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(40' ACRE MINIMUM PARCEL SIZE) (UP TOR/> WU PER GROSS ACRE) E3 COKMERCIAL I , I -� - � ; - S C A L E I I E;�] TJM6 ER M OU N TAIN m MEDIUM DENSITY RESIDENTIAL M-- INDUST�RIAL � . I t4O ACRE: MINIltUM PA (UP T -013 -Yu PER GROSS ACRE.) . � . RCEL SIZE) D - - �Ammbigmft--­ - N - - ­ -.-- . U-71 PuB - . � I LAND- USE PLAN MAP . -- - -1 IL, - - . a LIC I I - . : - - - , "= 2 occ I � i I � - - -- -wwK=mmL4mgff-"mm=m - -- I � - � � ;11 " - � I . . � . /1/ I 11 I , . . I ' - . M E N ., - T 11 - A N D -M E ly"m T -S � . . -.- I E I COW-ITY PLANNING lz��CO-M.Ill SION - I =11111-01111111111i I I A IP R 0 , � � - 1 7 1 � 1. . .PLANNING COMMISSION BOARD OF SUPE'RVISORS - I � I - JUNE 17 1981 RESOL.UTION 81-4 � - . . - I 'RESOLUTION DAT E RESOLUTION DATE p � D 9 I � � � I I I I I .... I - ,;I- I . I'll . � 11 I'll - I I � - ... ii ,L I DATE /- -n I � ': I - I 7;e��_!� -.1 .-- .1 -1) . I ,� " 2 'e, - - . 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IT � -1z - al- � -- � � I � ,� - �, "S , �zk - I .? �, .. - , tk- 1& � �, . . -, , .,-�� , I . , -9 � � , I I - - ­- - "-4 -1 .- - I . . 1 , - ��L .,- - - - , � `4" -­ ��, � '2� is , � --- - � -;el % - - I , �- � , � - - 0 '4 s - :D' - r - (3) X' - I 0 0-)o CA Q - ID U-1 i_ '4 k The estimated populattion of Butte County on , January 1, 1979, is 13 ,000 pei.sons+12 2.10 A.rcnhaeological and Historical ReSo,ur,ce5 Prior to the copying of the white man, eastern Butte County was occupied by the northwestern Maidu Indians. The majority of the occupation sites, or villages, Were along streams with salmon runs-, the foothill oak tree range, and the deep river canyons which gave protection from wind and coldt The sites wero usuAl' close �¢ to Water. The Butte County Reg iohal Transtitorta.IOn Plan CIR13 identifies the canyon of the West Branch of the Feather River and Butte Greek Canyon north of Paradise as ho-ing a high probability of th presence of archaeological sites from the 111M du C r, a Se tloment in Butte County began i'n 1844 when several Mexican land; grants were awarded, 16 Very few settler-s carne into the area until t tei^Y � 1849 at the i.irte of the gold rush, after Which ! the oopulation increased rapidly for several years,. By 1857 the placer mines wore largely w rko,d out and thio ,rnining industry since tlrr;n 41 has been a Minor factor ih the eIeve'Iop►;,ent of Butte 'County, r r. 7..11 Planning and Toning. r y The Land Use r1oment of the 8kiltc County General Pian6 identifies tiie project sii,e as lying in the Undeveloped and Rrsauice Management Region, Thin classification indicates that the, existing 'Land use is not urban, 'transitional, or regulated by the Federal Government, The existing land use of the site is vacant undeveloped land. The project site is zoned Butte County Designation A-2, Gen,,, al Use, except for a section of land aloiig Pentz-Magalia Highway. 'f This section which extehds parallel tii and 350 feet j from the centerlihe of the Highway is zoned SN, Scenic That portion of the Pentz- Fiagalia Highway desighated Scenic Highway extehds from Det,ille Road near Paradise south to Highway 70 intersection, a total distance of about seven miles. the SN zone allows Single-family resi'dence's as a permitted use. 30 3.0 ENVLR;ONMP:NTAL IMPACT _AiALYSISs For purposes of analysis, it is assumed that 170 single-family residences will be erected on the site. Using the population density for the Paradise area of 2;3 persons per household,.as indicated in the ButteCounty Goneral P1an6, 170 single-family homes i•eprerents it subdivision Population of a 5, p p pproximately 350 persons, 3.1 Publi-c Utilities and Services The proposed project will be located in a rural area, Those municipal services which are available include utilities, -solid waste collection and disposal, police and fire protection, water supply, and a public 'school system. Wastewater disposal Will_be through individual wastewater treatment and disposal systems (septic tanks and leach 'f"ields)., 3.1.1 Utl i ti e.� Ava11ab1e utilities include electricity from Pacific Gas and 81ectric Company aid tele'phore ser 1Ge from Pacific Telephone Company: There is no available natural gas service. Trunk lines for telephone Arid electrical service are installed botide the Pentz-Magal a Highway. No neW ma jo14 faci 1 i ti es wool d be necessary to Nrovi'de utility sorvIce to tht project site: 31 m 3.1,2 Solid Waste Disposal, Solid v,-aste collection and dt�;pos,0 will be adequately serviced r;;` thr eXi sting Collection compai; i i, 3, 1,4 Fire Protection Fire p►,otectio,n for the project site is under the juris-iction'Of the Calitorn ia Division of Forestry at orovi11e, wi t'h a response time of from 20 to 30 minutes, Due to the high response timv, the Foresitry Division has entered into a mutual ag;reemc',nt with the Paradise Fi rz ,Protection Di strit,t whereby PFPD will respo-nd to a fire in the Paradise area when regVested by CDF, The noarest PFPD station is at south Libby Road at Pearson Road, with a response time to the project site of from 10 to 15 minutes Response 'time is due to the procedure of first calling CDF (California Division of Foresty) who then calls PFPD (Paeadise Fine Protection District) who respond to the call, Discussions with personnel at the PFPD station indicate that the proposed 170 -lot 'subdi'vision could be adequately served with no decrease in the level of service available to other areas, to summary; with the exception of the Butte County sheriffs Department, 5er�vices are reported as being adequate to serve the proposed 'project, The excessive work load of the sheriffs Office is reported to be the r.:sul t of a oene►^al high growth, roto in the area, ti 2 Y 3.2 Watery Supply , l ternative There are several alternative sources of supply for domes tic ►'razor oh the project site: These incIudet' Purchase of water from the Lime Saddle Irrigdtioji District. (LSID) Purchase of water from Butte County using Lake Oroville as a source: Purchase of water from the'Paradise Irrigation District, (PID) ourc'hase of Water rom the California Water Service Company, vi;a the iiiocene Canal: Construction of an WL -114 A combination of the above alternatives.' Purchase of Water from either the Paradise rrigation District (PID) or the California Water service Company appears to be iiife>asible: PID has ih'dicated previously that they have barely enough reserve capacity to supply a►iticipated growth within the PID: They are, therefore, unwilling to sell water to purchaser Within another district, In tho spri rig of l gi 4, the Cali f ormi a b?ator ,. Service Company was F.pproached with a proposal of exchanging water with the Lime Saddle Irrigatioh District. It was proposod that 1.51D Wbtrr 1.110 tiiCCSne C%r,51 and ra r;epl act i t with L"Lo Orovi l l e wo ter, foe; inch I.SID had an nll�tl'C?nt. Caiifor -,nia ,.+ r w ►. C i r+ ,�,'r�• l,.:i d ' b'' A pump wa.1.' r the point of del ivery to tike orovi 11 e system. Althaugh determined afforts ►vel•e tnade to rea, h an agreement, CWS would not consid er an agreement For exchange of i1,iocene Canal coater. Purchase of W* ter from Butte County using Lame oroville as a' ou_rce is technically feasible, and, no doubt, the necessary l0gaI and i`nsti - tutional arrangements ;could be comPlet.ed However, the cost of energy to pump water to the jlruject site from Lake Ornvlle, at an elevation increase of approximately 700 feet, causes this alternative to be costly. a7 to y- Other rnat ies, such as devril;-Pment, Of a new' well, will Produce the s4,ne result at lower cost to the cons[trner. The project site lies wholly withirr the Saddle Irrigation District. However, provisions r( of the DisttAict's Davis-Crunsky loan required that the Dist►^ict be divined into two "zones Of benefit," based on need and 'degree o f developmen•. The i`nitia1 ZCne of benefit s _ all lands with n the LSI;D, north of tht eas,t� q c:es� uai°iterysection brie throeg h Sectoh 31.' This line splits the project site; i,e,h once of the project site lies outside the I t Pri ma t•y .oPe Of b nLNri is Of tl�r L T b The �. portion OutSide the F�r•itr';al�y zone of benefit would not be fl igiblo for water fro►n L5Ib for about 15 Years , S due to prov7sions Of the ilavis•.rru��sl,y 1+a1. In addition 465ed on a prelirnir�a,'J" tngineel•iiig evaluation, rho•.. t }existinti LS ►yvel]l tnu1L not suoply the i� r o r 1 w w 4 d � �+ 1 C! I !,: � 1 �•I i�� Q i � �` a. _► P. f,. � . e i.�tic't arid q,.1l°�i�p.Ct S"�`yVi .7.L1q N ted 6t a safe ;yield of , C► gpm, of which a pt 1, 4 k o ri tr t, 0r gpw, i s rowo,i t wed to existing conner Hons. The projected Water roquiremen_t for the proposed development A s 17.2 gpmc ,i Estimated population of subdivision: (170 lots) (2.3 persons/lot) - 391 persons, "ay-?O,persons. { i•iaxim m day use; (200 gpcd)(390 persons) { (1.5 peak month factor) = 117,000 gpd 81 gpm. source required, using a safety factor of 1,5 (81 gpm)(1.5) = 122 gpm. Thus, When tiie project site becomes fully developed, additional water will be required to serve the prtiject in addition to that currently available from the existing LSID well. i The most feasible and cost-effective water supply for the proposed project is development of a well t distribution system to supplement the supply currently available from LSID, This supplemental supply can be coiiveyed to LSIO, vho wi11 assume responsibility for operation and maintenance, NLSlb is contempla_tin-g a new Well in the 1 ndefi'nite futuroi and has analyzed several sites in the n "o f disy�rict for .future wells, Goordinatio LSID early in the project will assure that t h o suppleilental well supply for this project is CCit'slSaernt 1'.ith I District plansr 3.3 Pu'bl is Sch�olss aystC'il It is anticipated that the proposed project will i;ave a_min,or i m P c !tr,oil 11 L, 1 cal sciiao1' sterr.. ihC ParP1,-.cts alut°r,e prt`Pcr''ioll of roti red po► ans. This is indicated by the �•eldtively h rediGn ar,e o 3 and viae 1ow 'rd 1 f {5 '. ; 1 1 X � C..w .1 • r w r' . sC » C n 1 I� 1. +i 1 1 h G 1 ' r , .� is estimated that the proposed project will ontribute no more than 50 school-age children to the local school systems. This will not significantly alter the existing student/teacher ratios of 7.8to 1 in the elementary school s and 25 to 1 in the secondary schools. 3.4 WastewaterDisposal Wastbwater disposal will be through on -sr W,e systems. A thorough site investigation and r, analysis was performed to assess the capability of the soils to accept and treat wastewater. This site investigation is pits,,e thoroughly discussed in Appendix B; All percolation tests p, formed during this study conform to Butte County Oepartment of Environmental Health procedures, Percolation test holes were located in such a manner as to assure that representative percolation capabilities of the entire site were determined, In addition, 46 of the 48 p;erco'ation tests were performed in or adjacent' to soil exploration tren'ch0t to better- correlate the results of the percolation tests with the soils -investigations. A *summary of Y the percolation tests is presented in Table 2. 1t will be notod that in a r"e11' insta►7ci#s individual percolation rates ware below ori inch in four minutes, These locations do not contain gravel or sand, but fine grained loamy soil. I see soils will' provido adoquate i t r o t l.. ►i L n t. for r �'i;i � 1 l: '1', p t is ►x r TABLE 2 PL11COLA'no 1'iST RIiSULTS Test Hale Percolation Tent Hole hole. Depth Percolation Rate Test 1101 e, Depth Percolation' Rate Hole Number Depth (i aches Raise i tzc11/ani nu to f`umber ( inches) i nch/mi nute Number Lumber (inches) nch/mi nu Le 3 30" 111/4 bon. 48 8411 111/1?,0 min. 58 120" 111/27 mina 8 30" 111/60 mi;1. 49 42" VIM min. 60 301' 11'/160 min, 13 3511 1'1/96 mi n. 49 66" 111/4 min. 61 301' 1''/107 min. 14 3,111 111/28 ini n. 49 X611 1`01/34 mi n. 63 30" 111/44 min. 19, 30" 111/95 min. 50 661' 111/2 mi n. 67 30111 1i1/3 min. 26 30" 1"x'40 min+ 50 10811 111/2 mi n. 70 30" 111/13 min. 34 3011 111/59 mi n, 52 7210 1.11120 mi n. 70 9011 1"/80 min, . 38 8011 101/40 mi n, 52 108" 111/28 min 73 3011 1,1/12 min. 43, 3211 111/10 min, 54 3011 111/2 min.. 14 30" 10/60min,. 43 8411 J"/ NO Iain. 55 4211 111/3 inin. 77 30" v f96 min. 46 601' 111/4 mi n:102it 55 111 / 3 � min: 78 31 111/80 Min., _ 46 102" 1"/6 min. 57 36"111/6 min, ;'9 3111 ill/ .:...111 60 min.. 60 54" 1i1/til mi h, 57 6011 110/5 min, 84 31" 111/107' thin. 41 56° 1" 3 nii n. 57 ?nl' 1'1/32 ini n: 90 32,1 111/28 min.:1 48 4211 111/3 min, 58 4211 111/2 min. 92 3011 111/6 min., 601148 1"/6 Inin. 58 601` 1"/1 min: 93 3011 111/80 mi h. i t r ,r Notei Location of test holes sho�yn on Higure 3, f { s Analys sof the :nils inv0stigation results,' site slopes, and the percolation rates indicates that approximately 80% or 310 acres of the project site is acceptable for placement of septic tank I each Fields. It is anticipated that was teWater effluent of inferior "quality Will not enter the groundwater, The subsurface geology of the area indicated layers of impervious 'stratum separating the various water bearing aquifers,2 Thus, the 1eachai.e will travel downward to the impervious stratum, thence horizontally. It is anticipated that a portion of the leachate -will enter Kunkle Creek and Reservoir: The distances effluent must travel through the soil before entering surface waters ensures that sufficient soil contact time and filtration be provided to assure protection of water quality, 3.5 Erosion and Sedimentation Due to the fine-textured nature of the soils dry, some care in the design and construction I of oh-site iu:Nrovetcents will be necessary to prevent problems frorn erosion and sodiIaentation, Large areas of cuts and fills tend to be n :susceptible to erosion until they becorie ►��ustabl shOd with vogvtation. Mol nor, short-term, locali:'e-d erosion may occur during CcnstrUCt on of roads and streets, installation of undorground utilities and construction of individual home sites, ti p If appropriate erosion control measures are r not taken during construction of the subdivision and by the individual homeowners after occupancy, the possible impact on local watercourses and Kunkle Reservoir could be substantial. Excessive erosion Will permit sediment to collect in local drainage channels, possibly causing alteration of natural channel alignments and reduction of riparian habitat. If erosion is permitted to continue; sediment could be Curried into Kunkle Reservoir, reducing the capacity of the reservoir, and adversely im- pacting the reservoir's aquatic and riparian habitat. Should erosion be permitted to advance to the point of silting the reservoir, the amount of material eroded from the hillsides in the sub- division, in all probability, will be sufficient to damage and reduce the capacity of stormwater drainage facilities anO. undermine and expose building foundations, roadways, and utility lines. Siltation and excessive turbidity of local watercourses and Kunkle Reservoir caused by Y A.vol ewi tnni`. of `i'ke4 tii5kMv,4 eii'71vi 1 9nn4--:6"4-i 3.6 Drainage, The tii.e con I,a'ns feW r'Ocogni7able doainage roursns. Most ttormarater runoffoccurs as Sheet flow in a southerly direction toward the several gullies indicated on the Tentative Parcel flap, Figure 3 i•iost on-site 1^unoff enters Kunkle Reservoir, either directly thro'ug'h overland flow via Kunkle Creek or via the Piiocene Canal, A small portion of runoff along the r.astern edge of the project site passes under tile Miocene Canal flume and enters the (Jest Branch of the Feather' River. It is anticipated that the project will have a minor ihpact on the quantity and direction of site drainage.' A system of roadside ditches, culve:-ts, and drainag%r courses will convey the increased amounts of drainage to the natura'i drainage courses for ultimate discharge off L he site. It is estimated that when fully developed 5tor`frtCote►^ rullof`f from the one-in»ten=year storm 1ti`jll be 4PPDXi13atel,y 'rt�G cfS, The drainage imprOVe-Ogents V:ill be Sized to coYlvey the anticipated runoff from a orlexin- enwyoar stof"nl event; r 4. 3e7 !traffic The estimated vehicular capacity of the Pentz Magalia Highway is 8,000 to 10,000 vehicle trips Per day average daily traffic (ADT). This represents LF50 to 550 vehicle trips per hour based. on the conservative estimate of an 18 -hour day. The proposed subdivision could. add as -many as 680 vehicle trips per day to the Pentz-Magal.i`a Highway and about 82 trips to peak --hour volumes on the highway. These figures assume an average of four one_ -way vehicle trips per day and that traffic during the pear hour of the day will be a'bou't 12 percent of they daily total.. The added t-affic will not exceed the current estimated capacity of the Pentz-Magalia Highways The proposed access road to the north will connect with an existing right-of-way shown on Hutte County Assessors Parcel Map 55-30 The access road is a dedication -of portions of Aspessovs Parcels 28, 2% 30, and 31. The existing right -o± -Way is currently, graveled and e'os'ins a cul -de --sac at the project site Nop;th property dine. It is felt that connection to the gravel accessroad to the north can be made immediately; without the meed, to further develop the land north of the project site. Every attempt should.d be made to permit use of this r,nrth.erl,y s.ccesO road to provide the project site With at least two points of ingress and egress. This is necessary to rea,ieve possible traffic congestiOh on a single access road and ,for improved fire protection 41 M 3. a Rare. Vegetation One, and perhaps two, species of rare plants were fuund oaring the botanical investigation of the project site. One species, 1'ol`v�rium LIrIwel�liaeiae thrives in shallow, dry, stony Foil folznd in the meadow area in the. Kunkle Creels valley. 4-s is also the area which coxitains insufficient depth of soil to permit installation of septic tank systems. Therefore, a portion of the area which contains the rare Polygonum Bidwelliae is also the area which has been dedicated open 'space, With no improvements to be permitted. 'l'he re- mainder of the area which contains Po. lyMonvun Bidwelliae is scheduled for individ4al lots in r the 1.0 acre to 2.25 acre range. The area can be found on the Tentative -Pax -'Cel Map, Figure 5, as ;bots 74- through 77 and 745 through 150. 'There will be some adverse impact on FolyMonum Bydwel viae during cunstruction of roads, installation of underground utilities and construction of 'homes. The rush, which may or may not be rare, is found i,n the marshy areas east of the meadow adjacent to Kunkle 0' t08k4 Since rushes rd" quite guise considerable moisture, they grow in areas which are not suitable for construction. There" fore, development of the subdivision is expected to have little impact on the rush, should the rush prove to be rare or endangered. 41:a i 4 DIvOSIT1t1N OF 1AIV RONMENTAL .yiz °`4`iS 4,1 Environmenatal Pro tecLion .Measures Mioasures which should be considered during design and construction of the proposed _pro "ect to reduco potential environmental impacts to .an insignificant level are discussed below. There are no potential environmental impacts woich cannot be i~educed to an insignificant level 4.1:I Domeistic�Wato„) Supply Domestic water for the project site will be provided by the existing Lime Saddle Irrigation District !,:ell and the proposed trunk line alone the Pentz-'Nagal'ia Highway. The supply wiII be supplemented via an on-site central well, storage tank for pressure regulation, and a main distribution j s stem, This system }',111 be phys Kcal'i y :.-. nrlocted to the main trunk along Pentz- Na gal is Nighway, r1'i th ti tje to the system being conveyed to the LSID: This procodure would be conxistent with current District plans, which is to develop a second water supply r4'ell ill the northern portion of the District, The tiew wolf will provide an r.t'r--un ; e 6 rid rel i I -LI e ti.6 ter s u p p 1 y to the project site, and, together wI'th the existing 1rel1, provide all adequate and reliably r'r 40r Supply to the r:ntire Oist►,ict; �e .w s;'.►' srr t. i j'' . 5'.e,t+ wi•11 be built to 1_51.0 standards to ensure compGtibilits, with i. S I tt� 9 n r te'm , `i } 4 1 ' w 4.1 2 Vlastrwater pi;spo,al� properly designed and installed individual v.-ostrwate'r treatment and disposal systems will pr-ovide many, years of service, provided they are installed in areas conducive to wastowater disposal The on-site investigations indicate the area will adequately treat the anticipated' amount of iyastwater produced by the r, subdivision particularly due to the large lot sites and oneral 5 favorable soil conditions% 4.1:3 Erosion and Sedimentation Control of erosion and sedimentation requires control both during pro jett. conistruction (temporary -measures) and I it a a °ter cotnp`letion of the project (;permanent. MC?.sur;es). 14an,y potential er=osion problems can be avoided by careful design of street and culvert locations. Stt°eett will cdnxor-rn as closely as F>05sible to th6 t ex1sting r,ontour of the landscape on tto pi'o,iert site. Cut and fill quantities wi l i be held to a mi tirnum. Cul verts should be sized to minimize siandng Water while directing 1•unoff to existing i drainage courses', if necessary due to STbpe, roadside ditches could contain erOsfo:n ca.ttrol facilities, such as cobble lining, check; dikes to reduce flow .e'loc y 1 t1y48, etc. During constrlucton, sediment should not be allowed to exit iidividual construction. sites. This could be prevented by contro`i di'kos or ditches as necessary. Raw t;Onstruc`tiorl area should bit r;evegetated }r with native-grastes to reduce erosion •from _ wind as well as rainfall. j °I 4,1,4 Rurai Fpre hazard r 11"ere am tib tsrf�es of ft i e hazards at the proja "t situ str.jctui r fines and brush or grass ffrws tither type of f11 -p Mai, 'Iran to the other p given proper c inicitic and landscape condi tioo,s. Several pr•bvitiorrs should be made to reduce the tis►; 0 a fire spr0ad i ng ojlce it ha,s F taj,t0,1 as Sell Gs pr'rv�-11 bri of a f'i )`0 tort i -ro esreci 611Y a brush f re, The sin—ole rr►ost important fire prVAlention r;rasuj-e5 is public erlijcation, 1,;(Is t ►.,ural •e of Vii' :i tial wire iPa.ards, but it is anti'cipa°ted that triafiy u�^ct,n:ej•s 011 be retiwed couples or 77 persono will requi'.re information concerning potential fire hazards and their prevention. Some significant items include: Allow no outdoor burning of crash or brush. Be aware that sparks ,from lawn mowers, etc.) Will start fires. . Cigarette butts must be extinguislhed. Automobiles with catalytic converters can ignite dry grass it the converter is in direct contact with the ",xass. Firefl.ghting is most reliably ensured by an adequate supply of water at a proper press, .re The proposed: ws,ter distribution system will provide that reliability. Also, a s"ficient nwaber of paid call. firefignters should be recruited to provide a reliable firefighting force with a rAinimal response time. 4.1.5 Rare_ Vegetation A majority of the rare plants Mi the property are found in areas in which no construction will occura The remaining axons which contain rare plants will contain residential densities of greater than one dwelling unit per acre. The low dwelling unit density will aid in rem during the adverse impact on the rare plant populationi further reduction in impacts can. be achieved by identifying concentrations of Polygonum, and requiti.i g construction to aVoi.d these concentrations. 4 4.2 Alternatives to the Proposed Pro-1eet Alternatives to the proposeu project includea a project with cluster, or multi=-fLUAily` housing units. a project with smaller lot sizes. a project with larger lot sizes. . no project. The first two above listed alternatives are not considered feasible. Cluster or inulti-family housing units are not in k,neping with the rural setting of the project site. The greater denpity permitted under multi=family housing or smallbr lot sizes could result in a greater eoxisumption of domestic water, greater quantities of wastewater generated, greater energy consutliption, a severe impact on the aesthetics of the .region, more traffic generation, etc. Bt0ed on the percolation studies, the project site can adequately accommodate the t. quantities of ws.steWater anticipated from the f individual systems. Lot layout and size have been f specifically tailored to land capability for onsite � disposal of wastewater, At increased densities, a severed project- Would be required with i+tt�, tewater treatment at a small treatment plant, perhaps l a p8ckago pliant Or ponds: This action would result 3;n increased development coots which would increase tho pr.1ce of the individual lots to the dchsumer. B A project with larger lot sizes wouo d reduce the number of parcels available and reduce the potential impacts ol! the project4 it would also result 'in a lower return on the developeris invebtinont. Additionally) it inay not represent the most efficient use of the land, The soils are eon sidt+red to poeoess severe limitat. bIA for agr eult;lral use. The demand for housing in the Paradiee area is inc'reatdint. Therefore,; to preserve prime agricul tui l lands; lands with matSixidl er no ag.ricultuval benefit; sh-ould be developed for residential use to tht, taxi' mut density, 4s5 1 r , 1 permissible (Onsistrnt with pl '11,10 ng Cot)$tr'aitits and 0nvirotimentit I considerations. The "no project" alternative would preserve the present nature of the project; site with no changes in the status of the environment. It would not remove 4: ,k or lessen the current demand for housing in the' L, Paradise arca. Therefore, the housing would I probably be erected el sewhere on a si Le ei tiler more or less favorable than the site under consideration in this report, 4.3 The Pela';,onship Be,,tween i.ocal Short-Term Uses Of fan's Crivir-onment and the Maintenance of �:on9 „Term 'Productivi,ty... -...- The principal environmental Offer Ls of the proposed project are long term in 'scope: The short-term effects would be primarily 'those impacts discussed in fiertions 3.1 and 3.?. The ronstruction of a subdivision vith a reliable water system would have the impact of pormaner►tTy converting the area froth open space to lrosidolitial. The sivailability of �5 Lnri prr�5tJIC"C Uf :UbdiviSion i will 'Lend to encourage t1'te transition: from a F.al'.Cljr t"r. 1" lcp-e.a !!";.si,y rione top into o r developod rural aoc•a. ? i i " coils idei"ilig the long- t,r.rrn p-odurrtivity of r the envir"onri+ent oil an ar0aWlue Or r'C'gil)nal basis this urea is wo 11 suit d for residential di':ve10pine lit . The soils preclude i tt use for tirnoeror agricul tura"I production, and residential dovelopment in this at-e;a would reduce the conversion of prime timber lands and,agricuIIura1 lands in other area s to resi'lentia`1 . use, 4:4 IrrovF,,rsible Environmental Changes lti'hich Would Bye involved -inrth,e,_Pa-000sed Action Approximately ?'90 acres of currently undeveloped inrush and grass 'lands will be irr4etrievably' cbrgmitted t) single -family residences on rural size lots. This in tu,rt could lead to accelerated doyr iclpr"ent of adjoining parcels. The favorable irreversiblo change it the Conversion of land Frith little agricultural or tirber--producing potential to residential 'use, thus rsduc1tic the cc.-,v,,.rsion o hrrirr.e land to k res ll"ri7tia I u er p� A µ K �r .7 Jhe CIr0%-1t F• 1"r11�4Jrt,W `' ''iCt 0' P'rri�;.",e..4 rnr.'5Ct I f t it ailtici ate.,d 4PrF i rci,j?ct °;ill f,ave tiro " C C a 4 i r: C t o ��! `✓' a i. 4.li s e r o w t h tA- t o k ' , " "w :rr':F,•st`t t r41oil Cf Yt �4 4riw:tti phis is I. C L r A to tI,,e District of an rxp,anded „,ater supply sysL,m, past dovelopment in this aroa has been severely restricted by lack of adequate water Supply. 14 The adjoining Paradise Irrigation District, wIfich has a wt+Ler system, has experienced rapid grow Lh during the past, 40 years.l It is generally accepted that development tends I� to attract further development.. TCh'is project could attract fu'rth%or development along Pentz-Magalia Highway sough of Par;ldise, "fi l l i ng Il i the gaps" y '" created b a checkered develo,pmeht; along the road, This would somewhat relieve deve'lopr1eht pressure un the prime aoricultu~al lands. 9 � r j `y' i RLI'LRLNCI,S 1. BUTTE COUNTY GENLRAL PLAN, NOVEMBER 1977': P. CREELY, Robert Scott, Geology of the Oroville Quauranglet. California, Bulletin 18�I, Cal ifon^►1ia Division of Mi11s and Geol r ',y, 1965. 3, BAILEY, E. H; GeoloV of Northern California. Bulletin 190, California Divtsinn of 1�inrs end Ge61'69y.,A 196'6. 4 SEISMIC SAFETY I LIiLNT, BUTTE COUNTY GENERAL PLAN; MARCH 1977 5, PACIFIC GAS & L'LCCTRIC CO,, 'CHICO ENGINEERING OFFICE, perSonal communication, April 1979. 6. LAND USE ELM-WNT, BUTTE COUNTY GENERAL PLAN, REPRINT, FEBRUARY 1979, 47, BUTTE COUNTY PUBLIC WORf:S DEPARTMENT, TRAFFIC SECTION, personal comttunication, Ap-il 1979, 8, CAtIFORNIA DEPARTMENT OF WATER RLSOURCE5, Lime Saddle 14aLerSupply end i)�stri'butinn Sy,�tem Repo�wE, Swpt4rr�ber 1978, ._ I 9. PARADISE FIRE PROTECTION DISTRICT, SOUTH LiBBY ROAD STATION, ptrsonal cuwnunication, Aprii 1979, 10. BUTTE COUNTY SHERirr'S OFFICE, PARADISE, personal communication, April 1979, 11, SUPERINTENDENT Or SCHOO[.S, PARADISE UNIFILD SCHOOL ,DISTRICT, personal cmununi'cation, April 1979, 1�. CALIFORNIA DEPARTfIEV or FINANCE, POUPLATION RESEARCH UNIT, Population Estimates for Caltifnrnia Cities and Counties, Januar^ ' l", 1977 and knu ry l `�i978`" `S d ^antento, 1."ay 8"108: 13: 8MEC6�?i';TY 1'.'.riT`t� L .'t";a,'�SF';i;"ti�flCl;� PLAN FIRVIROiX- NTAL IIIFACT FLrPORTY 1"4 1.RCI1 1975, 14. r.ILIS'ROLLS AND ASSOCImn for 1. me SADDLE I;t IGATION �T I�? �`,�r ir.�y `s =,w it i l i t r ,.,port for 1iv1 s—G1Auh5k t U, S �1 � 14� J i 15. Ahaict� LowellLetter to Oeciclis, biisco-111 and Aesoca:ateo May 71 1979. s A'PPKII 1 X A r DLSCRIPTiOir'S OP SOIL PROFILE TYPES r is rYP:E A SOIL PROFILE Thin soil profile consists of two distinct lenses resting on, the lava cap: Uppermost lens is organic decomposition and peat Material; dopth varies from 0.2 foot to 0.7 foot, Readily identified by color; odor, spongy feel,` ar►d frequently by fibrous j,.. texture, The "peat" layer is common to all soils cIassificatioris: Clayey silt; clay content and hardness increase► with depth, Crumbly in place; reddish bro'qn to_rurt colored._ May or may not contain cobbles and boulders to 24 -inch diameter. No apparent volcanic debris, Plasticity ranges from lot+1 to high, Oi1atapcy varies from none to slight, Depth varies from 1.9 `'eet to 6.0 feet, average depth --3.,7 feet. The extent, of this soil profile i s rather• l imi ted, �t It totals zbout 22 acres in five different locations, The absence of Valranic debris could be explained by erosion of the deposits, but is more 1ii,e1y to be ,just an accident of nature, Although the soil depot is rather shallow, -this soil profile exhibits an excellent percolation rate. Hol.: 70 in the' region adjacent to the highway exhibited a percolation rate of one inch in thim,.•ao minutes. Only nine erploration "I'l%enyhes oxhibited this profile. d 6� TYPF�8, SOIL 'fRdFi1,12 This soil 'profile con=sists of two distinct lenses;' U'pperin0st: lens was the peat layer previously described. Clayey silt, containing very little clay. 'The soil was reddish brown in color and exhibited a uniform dj stribu" on to the bottom of the hole. Roots pcnetra'ted to the 6-7 feet rango. Tho ;material was relatively soft and could be easily disturbed at the maximumd,tipthi Depth ranged from 7.6 f:�et to lO.feet, aVerag�� dep� h--8.8 feet. Plast` Plasticity was very low, and was 1• S1jght, The extent or this soil profile is extremely limited, having be'on found 16 only two exploration trenches. The total extcnt i5 approxi'mate'ly 6 acres: Soil depths are in excess of 7 feet and the percolation ratea ar*e excellent. Percolation rates are 7 inch f. in.-4 minute's at Trenches 46 and 3. t ` TYpt C s01L PR0F1L This soil profile consists of three distinct so hori zons Peat, o.� foot to 0.1 foot: Clayey silt with variable char,)cterstics: plasticity ranged from low to high and dilatancy from soney what to none he soil is generally crumbly and hardness Oases with depth. While it may or may not C-UlItain cobble, the total absence of cobble would be unusual. The i-n-placo color is reddish brown; dry to rich brown, wet. Depth ranges from 1.5 feet to 10.0 feet; average depth --3,8 feet. Decomposing-volcan-c debris in a clayey ' the vol silt matrix Thi soil horizon appears ears to be a cohtinuatir of the above VI lc debris comprising from 10 to 60 percent of the toil r„ass The decomposing dt-bris are discrete ''bombs" which exhibit a t-haracteri sti c yellowish' grey color.' Plasticity of the Yellowish - ma is low to medium, tehding tMlard medium. No dilatancy was evident. Depth ranges from 1.0 foot to 5.0 oet with the average depth 2,3 feet. pr files on ':he project site. A total of 42 exploration w s soil profile is tht roost extensive of 611 soil trenches exhibit this soil nrofi l e, I,opreseriti ng about 100 acres: This soil profile byhibits adequate percolation rates; in the range of from one in 5 minutes to one in 80 minutes, TYPF,D soli PROFIL This soil profile, similar to 'type C, also consists of three distinct lensr:ss t y Peat, 0.2 foot ti.o 1.0 foot. Clayey silt, similar to the saint- horizon in Type C soil. Depth ranges from 0,5 foot to 6.0 feet, with an average depth of 3.0 feet, Cemented•volcawic debris Consisting of ash, cinders, sands, and cobble. This composition is very �A' rd and wi7.1 not percolate water. It is crey in color. The depth is inP tern pant Because it was never completely penetrated but the depth of entry into the horizon varied from 0.5 foot to 4.0 feet. The ektent of this soil profile is rather limited: It encompasses about 42 acres in three locations, with three-quarters of this acreage (32) found at the southern edge of the property nnar t'he section lfne between Sections 6 and 31. This profile Was foundin 11 exploration trenches. 1; u t 'fyPEjl SOIL {'h�fflf.E A i This soil profile is the only soil profile exhibitingfour di 9ti nct $c.i l s hori ions Peat, 0.3 foot to 0.8 foot. i^layey silt with a low to medium clay content. Hardness increased with depth. Low to medium plasticity and dilatancy was none to slight. Cobble content ranged from none to approxilnaTcly 20 percent. Tn-place color is a rusty brown Depth ranges from 1.0 foot to 3.0 feet. Decomposing volcanic debris in a clayey sift matrix. This soil horizon is identical to the lowest soil horizon in a Type C soil profile, Depth ranges from 1.0 foot to 3.5 feet, with average depth 19 feet, Clayey silt to silty clay, silmilar to above clayey :silt hori.on, but with a higher clay 0 i5 harder, do-ker brown, and content. Sol L ticity than above. So exhibits a higher plas moisture present in this horizon. Penetrable depth varied from 0.5 foot to 4.0 feet,, WitK an x:veragi� penetration of 1.6 feet. This soil profile is of limited extent, being represent',zd in 10 excavation trenches for a total acreage of about 40 acres. Percolation rates are expected to be moderate to low, The only percolation rate determination ,iii this profileresulted in a rate of one inch in 70 minutes. MV, --- -- _, it 1YF'E S0 L.PRO'F,1I.E e Thi 11 soil profile consists of two distinct lenses. Peat layer', 0,5 foot to 1,0 foot, average 0.9 foot. Clayey SO t., With clay t.,Ohtent density, aid hardnes's increasing t,;th depth. The soil is rust colored in place and coitains no cobble or volcanic debrisRoot eneteation is slight, p Plasticity ranges from medium to high with no dilatancy. Depth to refusal ranges from 2,0 feet to 5,0 feet, with an average of 3, 2 feet: The soil profile is very similar to soil Profile except for higher clay content which increases the har4n4ss and causes refusal to occur at alesser depth than Profile a-. The depth to bedrock was not determined, The area] extent of this soil profile is approximateiy ca' 43 acres as determined by 7 exploration trenches, w is �u $oil. F'RO ILE 'F •#, Tris 50i roofile 1'eprr5ents LInose areas Whic-h exhibit a vor�l shallow depth of soil over the Wider- 1 lying lava c,p�. rhesSol l appoar,, to be, sediments, carried by wind and gator from the higher surroun,diltg elevations. The soil layer is ,imilar to the predominant clayey si 1 is to the area with a rninimum upper lens of peaty material. 'rhe soil may car may not contain cobble. Since the SOO depth is less than 2 feet to bedrock, it is unacceptable as t�astewater disposal area. The areal extent of the Type,G Profile is r defined by the 2.0 feet sail contouand tocompasses approximately 70 acre's, or 18 percent of tha project sifiz i In the Type Gi al-Las, 10 exploration trenches were attetnhted, ranging iii depth from 0,3 foot to 2„0 feet. y , APPLIMIX B rEASIBILITY F t1NS11`C t4ASTtWA'1FR DISPOSAL .- L { An extensive lhvei,,tigntlon of the projec+ site Was conductedto as sess the feasibility of o.,'site Wastewater disposal 1. by ii;dividual systeips (septic tanks). The extent of thii; investigation was based on the require n,pnts of the 'butte County DLSpartinent of 1-ieal th, Ehvironmental'Health Division, for installation of h individual systems. The p±•incipal requirements for installation of individual systems include: a pptmeable soil depth of at least 2 feet g;,round slopes or the leach field site of less than 30 a percolation rate of 1 inch in 120 minutes or less These basic parameters are used to determine minimum usable lot areas necessary for fields, which in turn oUghly determines hiinUO lot si rniize. The complete requirements, for leach field siting are found in Butte County Ordnance No. 6tl1; presented a, Appendix Table Bel: SOIL DEPTH The depth oi` permoable soil was determined by using a bacl,hne to dig soil e>,ploration trenches to retru'sal. ± DaYol opiyd lthrruul�nut the s i t� a;ere gl soil uxpl orati on trenches t.c assure that representative soil depths were_ obtained foto the entire site, the l baati on of the soil exploration sites is shOWn on Figure B-1 aid the prdr±reabl a sol 1 depth prof i l es are shown on Pigure 94i f F ■i .... ...,. .... 1... _._ _. .. .... .,.. ..;. ..... ... .: war Al M;.: fi APPLIMIX B rEASIBILITY F t1NS11`C t4ASTtWA'1FR DISPOSAL .- L { An extensive lhvei,,tigntlon of the projec+ site Was conductedto as sess the feasibility of o.,'site Wastewater disposal 1. by ii;dividual systeips (septic tanks). The extent of thii; investigation was based on the require n,pnts of the 'butte County DLSpartinent of 1-ieal th, Ehvironmental'Health Division, for installation of h individual systems. The p±•incipal requirements for installation of individual systems include: a pptmeable soil depth of at least 2 feet g;,round slopes or the leach field site of less than 30 a percolation rate of 1 inch in 120 minutes or less These basic parameters are used to determine minimum usable lot areas necessary for fields, which in turn oUghly determines hiinUO lot si rniize. The complete requirements, for leach field siting are found in Butte County Ordnance No. 6tl1; presented a, Appendix Table Bel: SOIL DEPTH The depth oi` permoable soil was determined by using a bacl,hne to dig soil e>,ploration trenches to retru'sal. ± DaYol opiyd lthrruul�nut the s i t� a;ere gl soil uxpl orati on trenches t.c assure that representative soil depths were_ obtained foto the entire site, the l baati on of the soil exploration sites is shOWn on Figure B-1 aid the prdr±reabl a sol 1 depth prof i l es are shown on Pigure 94i f F ■i .... ...,. .... 1... _._ _. .. .... .,.. ..;. ..... ... .: war Al M;.: u TABI.E B-1 BUTTE TE COUNTY ORDINANCE NO. 601 ' M1NIMUM USEABLE i.OT AREAS I�OR SUBDIVISIONS AND LAND DIVISIONS WHERE INDIVIDUAL SEWAGE DISPOSAL. SYSMIS ARE TO BE USED; M111114UM SEPARATION DISTANCES (crfective 3/27/l7) i A. The requiroments below for sewage disposal ary appfiicab1e to single family resid-,ntial subdivisions and land divisions, ror other subdivisions and land divisions where there is at least 7`of soil, the required minimum area for ;sewage disposal shall be sufficient to allow for the installation of a septic tank system designed in accordance with the current, edition of the USPH Manual of Septic Tank Practice provisions relating to 1eac:hing fields This minimum area shall also include area for 1000/0' r°placement of said system. For other subdivisions and land divisions where there is less than i' of soi1, t'-. reqwired minimum areas shall be computed proportionally udsed upon sewage flows expected 'Sion yand thfrom e he ndivision ubdivi in guestibnj sewageflowsoxp&+edfrom asinglefami B, Useable lot arta shall mran that area of tie lot useable for installation of an individual se�,)age disposal syr,tein Useable lot area shall not include areas contained in the fo11owing 1) Building setbacks required by County Ordinance or the Butte County Code unless approved by the Health Department and Depart►ront of Public krorks. 2) Easements dedicated or reserved for surface or underground, impror0ements unless dedica .ed or reserved for sewage disposal purposes on the approved and recorded map. 3) "aterte-,,ts for access or roadway purposes, 4) Areas occupied by structures and within 5 feet of existing Structures or to bc,tccupied by structures. For purposes or` ,sintlt..family residential lots on 1,hich tti�erc are na W'>;� sti na .structures; this ai"ea shall be iitimed to be 2,500 sg,jaVe feet: 5) Areas Within 5 feet of tho proptrty 1 i'ne, 6) v;ftirth do, Y+tit with `iiL ii'iniitium ���arat'IOri uifit',tYG`c'y cr,.,Yn in below, 7') r.VLd ar6at or artat proposed to bt- payedo where the per rc rate txuecds 50 jrri n% i n n 8) Artiis With a slope in (Yccss of 30%j 9) Areas where the pe)�colation value is in excess Of 120 ruin/in. 10). Areas with less than 2 feet of soil abcve impervious stratum or groundb;ater, C. Fach lot in a single -'family residential subdivision and land division shall provide the winimum area for sewage disposal found in Table I attached. Areas shown is Table I up to and including 2.0 acres are minimum useab15 areas for sewage disposal as defined in Q above, Area in ' Table 1 in excess of two acres are minmurn,gross sl 20s pravi�'e""d'"ho►"ever tha"stiehoss arce`ls steal -1— contil —no than tt,a acres of ussab� e--a-r a as efined � n �'"a Go _ �.�.;�..._.,, NOTES; a, An impel>,+ious stratum or layer is a bed or tense of fine grained soil rock LOmented material, or similar soil structure which retards the downward movement of taster. A stratum, which has a percolation value in excess ' of 120 minutes per inch and/or in which.six inches of water will not seep completely at;lay in a 12 -hour period, shall be deemed to be impervious: b. Areas faith less than two feet of soil, slopes in excess of30%, or percolation values in excess of 120 min/t..`h are deemed unsuitable for septic tank systems: In addition to the other reVire;aents of these standards, 'se►,age disposal areas must be of such a cbnfigu)—W66 that it is practicable to use then as disposal areas based upon st systems andard practices for the tinstalla4ion of septic tank 1 , 6 f i i fJ t �J U rJ U 2J U U Q U U (i J P) CJ e 1i /y 1r e, u U U U U U +J tJ U V U 1.) U U IJ ii. t: ly 1v I 1:. U I7 tI 17 .'1 17. 1 11. U :J v U' U 9.7 1% 1' i' r) '.li 1 .-. U." 1..'.:4'1 t•l L "'1 a."1 '4'1 L'1. �w �`1 1.'} '.'i %,-1 Le) t'y :ti IQT 1!) 0 1'> 1:1 4:) 1`l r--�) o Cl t 1A U J y t-1 1.- 0 U N V) C) V) N t1 l) N) .7 7 - U 1+ t-1 t) U :) U 14 U rJ CJ ci U V fJ i`I rti t'1 t'1 P U U - p t+ )i 1,# U U '14 �C), � P i P 14 )i ♦. -i w ro -C U tJ 1 U. U U U r, U U U U U U tJ U: ti,. 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