|
' I / ,' I `;: • �\ J• / .;;; ; it ! � I i :
<br />' MOUNDED EXCESS GROUND WATER /J
<br />�J INERCEPT AREA BEGIN
<br />�_ / I1 PERFORATED - - - - - -
<br />---- - - - - -- PIPE I ; _ \ /
<br />\ —_ -- _\\ t 1 I r
<br />--------- - - - - - - r iQ -D4UI ------ .lrgpoROX.
<br />- - - - - - - - - - - - -- - - -- - - - - - - - - - 5 @38 _ _ _ _ ; -, v �� - �� �\- - - -- -- - �—� - - -� -- ` - -- - I -- - - -- - -- . - - - - -- t'- �C�°L1
<br />- - z- $ECT�33 1 \
<br />`.� i+ E 4f 1 i V` '
<br />'' I' 7 L t `� // \ ( `1 j ` / / •` J L L___7 i I ! i' • i \ li' J
<br />RESIDENTIAL ii1CCESS ✓% I / 1 i
<br />;' 1 � / l � t j `-•.
<br />it " � L i ` � `�% I' � I `4 ! L � ` r L,. � l � r 1 1 `•. 1 /� / I ' � i'
<br />j __7
<br />1 1'._.
<br />L
<br />- STEGNEit' FAM \ LI
<br />_ l — Y i1 ' L`�' — AREA '
<br />) L x 7 — RESIDENTIAL
<br />1 1 / ? `� i. l � `'" • / `r �- -`r -`-, ` - �'� 1, � �- /' � - � ' ^ ,` ; L) I / r � ` r `-, / / -_ % � • +! \ 1 r � I j I
<br />1' C) i ; L� I -_�. i, ~. �` j` �� �� L._ ` �` ` It Ij /\ t \.\ 1` '` !I . •I �I .
<br />7`. � ! ? ! ` I t n `1 : � i ,.._• l '\ t � ` :. / L � .if —� — I 1 \ I ♦ / , I \
<br />1 �'� �. l '�
<br />1 �i / ) ` � % ( �. � i `" f / •"> I ! �--, � % ( ! '' ice, �-- r "` 1 ! ! � i j r I rl � . , � � 1 I ♦ i I � \\ 1 :
<br />J 1 h EXISTING j l
<br />Z 1 i !`' / i �_ i `_ / l _'1 BARN
<br />_1 I L ✓ � I 1 I
<br />-`1�]
<br />W Y, I X / �. Z`
<br />qq 1 7
<br />o III 1'1 �/_ i t`�hX�1P 513�EL'VATION
<br />Z I L J ,� j - ! a- , L, / 1 - --
<br />_ � "1 �i, �1 � =, / � i � '` f1 ` , I`_ , •`.-„ j . Jt 7 1' / +, ' - , / / / I
<br />It' �•T; l j 1 i t- I, `J l r 1 ; _� i mot:., �* I - - - - - -- - - -- - ! ! I
<br />Ll1 / ` X
<br />5037 / `
<br />�• ! l`� I �i t4j• t ) ' 1 '
<br />% `` l J /.I `' \. �.yC! ,. / /// // - r•
<br />1` , � � /•
<br />M i N
<br />i1 ' —�-1 `� ? r I `,`. I/ r / t0 i' to i
<br />I. -5041 '-, L � , o
<br />it
<br />i .c_
<br />�r L� / � w. l • ^may (/ � \ _ I I I i
<br />,
<br />- - - • f 1 Ow(y �• 71' j Z 1•, i i ` � _7 1 7 r. I /' 1 I �r
<br />- 7 C` r �i �/ !� / SPILLWAY \
<br />TRANSITION 5036 \ i 1 �j ` - 5039
<br />1 ORATED /I �� / ` � i 5038 '
<br />-- - - - • SWALE OUTLET TO I '
<br />SOLV -7
<br />1 \ 6" SOLID .' r �-�'" `5035 �L X34 EXISTING ROAD DITCH
<br />PIPE \ ' �\ ys OVERFLOW/ DRAINAGE �"
<br />... —... —. _.. — —.. - -- -- - -1 -- 5027 - ._.� .- . -..-'— �-_' --� =-5025 I �• ,
<br />-- -.� --
<br />~ 10" PVC - — — N .89124!24 ". WL- 2639,45...
<br />\ -- -- %.
<br />- - T TAYLOR & GILL DITCH 4' '
<br />SOUTH _ RESERVOIR DRAINAGE
<br />L.i
<br />01 ' PROPERTY N I i / �' / / / l CITY OF GREELEY 6" SOLID SLURRY 6" PERFORATED PIPE - -
<br />00 i I EXISTING WATER PIPE SLUR 600' RCHARGE AREA (TRENCH TO BE SAND AND GRAVEL) ! /'
<br />C I PIPELINE I _
<br />LEGEND:
<br />NOTES:
<br />TYPICAL SPILL CHANNEL DETAIL
<br />NOT TO SCALE
<br />NORTH
<br />0 50 100
<br />SCALE:1 " =100'
<br />CONTOUR INTERVAL = 1'
<br />1. SLURRY WALL ALIGNMENT PROVIDED BY PETER EPP AND ASSOCIATES AS
<br />APPROVED BY CAMAS COLORADO.
<br />2. RECLAMATION PLAN BASEMAP AND INITIAL DESIGN & ENGINEERING, WITH
<br />CONTOURS PROVIDED BY BANKS & GESSO, LLC.
<br />3. LOCATIONS OF PHYSICAL FEATURES AND STRUCTURES ARE APPROXIMATE AND
<br />SHOULD BE FIELD VERIFIED.
<br />4• PERIMETER DRAIN PIPE ALIGNMENT AND ELEVATIONS PROVIDED BY BANKS AND
<br />GESSO AND DIRT DOCTORS
<br />NOTE:
<br />RESERVOIR DRAIN PIPE AND SPILLWAY SWALE SYSTEM
<br />ENGINEERED BY BANKS AND GESSO, LLC. PLAN HAS
<br />BEEN REVISED TO RELECT CONVERSATIONS WITH
<br />DESIGN ENGINEER AND LANDOWNER TO RESPOND TO
<br />ON —SITE CONDITIONS. TTRMC PROVIDED DRAFTING
<br />SERVICE TO UPDATE THE MAPS.
<br />Permit No. M_1999 -021 Confidential: NO
<br />Class: Revision Type -Seq.: TR -04
<br />Specialist: ACS
<br />From: Aggregate Industries To: DMG
<br />Doc. Name: Revised Reclamation Plan Map
<br />Date: 8 -2 -2004
<br />REVISIONS
<br />N0. DESCRIPTION DATE BY
<br />t 1 REVISED FOR TECHNICAL REV 7/26/04 1 SR
<br />RECD-' _7
<br />AUG C':.,04
<br />Division of Min:,_ .. - aolopy
<br />DIRT DOCTORS
<br />STEGNER FARMS PIT
<br />REVISED RECLAMATION PLAN
<br />TETRATECH RMC
<br />1900 S. SUNSET ST.. SURE 1-F, U)NGMDKT, 00 80501
<br />TEL 303.7725262 METRO 303.665.6263 FAX 303.665.6959
<br />DESIGNED BY: KF APPROVED BY: 88 N0.
<br />DRAWN BY: SR DATE: 03 -15 -04
<br />CHECKED BY: RR IscALF. AS NOTED 3872002.0
<br />EET SHEETS
<br />1 1
<br />AS —BUILT SLURRY WALL
<br />ALIGNMENT
<br />— — —
<br />PROPERTY BOUNDARY
<br />— — — — — —
<br />— EXISTING WATER LINE
<br />EXISTING TREES
<br />EXISTING CONTOUR
<br />5038
<br />PROPOSED CONTOUR
<br />PROPOSED TOP OF POND
<br />5027
<br />PROPOSED PIPE
<br />ELEVATIONS AT INVERT
<br />10" PVC RESERVOIR
<br />DRAINAGE PIPE
<br />— —
<br />— PERFORATED PIPE
<br />SOLID PIPE
<br />CLEANOUT
<br />NORTH
<br />0 50 100
<br />SCALE:1 " =100'
<br />CONTOUR INTERVAL = 1'
<br />1. SLURRY WALL ALIGNMENT PROVIDED BY PETER EPP AND ASSOCIATES AS
<br />APPROVED BY CAMAS COLORADO.
<br />2. RECLAMATION PLAN BASEMAP AND INITIAL DESIGN & ENGINEERING, WITH
<br />CONTOURS PROVIDED BY BANKS & GESSO, LLC.
<br />3. LOCATIONS OF PHYSICAL FEATURES AND STRUCTURES ARE APPROXIMATE AND
<br />SHOULD BE FIELD VERIFIED.
<br />4• PERIMETER DRAIN PIPE ALIGNMENT AND ELEVATIONS PROVIDED BY BANKS AND
<br />GESSO AND DIRT DOCTORS
<br />NOTE:
<br />RESERVOIR DRAIN PIPE AND SPILLWAY SWALE SYSTEM
<br />ENGINEERED BY BANKS AND GESSO, LLC. PLAN HAS
<br />BEEN REVISED TO RELECT CONVERSATIONS WITH
<br />DESIGN ENGINEER AND LANDOWNER TO RESPOND TO
<br />ON —SITE CONDITIONS. TTRMC PROVIDED DRAFTING
<br />SERVICE TO UPDATE THE MAPS.
<br />Permit No. M_1999 -021 Confidential: NO
<br />Class: Revision Type -Seq.: TR -04
<br />Specialist: ACS
<br />From: Aggregate Industries To: DMG
<br />Doc. Name: Revised Reclamation Plan Map
<br />Date: 8 -2 -2004
<br />REVISIONS
<br />N0. DESCRIPTION DATE BY
<br />t 1 REVISED FOR TECHNICAL REV 7/26/04 1 SR
<br />RECD-' _7
<br />AUG C':.,04
<br />Division of Min:,_ .. - aolopy
<br />DIRT DOCTORS
<br />STEGNER FARMS PIT
<br />REVISED RECLAMATION PLAN
<br />TETRATECH RMC
<br />1900 S. SUNSET ST.. SURE 1-F, U)NGMDKT, 00 80501
<br />TEL 303.7725262 METRO 303.665.6263 FAX 303.665.6959
<br />DESIGNED BY: KF APPROVED BY: 88 N0.
<br />DRAWN BY: SR DATE: 03 -15 -04
<br />CHECKED BY: RR IscALF. AS NOTED 3872002.0
<br />EET SHEETS
<br />1 1
<br />
|