOT 57 0- 1' 4.75 0.075 0.0 40.0 60.0 GRAIN SIZE D6ST6�I�UTION RESULTS ' Project Name Project No. Drawing No. PASEO DEL SOL MASTER PLANNED COMMUNITY 99 B- 1 `� Converse Consultants Temecula, California ' For: Newfands Communities Project ID: 01112-53.GPJ; Template: GRAIN SIZE � � 5, 000 , , 4,000 � � � = 3,000 � c� z ' w � � � � Q w ' �' 2,000 ' � 1,000 ' 1 0 0 1,000 2,000 3,000 4,000 5,000 ' SURCHARGE PRESSURE, psf , BORING NO. LOT 23 DEPTH (ft) . 1- 1.5' DESCRIPTION CLAYEY SAND (SC) , COHESION (ps� 300 FRICTION ANGLE (degrees): 28 ' MOISTURE CONTENT (%) : 13.1 DRY DENSITY (pC� 109.1 � NOTE: Ultimate Strength. ��6t�C� J9�7�AR �G�T R��7V�T� ♦ Project Name Project No. Drawing No. PASEO DEL SOL MASTER PLANNED COMMUNITY 99 B- 2 Converse Consul�ants Temecula, California For: Newlands Communities ' Project ID: 01112-53.GPJ', Template: DIRECT SHEAR ' , 5,000 � ' r ' 4,000 � � I ' °� 3,000 _ F-- � ' 7 w � � � � Q � w �' 2,000 � ' 1,000 ' � 0 0 1,000 2,000 3,000 4,000 5,000 , SURCHARGE PRESSURE, psf � BORING NO. LOT 28 DEPTH (ft) . 12 -18' ' DESCRIPTION CLAYEY SAND (SC) COHESION (psfl . 400 FRICTION ANGLE (degrees): 26 � MOISTURE CONTENT (%) 10.7 DRY DENSITY (pc� . 114.3 � NOTE: Ultimate Strength, Sampie Remolded to 90% relative compaction. DIF�ECT SH�AR TEST RESUL�S ' Project Name Project No. Drawing No. PASEO DEL SOL MASTER PLANNED COMMUNITY gg_g1-112-53 B- 3 `� Converse Consultants Temecula,California For: Newlands Communities ' Froject ID: 01112-53.GPJ', Template: DIRECT SHEAR ' � 5, 000 � � 4 000 1 � � , � �� I ' = 3,uuG � c� , Z w � � v� � ¢ ' � 2,000 � , 1 1,000 , � 0 0 1,000 2,000 3,000 4,000 , 5,000 , SURCHARGE PRESSURE, psf � BORING NO. LOT 33 DEPTH (ft) . 0 ' DESCRIPTION CLAYEY SAND (SC) COHESION (psfl 250 FRICTION ANGLE (degrees): 30 ' MOISTURE CONTENT (%) : 13.4 DRY DENSITY (pC� . 107.1 1 NOTE: Ultimate Strength, Sample Remolded to 90% relative compaction. e DIRECT SHEAR TEST RESULTS Project Name Project No. Drawing No. PASEO DEL SOL MASTER PLANNED COMMUNITY 99-81-112-53 B- 4 ` d►� Converse Consultants Temecula, California `., For: Newlands Communities Project ID: 01112-53.GPJ, Template: DIRECT SHEAR ' � 5,000 � r 4,000 ' ' 4 = 3,000 � � � z w � H � � 1 a W � Z,000 r � 1,000 ' � � 0 1,000 2,000 3,000 4,000 5,000 , SURCHARGE PRESSURE, psf � BORING NO. LOT 49 DEPTH (ft) 12 - 18' � DESCRIPTION . SILTY SAND (SM) COHESION (ps� . 650 FRICTION ANGLE (degrees): 20 ' MOISTURE CONTENT (%) : 10.9 DRY DENSITY (pC� . 110.3 , NOTE: Ultimate Strength, Sample Remolded to 90% relative compaction. 1 ����CT .����� ���� ��SU�T� Project Name Project No. Drawing No. PASEO DEL SOL MASTER PLANNED COMMUNITY g9-81-112-53 B- 5 `� Converse Consultants Temecula, California For: Newfands Communities Project ID� 01112-53.GPJ; Template: DIRECT SHEAR � e t 5.000 I 1 � 4,000 ' I � � ' I I = 3,000 � � 1 � I � � � a o � 2,��� ' � 1,000 � r . , 0 0 1,000 2,000 3,000 4,000 5,000 � SURCHARGE PRESSURE, psf , BORING NO. LOT 57 DEPTH (ft) 0- 1' e DESCRIPTION SANDY CLAY (CL) COHESION (ps� 400 FRICTION ANGLE (degrees): 17 � MOISTURE CONTENT (%) : 14.5 DRY DENSITY (pcfl 106.5 � NOTE: Ultimate Strength. 1 D@B�E�T SH�AR 1'�S� RESLJ�.TS Project Name Project No. Drawing N�. PASEO DEL SOL MASTER PLANNED COMMUNITY 93_81-112-53 B- 6 �onverse �onsulfants Temecula, California For: Newlands Communities , Project ID: 01112-53.GPJ; Temolate: DfRECT SHEAR '' , 5,000 ' � 4,000 ' i � " T 3,000 � c� � z w � � � � Q � w `� 2,000 � � 1,000 � , 0 0 1,000 2,000 3,000 4,000 5,000 � SURCHARGE PRESSURE, psf � BORING NO. LOT 68 DEPTH (ft) . 10' � DESCRIPTION CLAYEY SAND (SC) COHESION (psfl . 150 FRICTION ANGLE (degrees): 29 � MOISTURE CONTENT (%) 11.2 DRY DENSITY (pc� . 109.1 � NOTE: Ultimate Strength, Sample Remoided to 90% Relative Compaction. Dl6�EC�' SFIEAR TEST RESU��'S , Project Name Project No. Drawing No. PASEO DEL SOL MASTER PLANNED COMMUNITY g9-81-112-53 B- 7 Converse Consultan�s Temecula, California For: Newfands Communities Froject ID: 01112-53.GPJ�, Template�. DIRECT SHEAR � � � � , �) � � I I I I I I I I I I � � � ' I 5 � � ' I � � I o \ � Z 10 � � � � ' � 15 � , 20 100 1,000 10,000 10 � STRESS, psf � BORING NO. : LOT 23 DEPTH (ft) '� -'�•5' DESCRIPTION : CLAYEY SAND (SC) ' MOISTURE DRY DENSITY PERCENT VOID CONTENT (%) (pc� SATURATION RATIO INITIAL 12.5 109.2 65 0.510 � FINAL 16.6 116 100 �•422 ' NOTE: Solid Circles Indicate Readings After Addition Of Water, Sample Remolded to 90°/a relative compaction. �O9�iSO�..ID/"� 1 IOB� �G�7� ��JV��J � Project Name Project No. Drawing No. PASEO DEL SOL MASTER PLANNED COMMUNITY 9S-S � B-$ Converse �onsulfants Temecula, California For: Newlands Communities '- Fro�ect ID: 01112-53.GPJ; Template: CONSOLIDATION .. � . � ' I I � � � � � � ' I 5 � � i I � z �o � � � 0 ' � � 15 ' � 20 e 1 pp 1,000 10,000 10 STRESS, psf 1 BORING NO LOT 28 DEPTH (ft) . 12 - 18' DESCRIPTION : CLAYEY SAND (SC) � MOISTURE DRY DENSITY PERCENT VOID CONTENT (%) (pcf) SATURATION RATIO INITIAL 10 114.5 60 0.407 � FINAL 15.2 118.2 100 0.363 , NOTE: Solid Circles Indicate Readings After Addition Of Water, Sample Remoided to 90% relative compaction. �ONSO�IDd�TIO1V T�ST ftESl3LTS � Project Name Project No. Drawing No. PASEO DEL SOL MASTER PLANNED COMMUNITY gg_g�_1'i2 B- 9 �onverse Consuitants Temecula, California , For: Newiands Communities Project ID' 01112-53.GPJ; Template: CONSOLIDATIOP[ 1 , � � � � i � � � � � � � � � � ' ' � I 5 i , � � I ` ' I ' ( � � I � o\ � � 10 � � ' I � � ' 15 � ' 20 ' 100 1,000 10,000 10 STRESS, psf ' BORING NO. LOT 49 DEPTH (ft) 12 - 18' DESCRIPTION : SILTY SAND (SM) e MOISTURE DRY DENSITY � PERCENT VOID CONTENT (%) (pc� SATURATION RATIO � INITIAL 10.9 109.7 57 0.504 FINAL 15.3 116.1 100 0.421 ' NOTE: Solid Circles Indicate Readings After Addition Of Water, Sample Remolded to 90% relative compaction. �OB�SOLIDATIO� TES�' i�ESULTS 1 Project Name Project No. Drawing No. PASEO DEL SOL MASTER PLANNED COMMUNITY 1�� Converse Consultants Temecula,Califomia 99-8�-112-53 B-10 For: Newlands Communities � Froject ID: 01112-53.GPJ; Template: CONSOLIDATION � � I � � ' � 5 , I I ' ' Z 10 � � � � � , 15 ' � 20 e 100 1,000 10,000 10 STRESS, psf ' BORING NO. : LOT 57 DEPTH (ft) . 0- 1' DESCRIPTION : SANDY CLAY (CL) ' MOISTURE DRY DENSITY PERCENT VOID CONTENT (%) (pC� SATURATION RATIO � INITIAL 14.9 105.6 70 0.562 FINAL 21.1 107.1 100 0.540 ' NOTE: Solid Circles Indicate Readings After Addition Of Water, Sample Remolded to 90% relative compaction. ' CONSOLIDAI'ION T�ST RESl1LTS Project Name Project No. Drawing No. PASEO DEL SOL MASTER PLANNED COMMUNITY 99-81-1'i 2-53 B- 11 �� Converse Consultants Temecula, California For: Newlands Communities �Project ID: 01112-53.GPJ; Template: CONSOLIDATION t � � „ , , ► � �� 0 � 5 � . I I � I e � z � 1Q � � ' ' ' 15 1 � 20 , 100 1,000 10,000 �� STRESS, psf ' BORING NO. : LOT 68 DEPTH (ft) . 10' DESCRIPTION : CLAYEY SAND (SC) ' MOISTURE DRY DENSITY PERCENT VOID CONTENT (%) (pc� SATURATION RATIO INITIAL 11.1 108.7 57 0.517 ' FINAL 15.3 118.1 100 0.397 ' NOTE: Solid Circles Indicate Readings After Addition Of Water, Sample Remolded to 9�°/a relative compaction. CONSOLIDATION TEST RESULTS ' Project Name Project No. Drawing No. PASEO DEL SOL MASTER PLANNED COMMUNITY 99 B- 12 `� Converse Consultants Temecula, California ' For: Newlands Communities Project ID: 01112-53.GPJ, Template: CONSOLIDATION , ' ' - � ' � � ' - , A��E�IDIX � ' �OIL ��R6eOSIV@�V ����� � � : ' � � � � � , ' � ' M. J. Schiff & Associates, Inc. Cnnsulting Corrosion Engineers - Since I959 1308 Monte Vista Avenue, Suite 6 ; Upland, CA 91786-8224 Phone: 909/931-1360 Table 1- I,aboratory 'I'ests on Soil Samples � Paseo sel TR 24788 Your #99-81-II2-53, M.1S&A #02-1082LAB 1 5-Nov-02 , Sample ID Lot # 49 ,: , , ,: _. @ 12"-18" �:.;.:- �: ,:: , .. .. .. __ , _ :: . < „ . , .. ; . . , .. ".. , ,: . :, � .. . , -_: ..:::., Resistivity Units as-received ohm-cm 19,000 , saturated ohm-cm 1,800 pH 8.5 Electrical � Conductivity mS/cm 0.11 Chemical Analyses , Cations calcium Ca'' mg/kg 16 magnesium Mg' mg/lcg ND ' sodium Na� mg/kg 57 Anions carbonate CO mg/kg ND ' bicarbonate HCO mg/kg 79 chloride Cl� mglkg 70 _ sulfate SO mg/kg ND � Other Tests ammonium NH mg/kg na ' nitrate NO mg/kg na sulfide S qual na Redox mv na e .. , , ,. .: _ . �,.f.. _ � ., : .: � Electrical conductivity in millisiemens/cm and chemical analysis were made on a 1:5 soi]-to-water extract. mg/kg = milligrams per kilogram (parts per million) of dry soil. Redox = oxidation-reduction potential in millivolts - ND = not detected , ua = not analyzed � � Page 1 of 1 �