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Home My WebLink About20010784 • Cr �S ... b8L0 1002 p cc). c . ._n. 6- b aM - - r tom' _ _ 1 `4 T - . ra ThIr .� , -,% MS r . c . . - ...., - ...... ., . ‘. . r. bk. .. -.1,,„„i_.. .:..,„ . ....am .._ . . . 4., ,.......E4 c .� d. i . . 4. . .. . . , 1`�E 6- .,.._ . ., . • N } • if ® + !. • �./x VV S f .� •�f S 0 L y y�0 I) 4.47* ';c.r.. 0,i i W 4.... . ,,,. .. .. . , ,i ;(.. ,0 . ac:, . . • ... a }�� S � Y ��r�A ..r , ,:). oci,... ..,, . 0 .-‘,1 ,�.si 3 4,a 1 T, { • l ✓ r 1 N . S l� Af )frt1 l .-t .: 4y1% /' Y.n 4 , �rAN STEP �.rt ir ' a big(jiit P at ! jLEJ f� w Fx „.. 'ir }' tl . , .., 'ICNT!^"MICA S^'t° C!SCRIPTIC FP RT 8riihtan IndastriaI North for to Webb a., Soil name and description 2 Ascalon loam, 0 to 1 percent slopes 'he Ascalon soil is a deep, well drained soil. It is formed cn terraces from alluvial material. The surface is a loam. The subsoil is sandy clay loam. The urde-'.ying material is a calcareous sandy loam. The soils have moderate permeability. Their available water hcldir..g capacity is high. Roots penetrate to 6C inches cr more. Runoff i3 slow and the erosion hazard due to kind is high. • t: Nunn clay loam, 0 to 1 percent slopes The Nunn soil is a deep, well drained soil. It is formed on terraces and smooth plains it mixed eclian a d ally ial deposits. The surface is a clay loam, The undarlyi,g material is :lay loam and sandy loam. The soils have :Tsderately slow permeability. Their • av '! ".a. w:.tcf holding capacity is high. Roots • psr.ot•ate to 60 inches cr more. Runoff is slow and the o:osior hazard due to wind is law. Caney firs. sandy loam, 0 to 1 percent slopes ' The Coney soil is a deep, well drained soil. It is formed on smccth plains in mixed outwash deposits. The surface is 3 fine sandy loam. The subsoil is sandy clay laa". The u deriying material is a calcareous fine sandy loam. The soils have moderate permeability. Their available water holding capacity is moderate. Roots penetrate to 60 inches or more. Runoff is slow and the erosion hazard due to wind is severe. 75 Vona sa-�dy loam, J to 1 percent slopes The Vona soil is a deep, well drained soil. It is formed on high terraces from alluvial material. The surface is a sandy loam, as is the subsoil. The _rderlying material is a sandy loam. The soils have moderately rapid permeability. Their available water holding capacity is moderate. Roots penetrate to 60 inches or more. Runoff is slow and the erosion hazard due to wind is severe. 1 • DEr,.fr,EN' AC^_C T..�E "ACE 1 Cr I gIURAL ?ES3i'QCES CONSERVATION SERVICE _0/31/00 PRIME FARMLAND , (ID Brighton. Industrial North for Steve Webb Map • MSoil name ; ayr.5ol d Ascalon loam, 0 to 1 percent slopes (where irrigated) 41 Nunn clay loam, 0 to 1 percent slopes (where irrigated) 46 Olney fine sandy loam, C to 1 percent _lopes (where irrigated) 75 ;Vona sandy loam, 0 to I percent slopes (where irrigated) • • irso.) 7 1 f I • DCPh"THEN' CF A^oTC'J.T'.!PE o t Cr 2 NATCRA RESOURCES CCNSER.'ATICN SERVICE 10/31/0C tr.) 'SOIL FEATURES Brighton Industrial North for Steve Webb Bedrock Cemented pars Subsidence r Risk of corrosion Potential _ Map s;mbc: frost action Uncoated and soil name Depth Hard:ess Depth ind Initial Total steel Concrete In In In In r r Ascalon 60 --- --- --- --- --- Moderate High Low 41: Nunn >60 --- --- --- --.. -- Moderate High Low 46: Olney >60 --- --- --- --- -.-- ,Lcw High LOw 75: + Vona -- >60 --- --_ .. . --- ;Low • High Low + r 1 I '11% 71 tr:hT ^F AIC J TU7' Irlik 2 IF ''AT'.'g"_ FECCURCEI ^"tts;"VATI2N SER'VI"r ' tO!31/CC SOIL(rt FEATURES • End ete -- SOIL FEATURES "is report gives estimates cf various soil feature:. The estimates are used in land Jse planning that invel'ieS engineering _eesideraticn=_. Depth t;, bedrock is given if bedrock is within a depth cf 5 fest. The depth is based on many soil borings and on obser,ctiees during soil mapping. The rock is either "Soft" or "Hard". If the rock is "Soft" or fractured, excavatiors een be Bade with trenching "ashsacs, backhoec, or "T:cllripper:. If the reek is "Hard" or massive, .listing or epe:_cl „geipment genersliy is needed for eecavatioe. • Gemeeted pans are cemented or indurated _ebserface layers within a depth of 5 feet. Such pan: cause difficulty in excevetice. Pals are classified as "Thin" o' "Thick". A "Thin par is less than 3 irohes thick if ccrtinuoesly isd.ratsd :r less than 18 is ch thick •scc t ees ` ectir.'ed t s car , b trenching.. � es `_f di n inn �, of ;r E:{c3v3 ion be +subs �,+ . n,.hi^y machines, backhoes,a or small p " '"rick` ,;:''s than 3 inches thick if continuously indurated s:.•..:o.�, _ rr,.l: ripr,er:. :, pan is .,.r:tinueu: y ... ! red or more thar 13 inches hie. 2 t. t. .L ed .L Y special i ..55 t�.,.. .f .is=�n..'.;i'v l's 8'' :.'._:;i!'_r.. S;.��i a pdr. .. SO •}sins. Or massive that blasting or eyli:llE^t is eceded :.n cecavetien. • Sbeidence is the :ettleeent of crgani: ,ci_s or of saturated mineral soils of very low density. Subsidence yeselts f:_7 either dezieeetior. and :shrinkage cr oi'idaticn cf organic ,,._aerial, or both, following drainage. S.2beideeee tek:__ ,:.ace gr:.d:ally, ..shall;' car _ peril; of several years. This report shows the expected initial subs:deree, ehi:h _sully is e result cf drainage, and total subsidence, which usually is a result of oxidation. Not shun ire the repert is eetsidence caused by an imposed surface load or by the withdrawal of ground water throughout • an e,:teeeive area es a result cf lowering the water table. • • lipe• sl frost action is the likelihood ef upward or lateral expansion of the soil caused ty the formation of segr_gsted ice lasses (frost heave) and the subeequent collapse of the soil and loss of strength cn thawing. Frost action occurs when ,ecist_i'e move`_ into the freezing ?one of the soil. Temperature, texture, density, peraeability, content of or a is ratter, and depth to the kilter table are the cost icpertant factors cce:idercd in evaluating the tial for st It assumed that ► t t. 1, pct::.r. . fr,_ cticn. is the soil is not ir,su.a�ei ,.y ;egetatior. or snow and is not artificially drained. Silty a7.d 'lash'. str :ten d clayey soils that have a high water table ir. winter are the most susceptible to ^' 'roe' action. Well d:aincd, very gravelly, ce :'cry sandy soils are the least susceptible. Frost heave and low soil etrengt` de leg thawing cause damage mainly to pavements and other rigid structures Risk of corrosion pertains to potential sail-induced electrochemical cr chemical action that dissolves or weakens urcoated steel or concrete. The rte of corrosion of uncoated steel is related to such factors as sail moisture, particle-size di_tribution, acidity, and electrical conductivity of the soil. The rate of corrosion of concrete is based cairly on the sellf.ate and scdium content, texture, eoisture content, and acidity of the soil. Special site examination and design ,may be needed if the combination of factors creates a severe corrosion environment. The steel irstallations that interrcect soil beuedaries or soil layers is mare susceptible to corrosion than steel in • installations that are entirely within ore kind of soil or within one soil layer. Fcr uncoated steel, the risk of corrosion, expressed as "Low", "Moderate', or 'High", is based on soil drainage class, total acidity, electrical resistivity near field capacity, and electrical conductivity of the saturation extract. For concrete, the risk cf corrosion is also expressed as "Low", "Moderate", or "High". It is based on soil texture, acidity, and airount of sulfates in the saturation extract. C.) • F I I . S. rr?ARTMPJ• Cr "-reICULT,I PACE l Or 2 `ATUR ?ESCUPCES CONSCPVATICN SERVICE 10/31100 BUILDING SITE DEVELOPMENT (r) Brighton Industrial North fot Stave Webb ;The information in this report indicates the dormant soil condition but does not eliminate the need for onsite . .:a:tig:.t cn; Map sif;5ol Shallow Dwellings Dwellings Stall Local roads Lawns and and soil race a;:avaticns without with commercial and streets landscaping basements basements buildings 8: Ascalon--- ..---- Slight Slight Slight Slight Moderate. Slight frost action • • 41: Nunn-- Moderate: Severe: Slight Severe: Severe: Slight tcc clayey shrink-swell shrink-swell shrink-swell, low strength 46: Olney • Severe: Slight Slight Slight Slight Slight 1"+4 cctbanks cave • 75: ' cn.a Severe: Slight Slight ,Slight Slight Moderate: c tbanks cave dr_:g?tj • • U.S. DEPA NENT Or A m n T PE - PAGE 2 r 2 ATJP='.:_ EFSGURTIED " yA Ica SERVICE en 10/21/02 • BUILDING ..Ts DEVELOPMENT Endnote -- BUILDING. SITE DEVELOPMENT • This report shows the degree and kind of soil litnitatic n o. that affect shallow excavations, dwollingo with: and without basement:, small commercial buildings, l5 of roads and . treats, and lawns and landscaping. The limitaticbs are "STlight" Moderate 'S_,_ s The limitations arc considered Slight if soil ps_t_ties and site features are ebb ., _ a,,ll., favorable for the indicated hS2 std l:metd._ ,. _ .,= i. a:.: easily G,<':,9.T , "Moderate" if nai l properties ._t' fcatires are not fay:Tebbe for the indisated LOOF and spocial. piano g, design:, or maintenance is needed to nee oCr_ or minimize the limitations, and Severe if soil pbcpbrtiso or site features tre so unfavorable s. SO difficult L .,e ._ ,. that special design, :significant increases in construction oust , and possibly increased c maiotbatarbe are reguirob Dpe_iai feasibility studies may be :squired whore the soil limitations are severe'. GNARLS); EXORTARTTITTe trenches cobolos dug to :; maximum depth of S or 4 feet for basements, g a'ies, utility lines, open d_totes and ether _e_. The ratings are based on sail properties, site features and observed performance of -.i, i. filling, and .- ff d th t. y ,.. the :�.._. The _a_. f digging, i. .<dS, _.;n pa�_tJ� .c di _ ._ by .Vii., d,.y.:; a _...._..r, a cemented pan, :. ve'ji fin does_ layer, stone soil texture; and zlope. The time of the goer that excavation: can be .:.ads ts .ffectod by the depth tO .. o_e_cnal high .a_te and the susceptibility cf the soil to flooding. The resistance. of the 1 4-u t _hi fF t d soil texture, the depth, t4 ter able e excavation w2_l_ or __ _ _. � -.'g caving is affected by and _p.. � to, _. _ water table. e. Dg1_.N_S RNID DM,AL= DIMEITAL BUILDINGS are stoi:boubb built on allo:, . undatiors co, .-disturbed soil. The load l.._t __ tte _4 ._ ._ that c' _, ,'_ fF,ni>y dwa:<.ng:, no higher than three Goren Ratings are.., made for small otroutecial building: t basements, fob shwollingsbasements, and for duellings without basements, Th6 ratings aro based poobootiob, and observed peofornance of the :oils. A high water ay depth, to bedrock co to n C vd large stones, _..re, and flooding affect the ease of e_.va..cnr and construction:. Landscaping orNading thbtr'r.qu outs ood fill: bf more an S or i feet are not considered. LOCAL RS.RSRDS AND STREETS t_Ve an alloweetheb s. face and carry automobile and light truck traffic all year. They ;, a - y r fillmaterial,i ' ,.� a ha _'.a of � base of gravel, crushed rock, or stabilized soil material, and f 18H..1ble to rigid surface. Cuts and fills are gcnnrslly properties, site features, 31.4 eb er°lied performance of the soils. Depth. badersok or to a < slanted pan, a high water table, flooding, ergs stones, and slope affect the ease of est."-et estaaveting and grading. Soil strength ces . f_ red from the engineering olass_f_oaticn of the soil), shrink-swell potential, frost action potential, and depth to a high water table affect the traffic-supporting capacity. LAWNS AND, LANDSCATING reqbire _oil_ on which turf and ornamental trees and shrubs can be established and 1rta:.-_d. The ratings' e bred on soil p:cpe sit: features and observed p= fo Tinos of the _o'ils. Soil ?•n`inn, O. high water table., depth to 55'510OHO OF to a _t"cntod pan, the available water paclir tO the upper IC inches, and the sari _'t of salts, _odium. end sulfithr. mote-'al' affect plant<ygrowth. Flooding, wet opt, -Es .. _.,_� O. t of �. d, _lays oart. att._ in the _ fd ee ,' tf coy trafficability bs, f'9r veijatatiDm tE :.E.tatl:.shod. C! I •t,7s. DEPARTMENT OF AGRICULTURE PAGE 1 OF ' NATUR L RESOURCES CONSERVATION SERVICE `-•' 10/31/00 • SANITARY FACILITIES (14) Brighton Industrial North for Steve Webb (The information in this report indicates the dominant soil condition but does not eliminate the need for onsite investigation) Map symbol Septic tank Sewage lagoon Trench Area Daily cover and soil name absorption areas sanitary sanitary for landfill fields landfill landfill P: Ascalcn--------- Severe: Moderate: Slight Slight ,,Sood percs slowly seepage 41: Nunn Severe: Severe: Slight • ,Slight Fair: pores slowly seepage small stones 4E: Iney--- Moderate: Severe: Moderate: Slight Fair: peres slowly seepage too sandy too sandy ' trail • Vona Severe: Severe: Moderate: Slight Fair: poor filter seepage too sandy ; too sandy !el. ,yE?apTMT . :r PPM:17122 -• O PAGE 2 OF 3 NATJF..^.: F.ESCURCES CCNSER','ATI3N SERVICE 0 t0/31/0C SANITARY FACILITIES Endnote -- SANITARY FACILITIES This report shows the degree and kind of soil limitaticns that affect septic tank absorption fields, sewage lagoons, and sanitary landfills. The limitations are considered "Slight" if soil properties and site features generally are favorable for tha indicated use and limitations are minor and easily overcame; "Moderate" if soil properties or site features ar: rot `avcnable for the indicated use and special planning, design, or maintenance is needed to overcome or !rinieize the lieitatic-s; aed "Severe" if sent properties or site features are sc unfavorable or so difficult to overcame that srE.""ill desig", significant increases in construction costs, and possibly increased maintenance are required. This report alcc shows the suitability of the soil: fcr use as daily cover for landfills. A rating of "3ood" indicates that soil properties and site features are favorable for the use and good performance and low maintenance can be expected; "Fair" indicates that soil properties and site features are moderately favorable for the use •and one or ecre soil properties or site features make the soil less desirable than the soils rated "Good"; and "Poor" indicates that one cr ::,ore soil properties or site features are.unfavorable for the use and overcoming the unfavorable eroperties requires special design, extra aaintenance, or costly alteration. S!?T:C TAhX ABSCRPTIO rIELSS are areas in which effluent from a septic tank is distributed into the soil through subeerface tiles or perforated pipe. Inly that part of the soil between depths of 24 to 72 inches is evaluated. The retiege are base or. soil properties, site features, and observed perforrance of the soils. Permeability, a high water table, depth to bedreck cr to a :,scented pan, and flooding affect absorption of the effluent. Large stones aed bedrock or a ceneeted par. interfere with installation. Unsatisfactory performance of septic tank abscrpticn fields, including excessively slow absorption of effluent, surfacing of effluent, and hillside seepage, can affect public health. _roeedwate- can be pelletcd if highly permeable sand and gravel or fractured bedrock is less than 4 feet below the base of the atsorption field, if slope is excessive, o- if the water table is near the surface. There must be rated soil caterial beneath the absorption field to filter the effluent effectively. Many local ordinances 0!.._. se ra that this material be of a certain thickness. • SEk'ACE LASO NS are shallow ponds constructed to hold sewage while aerobic bacteria decoepose the solid and liquid wastes. Lagoons should have a nearly level floor surrounded by cut slopes or embankments of compacted soil. Lagoons yeeerall, are designed to hold the sewage within a depth of 2 to 5 feet. Nearly impervious soil material for the lagoon `lour and sides is required to micicize seepage and contamination of ground water. This report gives ratings for the natural soil that crakes up the lagoon floor. The surface layer and, generally, 1 or 2 feet of soil material below the surface layer a"e excavated to provide material for the embankments. The ratings are based on soil properties, site features, and observed performance of the soils. Considered in the ratings are slope, permeability, a high dieter table, depth tc bedrock or to a cemented pan, flooding, large stones, and content of organic matter. Excessive seepage due to rapid permeability of the soil or a water table that is high enough to raise the level of sewage in the lagoon causes a lagoon to function unsatisfactorily. Pollution results if seepage is excessive or if floodwater clertops the lagoon. A high content of organic matter is detrimental to proper functioning of the lagoon because it inhitits aerobic activity. Slope, bedrock, and cemented pans can cause construction problems, and large stcnes can hinder compaction of the lagoon floor. SANITARY LANDFILLS are areas where solid waste is disposed of by burying it in soil. There are two types of landfill, trench and area. In a trench landfill, the waste is placed in a trench. It is spread, compacted, and covered daily with a thin layer of soil excavated at the site. In an area landfill, the paste is placed in successive layers on the surface of the soil. The waste is spread, compacted, and covered daily with a thin layer of soil form a source away from the site. Both types cf landfill rust be able to bear heavy vehicular traffic. Both types involve a risk of grcundxater p-f'•r,cn. Ease of s;cavation and revegetation need to be considered. The ratings in this report are based O ^EPARTMEIT OF P.CPISUL E ilmth SAG; ' IF I v.TURA' RE_SC:RCES CCNSER AT.3,t SERVICE 10/31/00 • SANITARY FACILIT:ES Endnote -- SANITARY FACILITIES--Continced on soil properties, site features, and observed performance cf the soils. Permeability, depth to bedrock or to a pan, ,. water table, slips, and flooding affect both types of landfill. Texture, stones and boulders, !'eRe^t?� ^3r. a hl^F :9�t... :i. �., highly organic layers, soil °eaction, and content of salte and sodium affect trench type landfills. Unless otherwise sated, the ratir^y: apply only t: that port of the soil within a depth of about 6 feet. For deeper trenches, a stated, lir:itaticn rate *Slight" or "Moderate" may eet be valid. Cnsite investigation is needed. OAIIY COVER FOR LANCF'_L is the soil material that is used to cover compacted solid waste in an area type sanitary landfill. The coil material is obtained offsite, transported to the landfill, and spread over the waste. Soil tei:turc, wetness, coarse fragments, and slope affect the ease of removing and spreading the material during wet .and dry pe-icds. loamy or silty soils that are free of large stones or excess gravel are .the best cover for a landfill. Clayey soils may be sticky or cloddy and are difficult to spread; sandy soils are subject to soil b1_xirg. After soil material has been removed, the soil material remaining in the borrow area must be thick enough ever bedrock, a carented pan, or the water table to permit revegetation. The soil material used at final cover far a landfill should be suitable for plants. The surface layer generally has the best workability, acre organic tatter than the rest of the profile, end the best potential for plants. Meterial from the surface layer should be: stocApiled for use as the final cover. Hello