HomeMy WebLinkAbout20140292.tiff WATER SUPPLY INFORMATION SUMMARY
Section 30.28•t33,(d), C.R.S. requires that the applicant submit to the County,"Adequate evidence that a water supply that
is sufficient in terms of quantity, quality and dependability will be available to ensure an adequate supply of water.
1. NAME OF DEVELOPMENT AS PROPOSED
\?) nV v\ c k it-,L4 S c_)/( A-4
2. LAND USE ACTION
3. NAME OF EXISTING PARCEL AS RECORDED
SUBDIVISION FILING BLOCK LOT
4. TOTAL ACREAGE 0) 3 , 3 5. NUMBER OF LOTS PROPOSED PLAT MAP ENCLOSED 0 YES
6. PARCEL HISTORY - Please attach copies of deeds, plats or other evidence or documentation.
A. Was parcel recorded with county prior to June 1, 1972? D YES ❑ NO
B. Has the parcel ever been part of a division of land action since June 1, 1972? DYES O NO
If yes, describe the previous action sp/i { 5 S aci a 4 I / ?J lc 2 Cp cy c e =
7. LOCATION OF PARCEL - Include a map deliniating the project area and tie to a section corner.
NO,,) 114 OF 1 11) 114 SECTION 1 TOWNSHIP ...1 N OS RANGE £ 7 ❑ E Oil W
PRINCIPAL MERIDIAN: Di 6TH rKI h.M. 0 UTE ❑ COSTILLA
8. PLAT - Location of all wells on property must be plotted and permit numbers provided.
Surveyors plat 0 Yes 0 No If not, scaled hand drawn sketch D Yes ❑ No
9. ESTIMATED WATER REQUIREMENTS - Gallons per Day or Acre Feet per Yew 10. WATER SUPPLY SOURCE
D EXISTING 0 DEVELOPED NEW WELLS
•
WELLS SPRING PROPOSED AQUIFERS . (NECK
HOUSEHOLD USE V of units GPD AF WELL PERMIT NUMBERS a Auuvur o UPPER ARAJAW3E
❑ UPPER DACON O LOWER ARAPAHOE
COMMERCIAL USE # of S.F. GPO AF o LOWER OAwsON 0 URAAOE FOX HILLS
❑ 00 v 0 DAKOTA
o OTHER
IRRIGATION #_ of acres GPO AF
STOCK WATERING N of head GPO AF 0 MUNICIPAL
0 ASSOCIATION WATER COURT DECREE CASE NO.'S
OTHER _ - GPO AF ❑ COMPANY
DISTRICT
TOTAL GPO AF NAME IA) 4 \ A�
LETTER OF COMMITMENT FOR
SERVICE IJ YES O NO
11. ENGINEER'S WATER SUPPLY REPORT 0 YES 0 NO IF YES, PLEASE FORWARD WITH THIS FORM, (This may be required before our review S completed)
12. TYPE OF SEWAGE DISPOSAL SYSTEM
SEPTIC TANKILEACH FIELD 0 CENTRAL SYSTEM - DISTRICT NAME
i
❑ LAGOON 0, VAULT - LOCATION SEWAGE HAULED TO it- 1 ^ Ji
❑ ENGINEERED SYSTEM (Attach a copy at engineering design) 0 OTHER
Account imwues
000921-02 Meter Readings Readings Dates
Description Previous Present Usage Read Code Previous Current
1000 Gallons 1011 1025 14 Estimated 8/20/2013 9/26/2013
Previous Balance $139.70
Payment Received (5139.70)
Water Minimum Charge $16.50
Water Usage Charge $19.80
CBT Surcharge $0.00
Total Current Charges $36.30
'Iota! Due $36.30
Due to the devastation our county has suffered, roads being CUSTOMER J
impassable& the majority of our efforts being concentrated on Teresa Anderson
restoring water service to our district, we will be estimating this
month's billing. We will resume to actual reads next month. SERVICE ADDRESS
Thank you. 7878 County Rd 21
Water ACCOUNT NUMBER BILLING DATE
Cbrasi
42 000921-02 10/01/13
3 AMOUNT DUE DUE DATE
30_—
$36.30 09/10/13
24
1H- BILLING PERIOD
12- - - - Frora09/01/13 to 10/01/13 = 30 Days
6 - ---.-4- CENTRAL WELD COUNTY WATER DISTRICT
o 2235 2nd Avenue
M J J A s Greeley,CO 80631
970-352-1284
acVre ' ' I
CENTRAL WELD COUNTY WATER DISTRICT
October 8. 2013
Teresa Anderson
7878 County Rd 21 -
Fort Lupton, CO 80621
RE: Additional Water Service
Dear Ms. Anderson:
This letter is in response to a request for water service to serve the following property described as follows.
Lot A, Recorded Exemption No. 1311 -26-2-RE2169, being a part of the N ' 2 of the NW ' 4 of
Section 26, Township 2 North, Range 67 West, Weld County. Colorado, per map recorded October
30, 1998 as reception No. 2650432
Water service is presently available to the above described property by tap number 921 located at Weld
County Road 18 & 21 . Additional water service can be made available to this property, provided all
requirements of Central Weld County Water District, Northern Colorado Water Conservancy District and the
Bureau are satisfied. Please note that it is your responsibility to contact Northern Colorado Water
Conservancy District at 800-369-7246 for petitioning confirmation into the Northern Colorado
Water Conservancy District and the Subdistrict of Northern Colorado Water Conservancy
District Of Indy Gap). Central Weld cannot issue a tap until all requirements are satisfied. This
is in accordance with the Rules and Regulations of Northern Colorado Water Conservancy
District.
A line capsize will be required to provide service for 1" tap. Currently there is only an 1 '/" line.
Central Weld County Water District requires that contracts be consummated within one ( 1 ) year from the
date of this letter or this letter shall become null and void unless extended in writing by the District. Please
contact the Central Weld office for further information about water service. Due to die rapid cost increase of
raw water, existing tap fees may not apply for water service to this property. The District will not notify, by
separate letter, any prospective landowners or land purchasers of tap fee or line extension cost increases. The
cost of a tap fee and/or impro' ements will have to be paid in advance to the District by the prospective
customer in accordance with District policy.
It is your responsibility to confirm with your local Fire Protection Authority if fire flow water capacity is
required for your project.
If you have any questions regarding the above, please contact this office.
Sincerely,
CENTRAL WELD COUNTY WATER DISTRICT
Stan Linker, Co-General Manager
•
SL/jr
2235 2nd Avenue • Greeley, Colorado 80631 • Phone (970) 352- 1284 • Fax (970) 353-5865
Stan Linker, General Manager
i --
Il— I
N II
❑GIA
, U - Existing-
/ . A• pproximate Ex Access
Existing Radii: 30 - - - - - - -
30' OW_ _ _ _ _ _ _ - - - - - - - - - - - - - -
i '
_ _ _ _ _ _ _ _ _ N _
- _ _ �� %'
W . C . R . 18 -
3DQW y x .. y 11 1
.�-, t I Horizontal Influence Area I
Septic System #1� _� � 2-2000-ga i I
i
( . I 1 39 RV Spaces (#1-#39) - �� Septic Tanks in Series131
I I °�"' X I I--I :-,,& :
�' � .. a' ESTROOM Box es) CPS — P51— GA$ — GAS —
rnIII 1SHOWER `—F�-- PROPOSED I ga''
ss __ ss •
a9 LEACH FIELD #1 AREA I
I I 1 i i 496 C �� I.J ) I /
MS/ {l i i 4959 r kV' - - __ - - -0
\ I
1 I 1 x I I -- \- - s A� 1 I
I I I •
II 11 �. _ ay yh yy 4950
1 ii
I I I O Pole Shed I �I / �_ zL \ \ a�
1 E I I 60 del:
I Wood x I ( - , 7 — .s — ss 0'ss — y ss —`5' — ffi s ss — '5 `Y — ' `� I I
I OI I / - I la
b°
SS 55 -- ss SS - U � sl a I \ • I I
I
I n I I
I 1 1 ' ' - - - \ I I
I I \ _I ui
I I I S/YeIS I - - - - - - - \ \ N v I I
I I I I I v r
1 I I / — �� \\ I I
I♦♦ l _ X - - - I / per' 495
- - - - - ' I I :i:'- 7O _ � sstl, — SS TSS — 43 sv —Ts; SS ss� Sic!4. ,Oss — ss `r ss — ss � ss —.f —4y`''ts mss: SI I
— i i ?1R:
I I
I • I I I
II � 1 - - - - - - —
x / / — — — — — — — — - -- a \ I
a DETENTION
I , I I N — — — POND
0434)
,� � � c I 1
6 ' /
ss ss
i i [ 2 _ ss� ss —7 ss — ss� ss —�ss — ss e 9
\ 6 6 I
I i i \ . I
x I i Lift . ation I
II - - - _ - _ — — = y " e • ti Syst m I
' i I O — — — — — — - J _ t.
I u
r
x I t
x i I / p9'
r9 �•rr�� c'�0 �{ `,Q+ e \ \) Ilt�
1 I I Ia Y ( • 9y5> Y SS V 4 . IS S^ sr 95 vs —7-9 p �p `8s) / ♦♦I I
I I Jam_ 34 q+,S9 91 >393 �3g ss —•I f I I `O'er \ O 7 u' �, / ♦♦``
I -_--_-
I I I — — _ — - - - - - - - - -_ ____ ___
I — — — rn /
* I I I t — - - - - ` I
II
I _ — 1
I II j / fi ]
/ /
1SS — � — Ate_ — tea— � e / 1
30 ROW I ) it [ — �, 3 �Sj S8 — ss S89 2 ? S /1
1
I I
— — — — — — — _
30' ROW t` `` � - - - - - - - - - - - -_— — — _ _ - - - — —_ _ . ..e
_ —
o — — — — — — — — _ _ — _ _ — - - — — — — — I
I
- - - - - - - —
`�` ` � � - - - - - - - - - - - I• ` •
♦♦ / _ - - �� - - - - - - - r r r v \ 4950— I%`♦ ♦♦ �' '°s ' ss ss -- — SS �9 Ss 11 s5 —r" -- elr— --,- ss — 16 - C 4951 1 6:7• _ �pn� .yst �.`
I
t / • - ♦♦♦ ♦♦♦ 'Q \ ` - - - - _ - _ - _ - _ - % I
•
♦. -g eptic / I
.. .‘%•
♦♦• Tank Series /
/ I
♦• • S.
— - // /
ss — 55 55 — 55 SS — 31 — ss — ss - ss - 55 11 55 Ss — 51 SS — 55 55 � i
_
♦\ • _� 4954—� 4953—
`♦ `♦ 4959 4957 I
y - •
- - PROPOSED - `♦ `♦ � Istn • utlon = ox es) a962 a961
bi
GARDEN •�♦ v\ r t
0.55 Acres t �•• •��` I Horizontal Influence Area I
• `♦ I PROPOSED I Septic System #2 /
�♦ �♦ ) LEACH FIELD AREA (36 RV Spaces [#40�t15] & I 1
I1-Bedroom AparimenUOfice) /
/ 1
` •
\�`.\`�♦• ♦ _ _ i I
♦♦ ♦ I
— "
1
1 •♦` _ i I
______ __
Cl
I — go 'O ' I
I
1
I
SEPTIC SYSTEM DESIGN NOTES :
Sat
System #2 These are preliminary design calculations LEGEND
spaces (RV Park / Campground @ 50 gal/space/day 36 spaces (RV Park / Campground @ 50 gal/space/day based on a theoretical , conservative EXISTING PROPOSED ITEMS
per Weld County ISDS Regulations) per Weld County ISDS Regulations) percolation rate (55 min/in ) . With the site Contour ITEMS'] s POSEDI
1 -Bedroom Apartment @ 150 gal/bedroom/day having sandy soils it would be expected that
1')
ign Flow:135 x 150%= 1 = gal/day the percolation rate would be much faster Index Contour (101 a3s dezContour (5')
Design Flow: 1950 x = 2925 gal/day plus1 Average Flow: 36 x Total5 1950 ga1/day
plus 1 x 150 = 150. = gal/day that 55 min/in , in fact probably faster than 30 _
N
Septic Tank Size: 2925 x Y4 x 30 = 3656 gal Design Flow: 1950 x 150°%% = 2925 gal/day min/in . thus resulting in a much smaller SecUonLine — Flow Line
(use 4000 gal tank or 2-2000 gal tanks) absorption area required and reducing the
Septic Tank Size: 2925 x / 4 x 30 = 3656 gal footprint shown on these plans . ROW Line Culvert
Absorption Bed : A = ( 1 . 3xQx(T)^0. 5)/3.5 (use 4000 gal tank or 2-2C60 gal tanks)
(using T = 55 min for worst case, sandy soil would result Absorption Bed: A = ( 1 .3xQx(T)^0. 5)/3. 5 - ss — ss — Sanitary Sewer Pipe W F
in much lower T) Fence '
( using T = 55 min for worst case, sandy soil would result
A = 8057 ft' for Rock-Pipe, A = 4029 ft' for Chambers in much lower T) Property L:ne Septic Horizontal Influence Area
(50% reduction) A = 8057 ft' for Rock-Pipe A = 4029 ft' for Chambers
Natural Gas Line S
Horizontal Influence Area (HIA): (50% reduction)
per CDPHE Water Quality Site Application Po/icy No. WQSA-6Q ' 60 120
HIA = 100 + [(DF - 1000) / 100]`8 Horizontal Influence Area 'HIA): Ove head Pow Line
per CDPHE Water u 1000) / 10011
ae Application Policy No. WQSA-6
HIA = 100 + [(2925-1000)/100]'8 = 254 ft HIA 100 [(DFGas Mee Scale: 1 " = 60'
MI
HIA = 100 + [(2925-1000)!100]'8 = 254 ft
Water Meter
\ 4ro ecf: \ � i Septic Scale : As ShownConsultin I1�. /gent: B Bold Ranch RV Park, SHEET
� n1� er Engineering Consulting) Teresa Anderson 8�
7132 Mountain Brush Circle 6897 W Chatfield Place Campground and Outdoor Storage roe, System Drawn by : EWD
7878 Weld County Rd 21
Littleton , Colorado 80130 Littleton , CO 80128 3 of 3 Date : 04-27-2013
Ph : 303 - 903 -4043 Email : edunker@q . com Fort Lupton , CO 80621 Know what's Plan
Phone : ( 303 ) 913 - 5561 Part of NW %4 , Sec . 26 , T2N , R67W / Call beforevoudiiet \ } 2
"No frill , Ju5/ Sound, e5uJb-ta. ed Engineering' l \ No . Date Revisions
Hello