|
COLORADO SAND AND GRAVEL—SANDY ACRES 2nd AMENDED APPLICATION
<br />H
<br />W
<br />I
<br />N
<br />F
<br />III = 2001
<br />SEp 2 8 69
<br />T -- -
<br />�E
<br />�TP<
<br />I
<br />D a B'1
<br />I
<br />Tc
<br />�I
<br />ll
<br />h
<br />DaA
<br />1Z
<br />/ /V
<br />A PART OF THE NE 1/4 OF THE SE 1/4, SECTION 26 AND A PART OF THE
<br />NW 1/4 OF THE SW 1/4, SECTION 25, T I S., R67W., 6th P.M., ADAMS COUNTY, COLORADO
<br />EXHIBIT C -2 AND I, ORIGINAL CONTOURS, EXISTING CONDITIONS (9i'
<br />AND SOILS INFORMATION
<br />Sheet 2 of 4
<br />-- T— - -- T
<br />—E — — — ' _ _ 7 L Soil Characteristics - SCS Information
<br />^r'= Tc - Terrace Ester marts
<br />\
<br />`
<br />l
<br />/3•• /
<br />/ /
<br />•TH3
<br />r
<br />4U
<br />,•
<br />These deposits occur as break or steep side slopes adjacent
<br />to the channels of present or former streams. Thev also
<br />occur as steep faces of terraces chat. border bottom lands
<br />and flood p a Ina. This land type consl sta of a IUVIn■ of
<br />viable materials and is very shallow over gravel and sand.
<br />These materials have a In a m y sand or sandy loam surface
<br />laver. In many areas this layer is 5 to 2n percent gravel.
<br />The surfare layer varies in reaction from place to place and
<br />O „5
<br />NIAA A /
<br />N
<br />TS ;.
<br />°` /
<br />in places is calcareous. Much of this land type is rapidly
<br />being mined 'or sand and gravel.
<br />A - Dacono Loar
<br />Those deposits consist of 0 to 1 percent slopes, these soils
<br />formed in loamy alluvium that ,verlles sandy and gravely
<br />— F. — Electrical Line
<br />r.n
<br />—I— Telephone Line
<br />CLAY, SANDY, SILTY,
<br />® - Area of No Original Topsoil
<br />a11UV131 meter l Al a. Dacono soils ahsorb water slowly, and
<br />their available water capacity Is moderate. The soils are
<br />suttable for roots to a depth of about 24 inches. This soil
<br />/
<br />® - Existing Luke Area ns of 9/87
<br />/
<br />❑ TS - Existing Topsoll Srnrave as oI 9/87
<br />/
<br />- - - -- - ORIGINAL TOPOGRAPHY
<br />has the profile described as representative for the Dacono
<br />�_- SOIL CLASSIFICATION LINES
<br />/
<br />(
<br />NDY
<br />_
<br />// /\I�jI_v
<br />;`'�*
<br />,a
<br />MOIST.
<br />aeries. It contains 5 to 15 percent gravel in the surface
<br />laver and subsoil, end l[ has a sand and Rravfl I a y a r
<br />between depths of 20 and 40 Inches. Runoff Is al.w. THe
<br />hazard of water erosion is 8119 ht,
<br />T/
<br />®7P,3
<br />16 e/
<br />TH 4
<br />18
<br />I. TEST PITS WERE EXCAVATED WITH
<br />Day- Dacono Loan
<br />These deposits consist of I to 3 percent slopes, has a
<br />profile similar to DaA, but it has a thinner surface layer
<br />and subsoil. Runoff is medium, and the hazard of water
<br />FR
<br />LJ
<br />I TS'
<br />I
<br />I I
<br />R
<br />� LRJ
<br />I
<br />T.S %
<br />07-P i
<br />r TRAILER
<br />�
<br />r- 1'IfIE -W001D
<br />P S
<br />W I /
<br />THH 2
<br />L/
<br />✓r
<br />PS/
<br />1
<br />I
<br />I DaA
<br />iy
<br />�I
<br />TS
<br />II P
<br />l �
<br />P
<br />eras {on Is moderate.
<br />® TP 4 NIA- Nunn Loam
<br />These deposits consist of D to I De r. ant slopes, the Nu.:n
<br />- series consists of well- drained, nearly level soils on
<br />terraces. The soils formed in loamy alluvial material.
<br />EA BE //VG / Nunn soils absorb water at a moderate rate, and the
<br />available water capacity is high. Permeability is slow in
<br />Nunn soils that have a clay loam surface layer, and it is
<br />XCAVATED / moderately slow in those that have a loam surface layer.
<br />The entire soil is suitable for plant roots. The areas for
<br />this soil are irregular in shape and range from about 10 to
<br />a • 101) acres In s ze. This soli is stmt l a to the
<br />representative soil for the series, but it has a thicker
<br />surface layer and subsoil and is less susceptible to
<br />4i erosion.
<br />rP 3
<br />rP
<br />O
<br />THE
<br />rH 7
<br />O
<br />rH
<br />O
<br />I_SI!- �II_�,
<br />rH 3
<br />ft t V 191i1VJ ENGINEERING /SURVEYING
<br />TE DESCRIPTION INITIALS
<br />U- GEa/E,e'AC ,sr ✓isro �A✓
<br />86-70
<br />QUEST CONSULTING INC.
<br />DENVER, COLORADO 80221
<br />(303) 428 -8438
<br />DRAWN BY- 6 A J
<br />APPROVED, R AJ F
<br />P5
<br />9„
<br />OTH B
<br />F/
<br />Flood_ Plain Information
<br />TH 90�
<br />Pinewood
<br />`'�
<br />The property is not within or adjacent to any design a e
<br />fd
<br />or
<br />apparent 100 year flondplain arras.
<br />Land Use Legend
<br />DISTURBED BULK SAMPLE
<br />�RJ - Residence
<br />— F. — Electrical Line
<br />r.n
<br />—I— Telephone Line
<br />CLAY, SANDY, SILTY,
<br />® - Area of No Original Topsoil
<br />MOIST.
<br />/
<br />® - Existing Luke Area ns of 9/87
<br />❑ TS - Existing Topsoll Srnrave as oI 9/87
<br />/
<br />- - - -- - ORIGINAL TOPOGRAPHY
<br />®
<br />�_- SOIL CLASSIFICATION LINES
<br />Sandy Acres Test Pits - TP $ ,
<br />Taken 9/85 showing Inches of
<br />Topsoil
<br />Sandy Acres Test Holes - I'll
<br />T.1, 2 /PI
<br />TEST HOLE I 2 3 4 5
<br />ELEV. 5021 5028 5028 5025 5022
<br />r5030
<br />ft.
<br />W
<br />W
<br />2 � J
<br />eJ J
<br />• , 1 1 i
<br />s s
<br />i
<br />• i
<br />• ; ` i \ 40
<br />so SOJ
<br />i
<br />i
<br />Pinewood
<br />Est a res Test PI t 9 - TP
<br />Taken 12 79
<br />fd
<br />SILTY, MOIST, ROOTS.
<br />DISTURBED BULK SAMPLE
<br />' ?V
<br />..
<br />=
<br />i i �
<br />•e. ..
<br />P� •
<br />:��s�
<br />CLAY, SANDY, SILTY,
<br />W WATER LEVEL AT THE
<br />MOIST.
<br />I�7 TIME OF DRILLING.
<br />BAG SAMPLE INTERVAL
<br />®
<br />SAND, GRAVELLY, CLEAN,
<br />V
<br />MOIST.
<br />NOTES:
<br />I. TEST PITS WERE EXCAVATED WITH
<br />®
<br />Z
<br />10 U
<br />is :v
<br />va
<br />10
<br />Z
<br />2- TEST HOLES WERE DRILLED WITH
<br />A 4° DIAMETER CONTINUOUS
<br />■
<br />BEDROCK, CLAYSTONE.
<br />FLIGHT AUGER.
<br />3. ELEVATIONS TAKEN OFF A TOPO-
<br />GRAPHIC MAP AND ARE APPRO XIM %IM ATF
<br />—15
<br />15
<br />2 � J
<br />eJ J
<br />• , 1 1 i
<br />s s
<br />i
<br />• i
<br />• ; ` i \ 40
<br />so SOJ
<br />i
<br />i
<br />G.A.J. 5-26-'87 to I1��III ��EEI ��EEI ��l�l II�EI �I�EI �I��l �II II �I�E Ill
<br />00014454
<br />LEGEND
<br />TOPSOIL, CLAY, SANDY
<br />fd
<br />SILTY, MOIST, ROOTS.
<br />DISTURBED BULK SAMPLE
<br />IY TAKEN.
<br />❑
<br />CLAY, SANDY, SILTY,
<br />W WATER LEVEL AT THE
<br />MOIST.
<br />I�7 TIME OF DRILLING.
<br />BAG SAMPLE INTERVAL
<br />®
<br />SAND, GRAVELLY, CLEAN,
<br />U
<br />MOIST.
<br />NOTES:
<br />I. TEST PITS WERE EXCAVATED WITH
<br />®
<br />SAND, CLEAN, MOIST.
<br />A BACXHOE.
<br />2- TEST HOLES WERE DRILLED WITH
<br />A 4° DIAMETER CONTINUOUS
<br />■
<br />BEDROCK, CLAYSTONE.
<br />FLIGHT AUGER.
<br />3. ELEVATIONS TAKEN OFF A TOPO-
<br />GRAPHIC MAP AND ARE APPRO XIM %IM ATF
<br />G.A.J. 5-26-'87 to I1��III ��EEI ��EEI ��l�l II�EI �I�EI �I��l �II II �I�E Ill
<br />00014454
<br />
|