HomeMy WebLinkAbout1.00 General Application MaterialscG Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-8212
www.garfield-county.com
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TYPE OF APPLICATION
I
LAND l!JSE €HANGE PERMIT
APPtlCATION FORM
--
ti1 dministrative Review Development in 100-Year Floodplain
Limited Impact Review D Development in 100-Year Floodplain Variance
Major Impact Review D Code Text Amendment
D6,mendments to an Ae£?roved LUCP D Rezoning
□uR □MIR LJSUP Zone District OPUD OPUD Amendment
□Minor Temporary Housing Facility dministrative Interpretation
Qvacation of a County Road/Public ROW ppeal of Administrative Interpretation
Location and Extent Review Areas and Activities of State Interest
□comprehensive Plan Amendment. □Accommodation Pursuant to Fair Housing Act
□Pipeline Development □Variance
__ ime Extension (also check type of original application)
INVOLVED PARTIES
Owner/ Applicant
Name: Christopher and Rebecca Harvey Phone: (970 )618-8783
Mailing Address: 993 CR 227
City: Rifle State: Co Zip Code: 81650
E-mail:
Representative (Authorization Required)
Name: Tally Ho Construction, Inc Phone: (970 )625-0208
Mailing Address: P .0. Box 188
City: Rifle State : Co Zip Code : 81650
E-mail: katie@tallyhoconstruction.com
PROJECT NAME AND LOCATION
Project Name:
Harvey SDU
Assessor's Parcel Number: 2. _1 _1 _j_ -_Q_ _k_ _I_ -_Q_ _Q_ -..h... _a. _L
Physical/Street Address: 993 County Road 227 Rifle, Co 81650
L I D . t' Se<;11on: 8 Town ship: 6 Rang•: 92 A PARCEL IN LOT 1 OF SEC 8 & LOT 4 OF secs AS PORTIONS OF PARCELS ega escrip 10n:
DESCRIBED IN BK 900 PG 110, BK 500 PG 238, AND BK 1058 PG 845, AKA: LOT 2 HOFFMEISTER EX EMPTION
Zone District: Property Size (acres): 2.997
PROJECT DESCRIPTION
Existing Use: New 40 x 60 Steel Building for shop/storage with SDU above.
Proposed Use (From Use Table 3-403): New 40 x 60 Steel Building for shop/storage with SDU above.
Description of Project: New 40 x 60 Steel Building for shop/storage with SOU above.
For Appeal of Administrative Interpretation please include:
1. The Decision you are appealing.
2. The date the Decision was sent as specified in the notice (date mailed).
3. The nature of the decision and the specified ground for appeal. Please cite specific code sections
and/or relevant documentation to support your request.
4. The appropriate appeal fee of $250.00.
s. Please note a completed Appeal Application and fees must be received within 30 calendar days
of the date of the final written Administrative Inter retation.
REQUEST FOR WAIVERS
Submission Requirements
□ The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List:
Section: Section:
Section: Section:
Waiver of Standards
□ The Applicant is requesting a Waiver of Standards per Section 4 -118. List:
Section: Section:
Section: Section:
I have read the statements above and have provided the required attached information which is
correct and accurate to the best of my knowledge.
at 1./zozz
Date
OFFICIAL USE ONLY
File Number: ____ -___ _ Fee Paid:$ ___________ _
I
Chris and Becky Harvey would like to have a secondary dwelling unit in the upstairs of their Pre-
Engineered metal building. Currently located at 993 County Road 227 Silt Co,81652. Consisting of 1200
square feet of living space. There will be a new septic system and water being fed from the existing
well. The access to the unit will be from the outside of the metal building on the west side of the
building. This is on a 3-acre parcel and will have positive drainage around the building, there are trees
to the north of the building that will remain and grass on the west side. Gravel will be placed on the
east and around the north and south sides to accommodate parking.
Impact Analysis:
We feel like there will be a minor impact to the site as no more than 10 trips a day in and out. The
apartment will be placed inside the Pre-Engineered metal building so no greater footprint is needed.
Development agreement: N/ A
Improvement agreement: N/A
Traffic Study:
We feel like a traffic study is not necessary as it will not add more 10 trips per day in and out of the site.
I
cG "Jarfield County
Community Development Department
108 sth Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-8212
www.garfield-county.com
TAX PARCEL NUMBER: 217906100631
PROJECT: Harvey SOU
DATE: 1/14/2021
OWNERS: Christopher and Rebecca Harvey
CONTACT/REPRESENTATIVE: Jeff Parrington (Tally Ho Construction
PRACTICAL LOCATION: 993 CR 227, Silt
TYPE OF APPLICATION: Administrative Review
ZONING: Rural
COMPREHENSIVE PLAN: Residential Medium High
I. GENERAL PROJECT DESCRIPTION
The application is proposing a Secondary Dwelling Unit (SDU) (approximately 1,200 sq ft)
that will be located above a garage and shop. The SDU is located on a property less than 4
acres, limiting its total square footage to 1,500 sq ft . A building permit for the steel building is
in place and a tenant finish permit would be applied for following any permit allowing the SDU.
Either the property owner will need to sign the application or provide a letter of authorization
designating a representative for the application . Both owners will need to sign either
document.
The application will need to address all submittal requirements, listed below. The existing well
permit may suffice for legal access of water. A well pump test and water quality test should
be provided . If an augmentation plan is being applied for, evidence of that process should be
included. At the preapplication meeting, it was indicated that plans for the septic system were
in place and these should be included to meet the Wastewater management plan. Information
related to physical access, such as easements and narrative of Section 7-107 should be
included.
All pertinent improvements should be shown on the site plan, as well as contours and other
significant natural features. The application needs to address Article 7, Division 1-3 and
1
Section 7-701 for SDU specific standards. Submittal waivers and waivers of standards are
available but should be included in the application.
II. COMPREHENSIVE PLAN
The area is residential medium high in the comprehensive plan's land use map. This supports
2-6 dwelling acres per dwelling unit. The SDU would be on approximately 3 acres.
Ill. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS
The following Sections of the Garfield Land Use and Development Code as amended apply
to the Application:
• Section 4-103 Administrative Review and Section 4-101 Common Review Procedures
• Table 4-201 Submission Requirements and Section 4-203 Description of Submittal
Requirements.
• Section 4-118 and Section 4-202, as applicable.
• Article 7 Standards , as applicable
o Section 7-701
IV. SUBMITTAL REQUIREMENTS
As a convenience outlined below is a list of information typically required for this type of
application. Table 4-201 outlines the specific application submittal criteria. The following list
can function as a checklist for your submittal.
l General Application Materials, including:
cr/ Application Form (signed).
J Payment of Fees.
~ Signed Payment Agreement Form.
J A narrative describing the request and related information.
</ Proof of ownership, deed and/or title work.
o"' A Letter of Authorization is required if an owner intends to have a representative
complete the Application and processing.
✓Names and mailing addresses of property owners within 200 ft. of the subject
property from Assessor's Office Records.
c;/ Mineral rights ownership for the subject property including mailing address
and/or statement on mineral rights research (see attached).
r/ Copy of the Preapplication Summary needs to be submitted with the
Application.
ri Vicinity Map.
(fJj Site Plan.
X Grading and Drainage Plan. N/A
'JI Landscape Plan. t-s/A
c Impact Analysis. M\'tu-itd
X Development agreement, if applicable. N/ff
2
)( Improvement agreement, if applicable. t-1/A
)t. Traffic Study. t'IPt
r/ Water Supply/Distribution Plan.
r/ Wastewater Management/Treatment Plan. ~L ~ftu.t.,~~ ~
□ The Application should demonstrate compliance with Article 7 Standards, as
applicable.
o The Application should include a waiver request from submittals, as applicable.
o The Application should include any waivers from Article 7 Standards that the applicant
wishes to pursue
Three hard copies and one digital copy (on a USB drive, for example) of the application are
required. Both versions should be split into individual sections.
Community Development Staff is available to meet with the Applicant to provide additional
information and clarification on any of the submittal requirements and waiver requests.
3
V. REVIEW PROCESS
I E~ Garfield Cmmty_
Administrative Review Process
(Se ction 4-103)
•MAV b~ w.1ived bv Oir('.(:tc:>r
•Appliunt Ii.a~ 6 months to ~ubmii ;jpp!ication
---
Steµ 3: Cc>mpletenes~ Review ;
• 10 bu~r>eS$ ,fays to review
•II tncompte,e. 60 days tc, remedv dellclencl~
•M•iletl to .id~(er,~ pro~rl'( CJWM!~ within 200 lt-11:'l ~nd m111~rc1I owr1eri
;it lea .. t 15 day~p,ior todcc1seon date
-.'I'-=---=:-" -~-. ~ ·-~~ ---------~--"' Strp 6 : E~al~rloo l;y Olr'~,~i1;,~, --,.
~~s,.4·-~~:.~~-~ -----~~--------
•C;ill op Pe11od · within 10 days of Direttm's De<.is,on
•Appltt.1nl h.i~ .1 yc,11 lo meet ,my c.ondihons of .1p1>roval
Call-Up for review by the Board in accordance with the procedures and review process
contained in Section 4-112.
Staff will review the application for completeness, and when complete, refer it to appropriate
agencies for technical review. Staff will create a report to be submitted to the Director for their
decision.
Public Hearing(s): [K] No Public Hearing, Directors Decision (with notice per code)
D Planning Commission
D Board of County Commissioners
D Board of Adjustment
4
Referral Agencies: May include but is not limited to: Garfield County Attorney, Garfield
County Building Department, Garfield Road and Bridge, Garfield County Consulting Engineer,
Colorado River Fire Protection District, Colorado Division of Water Resources.
V I. APPLICATION REVIEW FEES
Planning Review Fees: $250
Referral Agency Fees: $TBD
Total Deposit: $250(additional hours are billed at hourly rate of $40.50)
VII. GENERAL APPLICATION PROCESSING
The foregoing summary is advisory in nature only and is not binding on the County. The
summary is based on current zoning, which is subject to change in the future, and upon factual
representations that may or may not be accurate. This summary does not create a legal or
vested right. The summary is valid for a six-month period, after which an update should be
requested. The Applicant is advised that the Application submittal once accepted by the
County becomes public information and will be available (including electronically) for review
by the public. Proprietary information can be redacted from documents prior to submittal.
Pre-application Summary Prepared by:
1/14/2022
Philip Berry, Planner Ill Date
5
~ Gar.field County
CERTIFICA TI01'"" OF :\U~ER..\.L OW~ER RESEARCH
This form is to be completed and submitted with any application for a Land Us e Change Permit.
Mineral interests may be severed from surface right interests in real property. C.R .S. § 24 -65 .5-101, e t seq ,
requires notification to mineral owners when a landowner applies for an application for development from a
local government. As such, the landowner must research the current owners of mi neral interests for the
property.
The Garfield County Land Use and Development Code of 2013 ("LUDC") Section 4 -101(E)(l)(b)(4) req u ires
written notice to owners of mineral interests in the subject property in accordance w ith C.R.S. § 24-65.5-101,
et seq, "as such owners can be identified through the records in the office of the Cle rk and Recorder or
Assessor, or through other means." This form is proof of applicant's compli ance with the Colorado Rev ised
Statutes and the LUDC.
The underslcned applicant certifies that mineral owners have been researched for the subject property as
required pursuant to C.R.S. § 24-65.5-101, et seq, and Section 4-101 (E)(l)(b)(4) of the Garfield County Land
Use and Development Code, as amended. As a result of that research, the undersigned applicant certifies
the following (Please Initial on the blank line next to the statement that accurately reflects the result of
research):
_ I own the entire mineral estate relative to the subject property; or
_ Minerals are owned by the parties listed below
The names and addresses of any and all mineral owners identified are provided below (attach additional pages
as necessary):
Name of Mineral Owner Malling Address of Mineral Owner
I acknowledge I reviewed C.R.S. § 24·65.5-101, et seq, and I am In complfance with said statue and the
LUDC.
6
..
• • I ~ r-arfield Cou~Li
MEMORANDUM
TO: Staff
FROM:
DATE:
RE:
County Attorney's Office
June 24, 2014
Mineral Interest Research
Mineral interests may be severed from surface right interests in real property. Colorado revised
statute 24-65 .5-103 requires notification to mineral owners when a landowner applies for a land
use designation by a local government. As such, the landowner must research the current owners
of mineral interests for the property.
The Garfield County Land Use and Development Code of 2013 ("LUDC") Section 4-
IOJ(E)(l)(b)(4) requires written notice to owners of mineral interests in the subject property "as
such owners can be identified through the records in the office of the Clerk and Recorder or
Assessor, or through other means."
It is the duty of the applicant to notify mineral interest owners. The following is a suggested
process lo research mineral interests:
1. Review the current ownership deed for the property (i.e. Warranty Deed, Special
Warranty, Quit Claim Deed or Bargain and Sale Deed -NOT a Deed of Trust). The
O'M'!ership deed is usually one or two pages. Is there a reseivation of mineral interests on
the ownership deed? Are there any exceptions to title? A deed may include a list of
reservations that reference mineral owners or oil and gas leases.
2. Review your title insurance policy. Are there exceptions to title listed under Schedule B-
il? If so, review for mineral interests that were reserved and oil and gas leases .
3. Check with the Assessor's office to detennine if a mineral interest has been reserved
from the subject property. The Assessor's office no longer documents the mineral
reservation ownershlp for its tax roll records unless ownership has been proven. There
are only a limited nwnber of mineral owners who have provided such information to the
Assessor's office so this may not provide any infonnation, depending on your property.
7
, MEMO
June 24, 2014
Page2
4. Research the legal description of the subject property with the Clerk and Recorder's
computer. You can search the Section, Township, nnd Range of the subject property.
You may find deeds for mineral interests for the subject property.
5. Research whether a Notice of Mineral Eslalc Ownership was filed for the subject
property. On the Clerk and Recorder's computer, search under Filler (on the right hand
side of the screen), General Recordings, Notice of Mineral Estate Ownership for the
subject property.
6. If you find mineral interest owners as reservations on your deed, listed in your title
insurance policy, from the Assessor's records or the Clerk and Recorder's computer, you
need to detennine whether these mineral interests were transferred by deed and recorded
in the Clerk and Recorder's office.
7. Enter the name of the mineral inlercsl owner as the Grantor in the Clerk and Recorder's
computer to see if the mineral interest was transferred. If you find a transfer deed, you
need to repeat this process lo follow any transfer of the mineral interest to present day.
8. Include a description of your research process in your application and the name(s) and
address(es) of the current mineral interest owncr(s).
Mineral interest research can be a difficult and time consuming process. If you are unable to
determine mineral rights O\\nership by yourself, consider hiring an attorney or landman.
Attomeys nnd landmen specialize in dctcnnining mineral rights ownership, but they charge a fee
for their services.
8
c:G Garfield County
PAYMENT AGREEMENT FORM
GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT") ChriStOPher and Rebecca
Harvey (Tally Ho Construction-Auth Rep} agree as follows:
1. The A~plicant has submitted to the County an application for the following Project: __ _
993 County Road 227 Rifle, Co 81650
2. The Applicant understands and agrees that Garfield County Resolution No. 2014-60, as
amended, establishes a fee schedule for each type application, and the guidelines for the
administration of the fee structure.
3. The Applicant and the County agree that because of the size, nature or scope of the
proposed project, it is not possible at this time to ascertain the full extent of the costs
involved in processing the application. The Applicant agrees to make payment of the Base
Fee, established for the Project, and to thereafter permit additional costs to be billed to the
Applicant. The Applicant agrees to make additional payments upon notification by the
County, when they are necessary, as costs are incurred.
4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
consulting service determined necessary by the Board of County Commissioners for the
consideration of an application or additional County staff time o r expense not covered by
the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay
additional billings to the County to reimburse the County for the processing of the Project.
The Applicant acknowledges that all billing shall be paid prior to the final consideration by
the County of any Land Use Change or Division of Land.
I hereby agree to pay all fees related to this application:
Billing Contact Person: Katie Parrington Phone; (970 )625-0208
Billing Contact Address: P • 0 • Box 188 ---------------------------
City: Rifle State : Co Zip Code : _8_1_6_5_0 __ _
Billing Contact Email: katie@tallyhoconstruction.com
Printed Name of Person Authorized to Sign: _K_a_t_ie_P_a_rr_in_g_t_o_n ____________ _
(Date)
To whom it may concern;
I lutufHD
CONSTRUCTION
(970)625-0208
RIFLE COLORADO
We authorize Tally Ho Construction, Inc to be our Authorized Representative and communicate on our
behalf for the project listed below:
Christopher & Rebecca Harvey
993 County Road 227
Rifle, Co 81650
ChristopherHarvey~~p
Rebecca Harvey
1111 ~•r. r11ri1r11ira111.~, ,rilalf,l.t\~(~l",+~•i,M i.~.~'Y II UI
Reception~: 728035
0 7 11 6 12007 12 04 06 PM B 1950 P 015 1 Jean Alberico
I or 2 Re c Fee $11 00 Ooe. F ee ~ 00 G~RFIELO COl.llT Y CO
Aller l\cco rdiu t Return to
Ch<isturhcr R, I l;1r>c~
Rcbcc.a L 11.i"'"'
•NJ Cl( 2~7 •
Rine, co 81(,,o
QUIT CLAIM DEED
This Deed l\·ladc this l 0th day of J..yJy. 2007 between
Carkton E I lolli11dster and J leather Hoffm ei ster
of the County of Gnrficltl and State of COLORADO
grantor(s), and
Christopher R. 11,ir,·c} mid Rebecca J. I lar,c) as as Joint Tenants
whose legal address is 993 Co. Rd. 227, Rine, CO 81650
of the County of County and Stale of State,
grnntce(s),
WITNESSTH, thal the grantor(s), for and m consideration of the sum of Ten nnd 00/IOO Dollars (SI0.00),
The receipt and suflicicncy of which is hereby confessed, acknowledged, has rcmised, released , sold and
QUIT CLAIMED, and by these present docs rcmise, release, sell and QUIT CLAIM unto the grantcc(s),
their heirs, successors and assigns, forever, all the rl ght, title, interest, claim and demand which the
granlor{s) has in and lo the real propeny, together wnh improvements, if any, si1ua1c. lying and being in the
said Garfield. and Stale of Colorado described as follo,1s !
Sec Exhibit A nttachcu hereto and mmlc 11 pare hereof.
As well as all rights to lhc Hoffmcisler Well No. I appurtenant to, used upon or in connection wllh
the property.
also known as slreet and number: 993 County Road 227, Rifle, CO 81(,50
TO HA VE AND TO HOLD the same, together with all and singular the appurtenances and
privileges thereunto belonging, or in anywise lhcrcunto appertaining. and all the eslate. right, title, interest
and claim whatsoever, of the grantor{s), either in law or cquit), to the onl) proper use, be11efit and bchoofof
the grantcc(s), their heirs and assigns forever.
The singular number shall include the plural, the plural the singular, and the use of any gender
sha ll be applicable to all genders
IN WITNESS WHEREOF, the grantor(s) has executed this deed on the dale set forth above.
Signed this 10th day of l!!.b:. 200 7.
~£rs~<~
S1 A'r!:. OF COLORADO
COUNTY OF GARFIF:LD }ss:
The foregoing instrument was acknowledged before me this I 0th day of .I.I!!):. 2007
by t'arlctun E. Hoffmci slcr and I feather l loflineis1s·r.
Witn Sl_my hand and oflicial seal.
. l,0
QCIJ_lllJ, Q•il U aim
?26-IIOlf,l(,94-11>7-~ltl
Exhibit A
A parcel oftand situated in Lot I of Section 6, Township 6 South, Range 92 West of the 6"' P.M.,
lying Southerly of the Southerly right of way fence of County Road No. 233 and Westerly of the
Easterly line of said Section 6, said parcel of land is described as follows:
Beginning at an iron post, with a brass cap found in place and properly marked for the witness
comer to the Northeast Comer of said Section 6, being the same as the Northwest Comer of
Section 5 (witnessed South 00°43'23" East 25.76 feet);
Thence South 00°43'23" East 859.79 feet along the Section line between Sections 5 and 6 in said
Township and Range to a point in a fence as constructed and in place;
Thence South 42°00' 17" West 103.82 feet;
Thence North 89°50'20" West 50.00 feet;
Thence North 00°09''\0" East 687.06 feet;
Thence North 89°49'4 l" West 238.06 feet;
Thence North 00°09' 40" East 2S0.00 feet to a point on the Southerly right of way fence in said
County Road No. 233;
Thence South 89°49' 4 I" East along said right of way fence, 344.06 feet, more or less to the point
of beginning;
TOGETHER WITH a parcel of land situated in Lot I of Section 6, Township 6 South, Range 92
West of the 611, P.M., said parcel No. I is more fully described as follows:
Beginning at the Northeast Comer of said Section 6;
Thence South 00°43'23" East along the Easterly Section line of said Section 6, 25 .76 feet to an
iron pipe with a bras cap properly marked for the witness comer of said Northeast comer;
Thence South 23°08' I 2" West 271 .56 feet to the True Point of Beginning;
Thence South 00°09'40" West 687.06 feet;
Thence North 09°06'53" West 303,99 feet;
Thence North 00°09'40" East 387.06 feet;
Thence South 89°49' 1 O" East 49 .00 feet to the True Point of Beginning;
AND TOGETHER WITH a parcel of and situated in Lot 4, Section 5, Township 6 South, Range
92 West of the 6" P.M. lying Westerly of the centerline of County Road 227 described as
follows:
Beginning at an iron post, with a brass cap found in place and properly marked for the witness
comer to the Northwest Comer of said Section 5, being the same as the Northeast Comer of
Section 6 (witnessed South 00°43'23" East 25.76 feet);
Thence South 00°43'23" East 859.79 feet along the Section line between Sections Sand 6 in said
Township and Range to a point in a fence constructed and in place;
Thence North 42°00' 17" East 16.18 feet;
Thence North S2°46'24" East 34.SO feet;
Thence North 7S 0 02'22" East 22.00 feet;
Thence North 00°09'40" East 803.00 feet;
Thence North 69°49'40" West 52.45 feet;
Thence North 89°49 '41" West 23.48 feetto the point of beginning.
Lying South of Lot I of Hoffmeister Exemption Plat.
Also known as Lot 2 of Hoffmeister Exemption Plat.
County of Garfield, State of Colorado
Property Owners within 200 feet of the subject property.
1) Harvey, Paul & Katherine 1101, 227 County Road Silt CO,81652
2) Mcdaid, Gail 4962, 233 County Road Silt CO, 81652
3) Arnold, Richard L 1025,227 County Road Silt CO 81652
4) Attebury, John Zachariah & Desiree Nicol, 878 227 County Road Silt CO, 81652
Harvey, Christopher R & Reb ec ca J
993 CR 227,
Rifle, CO 81650
C/0 Jeff Parrington
President, Tally Ho Constrnction
www. tall yhoconstruction .com
"jeff" <jeff@tallyhoconstruction.com>
August 5, 2021 I
RE: Design Report-Onsite Wastewater Treatment System {OWTS), Harvey Residence, 993 County Rd 227,
Silt, CO, Lot 2 Hoffmeister Exemption, Garfield County, Colorado
SE Job No. 31154.01 Parcel No: 217906100631. Garfield County OWTS Permit No. _____ _
Dear Jeff and Chris:
This letter report presents the applicable findings in regard to the design and construction of a new Onsite
Wastewater Treatment System {OWTS) at the above referenced Site, in support of your OWTS permit app lication
to Garfield County. The OWTS design is based on recent s ite assess ment observations by Sopris Engineering of
existing physical site features, conditions, geotechnical soils evaluation with respect to the proposed residential
usage and applicable regulatory design criteria in accordanc e with State and County OWTS Regulations . The
design recommendations, specifications and constru ction details arc delineated on the attached OWTS
permit/construction plan that was prepared with GIS, LIDAR, Survey Plat infor mation and aerial mapping. The
design criteria and system sizing information is summarized below.
Existing and Proposed Conditions
The proposed development area is situated on undeveloped meadow adjacent to existing residential development to
the south and equipment storage and agricultural land to the north in the central portion of the 3-acre Parcel. The
proposed OWTS will serve a new garage/shop structure with a small residential apartment.
The subject 3-acre residential development area existing topography and site conditions are derived from county
GIS data base, aerial mapping, Lidar topography and survey information by Bookcliff survey. The site is situated in
existing irrigated agricultural land primarily consisting of meadow and hayfield grasses north of the existing
developed facilities. The proposed development area in a broad gently sloped (6% to I 0%. ) concave meadow that
generally trends downgradient to the west. The proposed OWTS field will be constructed parallel to the contours
on the southwesterly faced sloped terrain. The property's water supply is from an existing domestic well (DWR
pennit number 49861-F that is augmented under a West Divide Water Conservancy District Contract No.
980225SSH (a), 1998, located over a I 00 feet southwest of the proposed OWTS field.
The proposed development will consist of the construction of a 2,400 S.F two-story garage /accessory structure with
a 1,360 S.F. 1-bedroom residential apartment dwelling on the upper floor. The proposed site improvements will
include associated driveway, auto court, utilities and a new onsite wastewater treatment system. The development
will be based on applicable site design criteria and include appropriate grading, drainage, and site construction
management. The proposed development improvements and site layout plan is shown on the attached OWTS plan.
I 5 0 2 Main Street • Sui I e A 3 • Carbon d a I e, CO 81 6 2 3 • ( 9 7 0) 7 0 4-0 311 • Fax ( 9 7 O) 7 O 4-0 31 3
SOPRIS ENGINEERING • llC civil consultants
Summary Design Criteria
Harvey Residence
OWTS, 993 County Rd 227, Silt, CO
SE Job No. 311S4.0l
August 5, 2021
Page2
The new OWTS is designed for a treatment capacity of 300 gallons per day based on the design wastewater flow to
serve a minimum 2-bedroom residence in accordance with Table 6-2 values, Section 43.6, A.4. The new OWTS will
utilize a minimum I ,000 gallon two-compartment concrete or alternative reinforced plastic septic tank to be
installed off the northwesterly comer of the proposed structure. Sealed concrete or ribbed PVC risers with lids will
be installed on the new septic tank along with appropriate pipe connection to the new tank utilizing the appropriate
fitting adaptor rings for the tank and riser. The new 1,000 gallon 2-compartment septic tank will be installed with
appropriate sanitary tees, outlet effluent filler with risers and lids at the surface. A gravity schedule-40 or SDR-35
sewer pipe section with two-way cleanout will be installed between the tank inlet on the gravity sewer line and the
accessory structure.
The STU will consist of leaching chamber trenches that provide 350 S.F. of total absorption area. The septic tank
effluent will be gravity discharged through a new 4-inch schedule-40 or SDR-35, installed at minimum 1.5% slope,
to the STU via a distribution box. The effluent will be equally distributed from the distribution box via 4"
distribution pipes connected to the head end cap of each chamber trench. Observation ports with caps will be
installed on the proximal and distal ends of each chamber trench. The design is in compliance with the current
County regulations with design calculations based on the soil type, texture and structure with an appropriate long
term acceptance rate (LTAR). The designed system meets all required setbacks and will be installed within the
general location indicated on the plan. Our design is outlined below and delineated on the attached C-1 OWTS
plan.
Design Flow
The design flow is calculated as follows for the minimum design capacity of an equivalent 2-bedroom residential
dwelling. The OWTS is designed for a treatment capacity of 300 gallons per day based on the design wastewater
flow in accordance with Table 10-1 values, Section 43.6, A.4. Regulation 43:
Minimum population based on 2 bedrooms at 2 persons per bedroom equating to 4 persons.
The Design flow is calculated based on residential usage of 75 gal/person/day, No PF
Max. Design flow (Qd)gallons/day = (# of people) x (avg. flow)gal/person/day.
Design flow Qd = 4*75=300 gpd
Septic Tank Design
The septic tank capacity required for a minimum 48 hour retention time is calculated as follows :
V = 300 gal/day* 2 = 600 gallons. Use a minimum 1,000 gallon 2-compartment septic tank. The tank to be
installed with risers and access lids set a minimum 3 inches above finish grade surface.
Sub Surface Conditions and Testing
A subsurface soil investigation and site assessment was performed by Sopris Engineering in on July 30, 2021. The
soils in the proposed field envelope area were sampled and characterized by application of the USDA visual/tactile
soil texture method analysis from samples in two profile pits. Generally the soils below approximately 12 inches of
topsoil consist of medium dense silt loam texture soil with slightly blocky to granular structure to the profile pit
depth of 8 feet. The soils contain less than IO% scattered gravel or rock content to the 8-feet depth explored below
the surface grades. No free water was encountered in the pit excavations. No evidence of seasonal high ground
Harvey Residence
OWTS, 993 County Rd 227, Silt, CO
SE Job No. 31154.01
August 5, 2021
Page3
water or redox conditions was observed in the profile pits. Seasonal high Groundwater levels are expected to be
below 10 feet from the existing surface grades on the relatively flat terrain.
The native soils sampled from 2-3 feet below the surface, in the vicinity of the proposed field, are characterized as a
soil type 2 consisting of silt loam texture with granular structure. This soil has an effective loading rate for
conventional soil treatment of 0.6 Gal/S.F./day for a level l conventional treatment system. The equivalent
percolation rate is assumed to be 20-30 minutes per inch. The soils are suitable for a shallow conventional
absorption field consisting of gravelless infiltration chamber units.
Treatment-Soil Treatment Unit/ Absorption System Design
The treatment/absorption field is designed based on utilizing the effective Long Term Acceptance Rate (LT AR) for
the native soils and the application of appropriate loading factors for a soil treatment unit system utilizing gravity
distribution to gravelless chamber trenches. The new treatment system and absorption field will consist of gravity
distribution of septic tank effluent via a distribution box to individual chamber trenches with treatment across the
native soil absorptive surface.
Long Term Acceptance Rate (LT AR)
Considering the application of the state regulation 43:
Receiving Wastewater Treatment Level I;
LTAR; (Table 10-1 Soil type 2 loading rate for a silt loam is (0.6 gal./S.F./day);
Design Flow; Qd = flow (gal/day) = 300 gpd
Loading factors; (Table 10-2, Gravity application trenches, L.F. l :::: 1.0)
(Table 10-3, Gravelless chambers, L.F.2 :::: 0.7)
STU absorption treatment area; A= Area S.F.;
A(sf) = Od x L.F. I x L.F.2 .:
LTAR
A(sf):::: 300 gpd x 1.0 x 0.7 = 350 S.F.
0.6 Gal/S.F./day
Number of Quick-4 Infiltrator chambers 4'x3'x I 2"chambers:
350 S.F. = 29 chambers; Use 30 chambers
12 S.F./Chamber
Number of Equivalent Arc chambers 5'x3 'x l 2"chambers:
350 S.F. = 23 chambers; Use 24 chambers
15 S.F./Chamber
Use 30 Quick-4 Infiltrator chambers in 2trenches 62' long by 3' wide with 15 chambers units per tre nch plus two end
caps as delineated on the plan. Alternative use 24 Arc chambers in 2 trenches 60' long by 3 ' wide with 12 chambers
units per trench with ends caps. The septic tank effluent will be gravity distributed to the head of each chamber row
via individual distribution pipes from a distribution box.
Construction and Inspections
Prior to construction of the permitted system, the engineer should be contacted by the contractor and owner well in
advance to provide adequate time to discuss the system components with the contractor, answer questions, resolve
any conflict issues and schedule inspection site visits based on construction progress. A pre-OWTS construction
Harvey Residence
OWTS, 993 County Rd 227, Silt, CO
SE Job No. 3 I 154.01
August 5, 2021
Pagc4
meeting is essential and required prior to installation of the OWTS. All septic system components shall be staked
in the field for approval by the Engineer prior to excavation.
During initial construction the engineer will evaluate the soils in the absorption treatment field excavations to
confirm soil conditions and make adjustments as needed. All septic system components and trench installations are
to be approved by the Engineer prior to backfilling. County Regulations require that the Engineers of record
perform site inspections of the permitted system during construction and provide "As-Constructed" documentation
of the installed system to the County after construction is complete. All installation will be inspected, field
measured, reported and delineated in the certification letter and record drawing. The contractor needs to photo
document all OWTS construction phases and supply photos to the Engineer.
The County Environmental Health department should be contacted at least 48 hours prior to final backfill of
components to provide advanced notice of construction schedule in order to perform a final inspection of the
in-place components. The County Environmental Health department should be contacted at least 48 hours prior to
final backfill of components to provide advanced notice of construction schedule in order to perform a final
inspection of the in place components.
The Garfield County contact is: Ted White, P.E., Environmental Health Specialist III.Garfield County Public
Health;
twhite@garfield-county.com, 970-945-6614 x 8106 (main office) or 970-230-2442 (mobile)
OWS Operation and Maintenance
Ownership of the system and responsibility for maintenance and repair will remain with the property Owner. The
Owner is encouraged to retain the services of qualified personnel to inspect the OWTS and to perfonn all
maintenance and repairs necessary to ensure that the system components are maintained in good operating condition
and suitable vegetative cover is established on the fields. The components of the OWTS system should inspected
within 30 days of being placed into operation and should been inspected and maintained bi-annually. The tank,
absorption field and other system components should be visually inspected bi-annually for debris, damage, leaks, or
other potential problems. In general, for a properly utilized system, septic tanks should be pumped every 3 -Syears.
The effluent filter should be cleaned every six months and at the time of pumping. Absorption fields should be
maintained with suitable vegetative cover and kept free of root invasive plants. Positive surface drainage away from
the absorption field should be maintained.
If you have any question or need any additional information. ple.1-,~ c<1 ~
Sincerely, (~,_-/~·,-< ~~·~/ .
SOPRIS ENGINEERING, LLC /ll/ :,:;Y/:-_)//:
Paul E. Rutledge
Design Engineer
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HARVEY RESIDENCE
933 CR 227, (MILLER LANE) RIFLE
GARFIELD COUNTY COLO_RADO
ONSI TE WASTEWATER TREATMENT SYSTEM PLAN
OWTSCONSTRUCTION PERMIT AP LI A ION DO UMEN
NO R(\11$1()+, CV OAT[ s E t----t--------------t--+----i OPRIS NGINEERING, LLC.
!CIVIL CONSULTANTS
502 MNN STREET
CI\R80NDA.LE. CO i1623
(910) 704-0J 11
FAX· 19701·7CW-001l
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INl1IAt.S DATE.
OESIGN(;DB'Y
Ctif.C'l(EDBY
3
993 CR 227 RIFLE, CO.
PROPOSED STRUCTURE OWTS
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EXISTING CONDITIONS : IMPROVEMENT LOCATION CERT. -BOOKCLIFF 6/1/2007.
-GEOREFERENCED & DIGITIZED BY SOPRIS ENGINEERING .
AERIAL : GOOGLE EARTH 2016.
TOPOGRAPl-tY : 2 FT CONTOUR INTERVAL. LIDAR GENERATED.
WELL INFORMATION : COLORADO DIV. OF WATER RESOURCES .
1 inch = 50 feet Feet
0 25 50 100
j
SOPRIS ENGINEERING-LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 970.704.0311 31154OWTS210722
LEGEND_
Ouerhead Electric
Power Pole 'U.,
Fence
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SITE PLAN
Building_ Detail
SCALE: 1 ",,,,40'
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Garage/ Apartment I
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PROPERTY DESCRIPTION
LOT 2, HOFFMEISTER EXEMPTION PLAT
COUNTY OF GARFIELD, STATE OF COLORADO
NOTES
1.) DATE OF SURVEY WAS AUGUST 08, 2021.
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2.) THIS SURVEY WAS PREPARED WI THOUT THE BENEFIT OF A . !{i .l
CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A
TITLE SEARCH BY THIS SURVEYOR OR BOOKCLIFF S URVEY
SERVICES, INC. OF THE PROPERTY SHOWN TO DETERMINE
OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR
EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING
THIS PARCEL.
3 .) THE PROPOSED BUILDING SITE AND LEA CH FIELD ARE
NOT LOCA TED WITHIN A 30'J6 SLOPE AREA.
4.) THIS SITE PLAN DOES NOT REPRESENT AN IMPROVEMENT
SURVEY PLAT OR IMPROVEMENT LOCA TION CERTIFICATE
SURVEY BY BOOKCLIFF SURVEY SERVICES, INC. OR AND OF
ITS ASSOCIATES.
SURVEYOR'S STATEMENT
I , MlCHAEL J . LANGHORNE, DO HEREBY CERTIFY THAT THE
SURVEY SHOWN HEREON WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION, IS BASED ON MY KNOWLEDGE,
INFORMATION, BELIEF AND THAT THIS SURVEY IS A TRUE
REPRESEN~ THIS CERTIFICATE IS NOT
INTENDED SS OR IMPLIED WARRANTY OR
EXCEPT THOSE STA TED lN
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PR~CT NO.
2 1129-01
91EET 1
or
O q Public.netrM Garfield County, co
Account R211039 Physlcal
Number Address
Parcel 217906100631
Number Owner
Acres 3 Address
LandSqFt 0
TaxArea 021
2019 MIii Levy 74.6820
Date created: 3/1/2022
Last Data Uploaded: 3/1n022 1:23:36 PM
Developed by~ .. Schneider
~Jll'OE O SP ... T1A\o
993227COUNTYRD
SILT
HARVEY, CHRISTOPHER R &
REBECCAJ
993CR227
RIFLE CO 81650
81652
2019Total Actual
Value
Overview
I~
~
Legend
0 Parcels
Roads
Pa reel/ Account
Numbers
Highways
~ Limited Access
-Highway
Major Road
Local Road
Minor Road
Other Road
Ramp
--Ferry
Pedestrian Way
Owner Name
Lakes & Rivers
-County Boundary
Line
$538,540 Last 2 Sales
Date Price
6/20/2008 $0
7/10/2007 $0
May 29, 1998
COLLINS DRILLING & PUMP SERVICE, INC.
PO Box 0516
Carbondale, CO 81623
(970) 945-4079 • Fax (970) 963-2812
License No. 634
Re: Water well for Scott & Shana Hoffmeister, MH 33398
To whom it may concern:
We drilled a water well for the Hoffmeisters on May 19, 1998. The well was drilled
to a depth of 160 feet and completed to 148 ft. S tatic level of this well was 22 ft. and
it was producing approximately 5 gallons per minute.
It is our professional opinion that this well is producing a more than adequate sup~
ply of water to support the demands of regular household use. However, this well
was drilled under a monitoring hole permit and proper permits must be secured
before water from this well may be put into beneficial use.
For your information we have enclosed a copy of the 4 hour well test we per-
formed May 19, 1998.
If you have any questions please call.
Bill Collins
Collins Drilling & Pump Service, Inc.
Water We lls • Pili11g Holes • Eleva tor Shafts • P11111p Ta 11ks
Residential, Commerdal, Agr ic111f11ral Jr rig11tio11 • Pu mp Sales & Service
COLLINS DRILLING & PUMP SERVICE, INC.
May 19, 1998
PO Box 0516
Carbondale, CO 81623
(970) 945-4079 • Fax (970) 963-2812
License No. 634
4 hour well test-beginning 11:00 a.m. with 10 gpm
Hoffmeister
Rifle, CO
Minute Pumping Hydraulic Depth
1 22 ft.
2 23 ft.
3 24 ft. 6 in.
4 26 ft. 4 in.
5 29 ft. 2 in.
6 33 ft.
7 39 ft. 6 in.
8 47 ft.
9 58 ft.
10 70 ft.
15 110 ft.
20 111 ft. 6 in,
25 112 ft.
30 112 ft. 6 in,
60 114 ft.
90 114 ft. 6 in.
120 114 ft. 6 in.
150 115 ft.
180 115 ft.
210 115 ft.
240 116 ft.
1 1/2 hp pump in well
22 ft. static level, max. gpm is 5
Test performed by Bill Collins
Collins Drilling & Pump Service, Inc.
GPM
10
10
10
10
10
10
10
10
10
10
5
5
5
5
5
5
5
5
5
5
5
Water Wells • Piling Holes • Eleuator Sltafts • Pump Tanks
Reside11tial1 Commercial, Agrirnlt11ral Irrigation • P11111p Sales & Seniice
1-ClRM NII
<,ws-:u
101'14
WELL CONSTRUCTION AND TEST REPORT
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
1. WELL PERMIT NUMBER (}1 J-1 3'3 5 CJ <g
2. OWNER~E(S) .':>tAf ;E '::ha.via 1-luf.l11t-1.,4~
Malfing Address _ __.'7r..,-r'-''m-Or=~?An..:.~"''+""'='"'ffv~~P-:--:-----
City, St. Zip ___ _.l~~:......,1',. J..!'~l"""'.P__,,_..._/',&,;,L... (,})--...:~"'-.. llw:~-~ ...... u:.£-_ ___ _
Phone ( ) ·
For Olllco Uso only
3. WELL LOCATION AS DRILLED: NG 1/4 Nt::1/4.-Sec. &,
DISTANCES FROM SEC. LINES:
Twp. {p ..S , Range q Z W ftl'f!J.,, . ----
ft. from • Sec. line. and ft. from Sec. line. OR ---(norm or co0111) ------,,(d..,..lls""t "'or"'lllw""os"'"Q
SUBDIVISION:· LOT __ BLOCK FILING(UNIT) __
STREET ADDRESS AT WELL LOCATION: ---
4. GROUND SURFACE ELEVATION It. DRILLING METHOD fftY r~ It/ J-IA -,----
DATE COMPLETED 6' / 1-fJ I ti~ . TOTAL DEPTH / {p() fl. DEPTH COMPLriED IL/~ It.
' 5. GEOLOGIC LOG:
D••"l , ""Rlp!J"'l of M~, ... {llj~•· .. ~ ,., ... ~ i'"iO ~,n-5 6. HOLE DIAM. (in.) FrQ (ft) .~o)t:)
161 Z-.-z..o ~
7. PlAIN CASING
~ ~ wf~~e F6+~t) ~~
Sd1 ~ Z-0 /4-<:t.
---?. S( P,~RF. CASING: Screen ~t ~e: 14~ ~ pvc__ Ii a >S 'ii:"
---
8. FILTER PACK: 9. PACKER PLACEMENT:
Material ------Type _____ _
Size -------Interval Depth
10. GROUTING RECORD:
Material Amount Density
REMAAKS: ___________ -t UrnM!± c; bt{gs 7 : I
~ 1 DISINFECTION: Type {!jt [()h' n.1 ~ Amt. Used '/ 'Z-(J a /Im
~2 WELL TEST DATA: □ Check box if Test Data is submitted on Form No. GWS ~9 Supplemental Well Test.
TESTING METHOD lh· V . ~
Static Level Z. ~ ft. Oatemme measured ":} l I '1 t1 <l I I : rJ1J a.,11, Production Rate_~,__ __ gpm.
Pumping level 11 J;b ft. Date/Time measured ~/I Cl · t\ ~ -:S ·. lJ1J 11,,,.,, Test length (hrs.)._-4-___ _
Remarks '
h3. I hav• read lh• slalemonts made herein and know lho conlonts thoroof, and that lhey aro lruo to my knowlodgo . (Pursuanl to Section 24•4•104 (l 3)(ol
C.R.S., tho making ol lalH •.talemenl1 herein _cons,lilulos porju,y ln !ho s e cond dogroo and is puni shable as a clan I misdemeanor.) /.,,
7 1
/
CONTRACTOR ft f) I Inc. l\n II, n A ~ fi,1AW) ~(. Phone (q70) qt(5 ~fo1q Lie. No.~
MailinaAnnr~ss f-f') -~'JI ~/(,., ('arVJm,,.n./J'lf Cfl '?l!o' 2 -:i; .
Name/Title (Please type or print) Sig~ ' /'/)' Date
r--/) I I .. -/ fL-,, r ~(I ( V ~ / z q I q~
SAKSON MORTGAGE 970 625 9566 , · . ij ,, , 'ft · 3 -u■:mrn £ FPPiRplL ' ) 7
JOHN C. ~I.PH.ART • CO,
GRANO JUNCTION lABORATORlfS
--------OS NORTH AV&.N\1£ • • OllAND JUNCTION, COLORADO 111af -------
AN41.YTICAI. RDORT •
Scott And Shon~ Ho~f~eister
740 East. Ave.
Ri+l•• CO 81&,50
home b25-290?~ FAX 62S-95b~
C:U.IIHII• No,-----------IA,_•~ No.. 7541 s.,np1e, ___ w_a_t_e_r _____ _
Sample
Total Coliform Bacteria
Tot.al Di1;.solved Solids
Ni t:r.tt.e <N)
Nit.rite <N>
Nitr~te/Nitrite<N>
UW4Mii'Ni
t>at • ..,.. _________ 5_/_2_9 __ /9_8 __
?541
TBO County R 227,
Rifle, CO 816~0
p -0097 CR 227
0 coloni&&/100ml
1,860 mg/l
0.02 mg/l
O.(J() mg/1
0.0:2 mg/1
L.~mit-s for
Public
w.ters, from
Colo. 0Ppt. 04
Health
l'IU ■t bo lsa~»
ttum on• colcmy
500 mg/1
10 mg/1
1 mg/l
10 111gtl
Di !"'ectoc• B -&.Au.r ..
AP-3 maws•~•-'·· ',, ,,., """1rcl& :t ~
June 22,2022
Christopher and Rebecca Harvey
993 CR 227
Rifle, Co 81650
Tally Ho Construction Inc
P.O. Box 188
Rifle, Co 81650
I ~MD
CONSTRUCTION
(970)625-0208
RIFLE COLORADO
RE: Harvey Secondary Dwelling Unit (SOU) (GAPA-03-22-8882)
To Whom it May Concern;
In response to your letter dated March 8, 2022 Please see below and attached revisions and
supplemental information to proceed with the Administrative Review Amendment Process.
1. Attached is Statement of Authority from Tally Ho Construction Inc authorizing Katie Parrington as
agent.
2. Colorado Division of Water Resources Well Permit Number 86992-F is attached demonstrating water
rights for 2 dwelling units.
3. Commonwealth Title Company File No. 2203013 Title Commitment attached.
4. Site Plan Attached showing proposed parking and driving areas for proposed SDU.
5. Please see Attached Break Out for Impact Analysis requirement's 4.203 G.
6. Please find attached Site Plan/OWTS Plan that shows final contours and storm water conditions
7. In Reference to Article 7, Division 1-3 standards the current and existing property is in compliance
with these standards. The roadway is already existing, applicant has adequate water supply, waste
water plan is established, Secondary Dwelling Unit in existing building will cause no disruption to wildlife
path.
We look forward to proceeding with the Administrative Review Process. Please let us know if you need
anything further.
Sincere I~
~arri on
Office Manager
Tally Ho Construction, Inc
• lphffHD
CONSTRUCTION
(970)625-0208
RIFLE COLORADO
RE: Harvey Secondary Dwelling Unit (SDU) (GAPA-03-22-8882)
Impact Analysis Requirement's 4.203.G
1. No Major Impact to neighboring properties. Adjacent land is currently a mix of agricultural and
residential houses.
2. The site features grass with no lakes, streams, or above ground water areas. All irrigation is piped
underground. The current topography slopes from east to west naturally. Current vegetation is native
dry land grass mix.
3. Soil Characteristics; soil is a type 2 soil consisting of silt loam texture with granular structure. No
impact on the proposed use.
4. N/A No hazards that would affect proposed use.
5. Please refer to Sopris Engineering Septic Design that adequately supports waste disposal.
6. Enviromental Impacts:
(A.) No impact to plants or animals in this area.
(B.) Wildlife will not be disturbed and can travel through with no impact as before.
(C.) No impact to Wildlife
(D.) No Radiation Hazard Present
7. No impact to neighbors as this metal building is already in place with gravel around for dust control.
8.The proposed use is for a Secondary Dwelling Unit with Residential use, Normal living hours.
Gar.field County
STATEMENT OF AUTHORITY
Pursuant to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of
Katie Parrington a agent (corporation, limited
liability company, general partnership, registered limited liability partnership, registered limited liability
limited partnership, limited partnership association, government agency, trust or other), an entity other
than an individual, capable of holding title to real property (the "Entity"), and states as follows:
The name of the Entity is _T_al....:;ly_H_o_C_o_n_s_tru_c_ti_on_,_ln_c __________________ _,
and is formed under the laws of _C_o_lo_ra_d_o ____________________ _
The mailing address for the Entity is _P_.o_._B_ox_18_8_R_i_fle_,_c_o_8_1_65_0 _____________ _
The name and/or position of the person authorized to execute instruments conveying, encumbering, or
otherwise affecting title to real property on behalf of the Entity is Robert Parrington, Jeffrey Parrington,
Katie Parrington
The limitations upon the authority of the person named above or holding the position described above
to bind the Entity are as follows (if no limitations, insert "None"): _"n_o_n_e'_' __________ _
Other matters concerning the manner in which the Entity deals with any interest in real property are (if
no other matter, leave this section blank): ____________________ _
EXECUTED this _1_5 __ day of _J_un_e ________ _, 2022
~:~•:~~~;nted)6.m~
Title (if any): President ----------------
STATE OF _C_o_lo_ra_d_o _____ )
)SS.
COUNTY OF _G_a_rfi_el_d ____ _,)
The foregoing instrument was acknowledged before me this 15th day of _J_un_e _____ _, 20~
by Jeffrey Parrington on behalf of Tally Ho Construction, Inc a
Corporation
Witness my hand and official seal. ~ ~
My commission expires: :::f4,yv-¥;( 6 , zv2.(,:_
(Date) (Notary Public)
[SEAL] COU...i \; :::owLER
NOTA.RY PU BLIC
STATE OF ::OLORADC
NOTARY ID #20224000610
My Commission i:xoir.as January 6, 2026
COLORADO
Division of Water Resources
ORIGINAL PERMIT APPLICANT(S)
CHRISTOPHER R HARVEY
REBECCA J HARVEY
WELL PERMIT NUMBER 86992-F
RECEIPT NUMBER 10019985
APPROVED WELL LOCATION
Water Division: 5
Designated Basin:
Management District:
County:
Parcel Name:
Water District: 39
NI A
NIA
GARFIELD
HOFFMEISTER EXEMPTION
Lot: 2. Block: Filing:
Physical Address: 993 COUNTY ROAD 22.7 RIFLE, CO 81650
NE 1/4 NE 1/4 Section 6 Township 6.0 S Range 92 .0 W Sixth P.M .
UTM COORDINATES (Meters. Zone: 13. NAD83)
Easting: 267945.5 North i ng:
PERMIT TO USE AN EXISTING WELL
ISSUAl~CE OF THIS PERMIT DOES MOT COMFER A WATER RIGHT
CONDITIONS OF APPROVAL
4382.628.0
·1.1 TI)is well shall be use d in such a way as to c ause no material injury to existing water r i ghts. The issuance or th i s permit does not
ensure that no i njury will occ ur to another vested water right or preclude another owner of a vested water right rrom seeking
relief in a c i vil court acti on.
2.) The construction of th is well shall be i n compliance with the Water Well Construction Rules 2. CCR 402-2., unless approval or a
variance has been granted by the State Board of Examiners o f Wa ter Well Construction and Pump Installation Contractors in
accordance w ith Rule 18.
3) Approved pursuant to CRS 37-90-137(2.), on the cond i tion that this well is operated in accordance with the West Divide Water
Conservancy Dis tri ct Augmentation Plan approved by the Div i sion 5 Water Court in case no. 05CW2.96. If this well is not
operated in accordance w i th the terms or said decree, it will be subject to administration including orders to cease diverting
water. WDWCD contract II 52.2.042.1CRH(a).
4) Approved as a well on a tract of land of 2.. 998 acres described as lot 2.., Hoffme is ter Exempt i on, Garfield Cour)ty.
5) Approved for the expansion of use or, an exi sti ng well. constrncted on October 2, 1966, to a depth of 80 feet and with pump
installation on October 2., 1966, all without a valid water well perm it and later registered under permit r10. 2.75599 (canceled I.
Issuance or this per rn i t hereby cancels per rn i t no. 275599.
6} The use of groundwater from this well is limi ted to ordinary household purposes inside one (1) single family dwelling, one (1)
accessory dwelling un i t, the irrigation of not more than 16,500 square feet of home gardens and lawns, and the watering of five
(51 head domestic an imals.
7) TI1e pumping rate or th is well shall not exceed 15 GPM.
8) TI1e annual amount of groundwater to be w i thdrawn shall not exceed 1.8 acre-foot (586,530 gallons).
9) The owner shall mark the well In a conspicuous location with the well permit number and name of aquifer as appropriate, and
shall take necessary means and precautions to preserve these markings.
101 A totalizing flow meter must be installed on this well and maintained in good wor~ing order. Permanent records of all diversions
must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
11) TI1is well shall be located not more than 2.00 feet from the location spec ified on this permi t and not rnore thar1 200 feet from
the location decreed for Hoffmeister Well no. ·1 i n case rm. W-1441 (decreed location is 700 feet from the North section line and
250 feet from the East section line).
NOTE: This well was decreed as Hoffmeister Well no. 1 i n Division 5 Water Court case no. W-1441. This well was decreed for
0.0396 cfs (17.8 gallons per minute). TI)e total depth of this well i s decreed as 80 feet. At the date of the entry of this decree
with the court on June 2.7, 1973, the well owner was: Carleton E. Hoffme i ster.
NOTE: Parcel Identification Murnber (PIN): 2.3-2.179-061-00-631
NOTE: Assessor Tax xhedule Number: Rl 11039
Printed 05-17-2022 For questions about this permit call 303.866.3581 or go to https:/ /dwr.colorado.gov Page 1 of 2
WELL PERMIT NUMBER 86992-F RECEIPT NUMBER 10019985
Date Issued: 5/17/2022
Issued By DWIGHT WHITEHEAD
Expiration Date: N / A
Printed 05-17·2022 For questions about this permit call 303.866.3581 or go to https:/ /dv1r.colorado.gov Page, Z of Z
Commonwealth Title Company of Garfield County, Inc.
127 E. 5th Street
Rifle, CO 81650
Phone (970) 625-3300 / Fax (970) 625-3305
1322 Grand Avenue
Glenwood Springs, CO 81601
Phone (970) 945-4444 / Fax (970) 945-4449
Date: April 5, 2022
File No. 2203013
Property Address. 993 County Road 227, Rifle
Christopher R. Harvey and Rebecca J. Harvey
Tally Ho Construction
Email: katie@tallyhoconstruction.com
COMMITMENT FOR TITLE INSURANCE
SCHEDULE A
File No. 2203013
1. Effective Date: March 29, 2022 at 7:59 AM
2. Policy or Policies to be issued:
(a) ALTA OWNER POLICY (ALTA 6-17-06)
Proposed Insured:
(b) ALTA LOAN POLICY (ALTA 6-17-06)
Proposed Insured:
3. The Estate or interest in the land described or referred to in the Commitment and covered herein is Fee Simple and
is at the effective date hereof vested in:
Christopher R. Harvey and Rebecca J. Harvey
4. The land referred to in this Commitment is situated in the County of Garfield, State of Colorado and
described as follows:
See Attached Exhibit "A"
TITLE CHARGES
Informational Commitment $550.00
COUNTERSIGNED: Pa.iri.c.A<, P. (3t,t.ywell, --------~~-~~~~~-------------
American Land Title Association
Schedule A
(Rev'd 6-06)
Authorized Officer or Agent
Valid Only if Schedule Band Cover Are Attached
Issuing Agent:
Commonwealth Title Company of Garfield County, Inc .
127 East 5th Street Rifle, CO 81650
File No. 2203013
EXHIBIT II A II
A parcel of land situated in Lot 1, Section 6 and Lot 4, Section 5 all in Township 6 South, Range 92 West of the 6th
P.M. said parcel being portions of those parcels described in Book 900 at Page 110, Book 500 at Page 238 and Book
1058 at Page 845 in the office of the Garfield County Clerk and Recorder and being more particularly described as
follows:
Beginning at a point on the westerly right of way of County Road No. 227 whence a witness comer for the Northeast
comer of said Section 6 bears North 13°46'39 11 West 301.82 feet (the Northeast comer of said Section 6 bears North
00°43'23 11 West 25.76 feet from the witness comer); thence South 00°09'40 11 West 528.02 feet along said right of way;
thence departing said right of way and along an existing fence line South 75°02'22" West 22.00 feet; thence South
52°46'24 11 West 34.50 feet; thence South 42°00'17 11 West 16.18 feet; thence South 42°00'17 11 West 103.82 feet; thence
North 89°50'20 11 West 50.00 feet; thence North 09°06'53" West 303.99 feet; thence North 00°09'40 11 East 344.06 feet;
thence South 89°50'50" East 227.70 feet to the Point of Beginning.
Also known as
Lot2
Hoffmeister Subdivision Exemption
According to the Plat recorded July 7, 1998 as Reception No . 528252
File No. 2203013
SCHEDULE B-SECTION 1
The Following are the requirements to be complied with prior to the issuance of said policy or policies. Any other instrument
recorded subsequent to the date hereof may appear as an exception under Schedule B of the policy to be issued. Unless otherwise
noted, all documents must be recorded to the office of the Clerk and Recorder of the County in which said property is located.
I. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will
obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or
Exceptions.
2. Pay the agreed amount for the estate or interest to be insured.
3. Pay the premiums, fees, and charges for the Policy to the Company.
4. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly
authorized, executed, delivered, and recorded in the Public Records.
This is an informational only commitment and no policy will be issued hereunder.
5. Receipt of satisfactory Improvement Survey Plat certified to the Company (i) prepared from an on-the-ground inspection by a
registered land surveyor licensed in the State of Colorado; (ii) currently dated, showing the location of the Property and all
improvements, fences, easements, roads, rights-of-way and encroachments or other matters identified in Schedule B -Section 2 of
this Commitment, to the extent such matters are capable of being shown, (iii) containing a legal description of the boundaries of
the Property by metes and bounds or other appropriate legal description; and (iv) meeting the criteria of Colorado Revised Statute
38-51-102(9), as amended, for an Improvement Survey Plat.
NM6
American Land Title Association Commitment
Schedule B -Section l -Form 1004-5
DISCLOSURES
Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph F provides: "Whenever a title entity provides the closing and
settlement service that is in conjunction with the issuance of an owner's policy of title insurance, it shall update the title
commitment from the date of issuance to be as reasonably close to the time of closing as permitted by the real estate records. Such
update shall include all impairments of record at the time of closing or as close thereto as permitted by the real estate records. The
title insurance company shall be responsible to the proposed insured(s) subject to the terms and conditions of the title
commitment, other than the effective date of the title commitment, for all undisclosed matters that appear of record prior to the
time of closing." Provided Commonwealth Title Insurance Company of Garfield County, Inc. conducts the closing of the insured
transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the
Owner's Title Policy and the Lenders Policy when issued. This Notice is required by Colorado Division of Insurance Regulation 8-1-2,
Section 5, Paragraph G.
Pursuant to Colorado Division of Insurance Regulation 8-1-2, notice is hereby given that affirmative mechanic's lien protection for
the prospective insured owner may be available upon compliance with the following conditions:
A. The land described in Schedule A of this Commitment must be a single family residence, which includes a condominium or
townhouse unit. B. No labor or materials may have been furnished by mechanics or materialmen for purposes of construction on
the land described in Schedule A of this Commitment within the past 6 months. C. The Company must receive appropriate affidavits
indemnifying the Company against all untiled mechanic's and materialmen's liens. D. Any deviation from conditions A through C
above is subject to such additional requirements or information as the Company may deem necessary; or, at its option, the
Company may refuse to delete the exception. No coverage will be given under any circumstances for labor or material for which the
insured has contracted for or agreed to pay. Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph M.
Pursuant to Colorado Division of Insurance Regulation 8-1-3, notice is hereby given of the availability of a Closing Protection Letter
which may, upon request, be provided to certain parties to the transaction.
Pursuant to C.R.S. §10-11-122, notice is hereby given that:
A) The subject real property may be located in a special taxing district; B) A Certificate of Taxes Due listing each taxing jurisdiction
may be obtained from the County Treasurer's authorized agent; C) The information regarding special districts and the boundaries of
such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor;
and D) The company will not issue its policy of policies of title insurance contemplated by the commitment until it has been
provided a Certificate of Taxes due from the County Treasurer or the County Treasurer's authorized agent; or until the Proposed
Insured has notified or instructed the company in writing to the contrary
C.R.S. §30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top
margin of at least one inch and a left, right, and bottom margin of at least one half of an inch. The clerk and recorder may refuse to
record or file any document that does not conform.
Pursuant to C.R.S. §10-11-123, notice is hereby given:
This notice applies to owner's policy commitments containing a mineral severance instrument exception, or exceptions, in Schedule
B, Section 2.
A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate
and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy
in the property; and B) That such mineral estate may include the right to enter and use the property without the surface owner's
permission.
If the transaction includes a sale of the property and the price exceeds $100,000.00, the seller must comply with the
disclosure/withholding provisions of C.R.S. §39-22-604.5 (Nonresident withholding).
Pursuant to C.R.S. §38-35-125(2), no person or entity that provides closing and settlement services for a real estate transaction shall
disburse funds as a part of such services until those funds have been received and are available for immediate withdrawal as a
matter of right. Colorado Division of Insurance Regulation 8-1-2, Section 5, Paragraph J. "Good Funds Law"
C.R.S. §39-14-102 requires that a real property transfer declaration accompany any conveyance document presented for
recordation in the State of Colorado. Said declaration shall be completed and signed by either the granter or grantee and Section
38-35-109 (2) of the Colorado Revised Statutes, 1973, requires that a notation of the purchasers legal address, (not necessarily the
same as the property address) be included on the face of the deed to be recorded.
File No. 2203013
SCHEDULE B -SECTION 2
Schedule B of the Policy or Policies to be issued will contain exceptions to the following matters unless the same are disposed ofto the satisfaction
of the company:
I. Rights or claims of parties in possession not shown by the Public records .
2. Easements, or claims of easements, not shown by the public records .
3 . Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts, which a correct survey and inspection of the
premises would disclose, and which are not shown by the public records.
4 . Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public
records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent
to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon
covered by this commitment.
6 . Any and all unpaid taxes, assessments and unredeemed tax sales .
7 . Any lien or charge on account of the inclusion of subject property in an improvement district.
8. Any and all water rights, claims , or title to water, whether or not the matters excepted are shown by the public record.
9 . Right of the proprietor ofa vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the
premises hereby granted, and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United
States Patent recorded September 27, 1900 as Rece ption No. 22990 and in Patent recorded June 11, 1910 as Reception No. 39693 .
I 0 . Undivided 2.5% interest in all oil and gas as conveyed in deed recorded June 28, 1956 as Rece ption No. 194569 and any and all interest
therein or assignments thereof.
11 . Ditch right of way, and plat notes and all other matters disclosed on the Hoffmeister Subdivision Exemption recorded July 7, 1998 as
Reception No . 528252 .
12 . Conveyance of mineral rights to Carleton E. Hoffmeister and Heather Hoffmeister in Quit Claim Deed recorded June 26, 2008 as _
Reception No. 751 225 , and any and all interests therein or assignments thereof.
13 . Any loss, claim or damage due to the incorrect legal description contained in Warranty Deed recorded July 16, 2007 as Reception No .
728034 .
14 . Reservation of any and all mineral rights as described in deed recorded July 16, 2007 as Rece ption No . 728034 and any and all
assignments thereof or interests therein.
15 . Deed of Trust from Christopher R. Harvey and Rebecca J. Harvey to the Public Trustee of Garfield County for the use of Wells Fargo
Banlc, N.A., showing an original amount of$269,500.00, recorded April 18 , 2016 as Reception No.876070 .
16. Deed of Trust from Christopher R . Harvey and Rebecca J. Harvey to the Public Trustee of Garfield County for the use of Alpine Bank,
showing an original amount of$1,000,000.00, recorded March 11, 2020 as Reception No.932861.
The Owner's Policy of Title Insurance committed for in this Commitment, if any, shall contain, in addition to the Items set forth in Schedule B -
Section 2, the following items :
(I) The Deed of Trust, if any, required under Schedule B -Section I. (2) Unpatented mining claims; reservations or exceptions in patents or in
Acts authorizing the issuance thereof. (3) any and all unpaid taxes , assessments and unredeemed tax sales.
NOTE : The policy (s) of insurance may contain a clause permitting arbitration of claims at the request of either the Insured or the Company.
Upon request, the Company will provide a copy of this clause and the accompanying arbitration rules prior to the closing of the transaction .
American Land Title Association Commitment
Schedule B -Section 2
Form l 004-12
COMMONWEALTH TITLE COMPANY PRIVACY POLICY
We Are Committed to Safeguarding Customer Information
In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that
you may be concerned about what we will do with such information -particularly any personal or financial information. We agree
that you have a right to know how we will utilize the personal information you provide to us. Therefore, we have adopted this Privacy
Policy to govern the use and handling of your personal information.
Applicability
This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use
information we have obtained from any other source, such as information obtained from a public record or from another person or
entity.
Types of Information
Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include:
•
•
•
Information we receive from you on applications, forms and in other communications to us, whether in writing, in person,
by telephone or any other means .
Information about your transactions with us, our affiliated companies, or others; and
Information we receive from a consumer reporting agency.
Use of Information
We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party.
Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or
service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the
period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality
control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or
more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and
casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal
companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as
described above to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other
financial institutions with whom we or our affiliated companies have joint marketing agreements.
Former Customers
Even if you are no longer our customer, our Privacy Policy will continue to apply to you.
Confidentiality and Security
We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to
nonpublic personal information about you to those individuals and entities who need to know that information to provide products or
services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be
handled responsibly and in accordance with this Privacy Policy. We currently maintain physical, electronic and procedural safeguards
that comply with federal regulations to guard your nonpublic personal information.
~~le!:~~~~ ~l1~~•UM ~~,~ ~Iv ~~~•t~~ ivi 11111
07/07/2022 09:57:40 AM Jean Alberico
1 of 1 Rec Fee:$13.00 Doc Fee:0.00 GARFIELD COUNTY CO Le Garfield County
STATEMENT Of AUTHORITY
Pursuant to C.R.S. §38-30-172, the undersigned executes this Statement of Authority on behalf of
Katie Parrington a agent (corporation, limited
liability company, general partnership, registered limited liability partnership, registered limited liability
limited partnership, limited partnership association, government agency, trust or other), an entity other
than an individual, capable of holding title to real property (the "Entity''), and states as follows:
The name of the Entity is Tally Ho Construction, Inc __________________________ __,
and is formed under the laws of Colorado -------------------------The mailing address for the Entity is P.O. Box 188 Rifle, Co 81650 -----------------------
The name and/or position of the person authorized to execute instruments conveying, encumbering, or
otherwise affecting title to real property on behalf of the Entity is Robert Parrington, Jeffrey Parrington,
Katie Parrington
The limitations upon the authority of the person named above or holding the position described above
to bind the Entity are as follows (if no limitations, insert "None"): _"n_o_n_e'_' __________ _
Other matters concerning the manner in which the Entity deals with any interest in real property are (if
no other matter, leave this section blank): ____________________ _
EXECUTED this _15 __ day of _Ju_n_e ________ ~ 2022
~!~a:~~~nted)A m~
Title (if any): _P_re_s_id_en_t ____________ _
STATE OF _C_o_lo_ra_do ____ _,)
)SS.
COUNTY OF _G_arfi_1_el _d ____ _,)
The foregoing instrument was acknowledged before me this~ day of _Ju_n_e _____ ~ 20~
by Jeffrey Parrington on behalf of Tally Ho Construction, Inc a
Corporation
Witness my hand and official seal. c::::;;::~
My commission expires: ~-4.VVA!;Y'. 6 , M 6 ~
(Date) (Notary Public)
[SEAL] COLLiN FOWLER
NOTAR Y PUBLIC
STATE OF COLORADO
NOTARY 113 #20224000610
Mv Commission Exoir.as January 6, 2026
~ ABSORPT ION/TREAT ~NT FIELD INSTALLAT ION NOTE:
~l. THE BOTTOM OF EACH TRENCH TO BE EXCAVATED TO A MAX IMUM DEPTH OF
36-INCHES BELOW THE EX ISTING SURFACE GRADES, WITHIN THE NAT IVE SILT LOAM
SOILS . THE TRENCHES SHALL BE EXCAVATED TO THE SPECIFIED DEPTH W ITH THE
BOTTOM ABSORPTIVE SUR FACE SCARIFIED BY A FINAL PASS OF THE EXCAVATOR
BUCKET TEETH.
2. THE CHAMBERS SHAL L BE INSTAL LED ON LEVEL GRADE IN EACH TRENCH OVER THE
SCARIFIED SOI L . THE INSTAL LED CHAMBERS & END CAPS SHAL L BE COVERED W ITH
•
~.
3.
NON -WOVEN FI LTER FABR IC & BACKF I LLED WITH A M INI MUM 12.-INCHES OF COVER
OVER THE TOP OF THE CHAMBERS . r)
THE FINISH GRADE ACROSS THE FIELD SHA LL BE SLIGHTLV MOUNDED ABOVE EX IST I NG
ADJACENT GRADES A M INIMUM 6-INCHES ALONG THE CENTER OF THE FIELD & A
INSTAL L CHAMBER END CAP
ON A LL END CHAMBERS
'-I
4.
5.
6.
M INIMUM 4-INCHES AROUND THE PER I METER ABOVE EXIST ING GRADES.
IF LARGE COBBLES OR BOULDERS ARE ENCOUNTERED I N ANV PORTION OF THE
EXCAVATIONS, OVER EXCAVATE AS NEEDED AND BACKFILL WITH ASTM-33 (CONCRETE
SAND) TO THE BOTTOM OF TRENC H ABSORPTIVE SURFACE GRADE.
I NSTAL L 4" PVC RISER PIPE INSPECTION PORT AT EACH CHAMBER ENO CAP. FOR
QU I CK-4 CHAMBERS , I NSTALL 4" PI PE RISER IN ONE OF THE PAIRED ENO CAP TOP
PENETRATION CUT OUTS OR FOR BIODIFFUSER INSTALL4" PI PE RISER IN THE TOP
PENETRATION CUT OUT ON EACH END CHAMBER . EXTEND RISER W/ THREADED CAP
M IN. 6" ABOVE FIN ISH GRADE. INSTAL L FITTING AND/OR SCREWS TO HOLD BOTTOM
OF RISER MIN. 9 " ABOVE INFILTRATIVE SURFACE (TYP.EACH CHAMBER ROW END CAP)
ENGINEER TO INSPECT EXCAVATION AT TIME OF CONSTRUCTION TO VERIFV SOIL
CONDITIONS & LAVOUT OF TRENCHES. ALL WORK TO BE APPROVED BV THE ENGINEER
PR IOR TO BACKF I LL OF TANK , PI PING AND CHAMBERS.
INSTALL 4 " RISER PIPE INSPECT ION PORT EXTEND L t
RISER W/ PUSH ON CAP MIN. 4" BELOW FINISH 0
GRADE & COVER WITH 6" DIA . VALVE BOX SET , "-2
W ITH LID 1" ABOVE FI NSH GRADE
(TYP. EACH TRENCH CHAMBER ENO CAP)
' TOP PER IMETER OF FIELD SURFACE TO BE
MOUNDED 4 " ABOVE SURFACE GRADES
'-
~ CONCRETE DISTRIBUTION BO X WITH BAFFl£
----:~~~:t._LE~l~R1LA~ srrtcs~Zr!tf
STU ABSORPTIONfTREATMENT FIELD
USE 30 QU I CK -4 CHAMBERS IN 2 TRENCHES 62 ' LENGTH
WITH 15 CHAMBERS PER TRENCH PLUS END CAPS FOR
A TOTAL ABSORPTION AREA OF 350 S.F.
~ I I "'-
VAR IABLE TRENCH EXCAVAT ION DEPTHS.
EACH TRENCH SURFACE ABSORPTIVE SURFACE
APPROX, 2'-3' BELOW EX ISTI NG GRADE
4" 'PVC DISTR IBUT ION ;IPE, INSTA LL
INTO UPPER END PENETRATION
_ ---OF END CAP {TYP.) --'"'-' '
RlOO '
\ -4" PVC EFFLUENT PIPE@ M I N. 1%,
'-.-..._ USE SCHD-40 OR SDR -26
BED & BACKFIL L W/ SELECT NATIVE
OR CLASS -6
Rebar~-.nd Cap
LSWo. "972
eB
EX WELL DWRPERMIT #49861-f 7
)
0
INSTALL A 2-COMPARTMENT 1000-GALLON CONCRETE SEPTIC TANK
{USE VALLEV PRECAST ITEM-1000T-2CP-EF OR EQUAL)
~ INSTALL INLET SAN IT ARV TEE & OUTLET EFFLUENT FILTER ASSEMBLV.
\_ INSTALL WITH (2) 24" DIA. BV 24 " DEEP CONCRETE RISERS WITH LIDS.
TOP OF RISERS/LIDS TO BE INSTALLED@ + 3 " ABOVE FIN ISH GRADE .
'-\
4 " PVC GRAVITV SEWER PIPE. 2% SLOPE±,
BED & BACKFI LL SCREENED NATIVE
' PROPOSED 4 " 2-WAV CLEANOUT
i----34'--'._,---j
ACCESSORV STRUCT U RE
G AGE/APARTMENT
7-:.iiil~
4D '
OWTS .DESICN PLAN
6" VALVE BOX
----
)
'p
I
EXTEND 4 " RISER P!PE
MIN. 3" THROUGH END
CAP OR CHAMBER PRE
FORMED PENETRATION
SECURE WITH SCREWS
THROUGH PENETRATION
6 " VALVE BOX
CAP ----~"'"T---JL-~f'.'.'LANGE INTO PIPE
\
0
000
DISTRJBUT/ON BOX UD
AT GROUND SURFACE
RISER SECTION
BAFFLE
4" DIS TRIBUTION
GRAVITY LINE
FROM SEPTIC TANK
4" EFFLUENT PIPE FROM
DISTRIBUTION BOX
4" SOLID PVC GRAVITY
DISTRIBUTION PIPES (TYP.)
TO ABSORPTION FEILD
_____;/ . '
INVfRTIN
'"" 8 " AGREGAT E BASE COURSE
~COMPACTED SUBGRADE
:r'
"
QU/CK -4 INFILTRATOR
END CAP
QU/CK-4 INFILTRATOR
OR EQUAL BJO DIFFUSER
CHAMBER
INSPECTION PORT CONNECTION DETAIL
N.T.S.
CONNECT INDIVIDUAL 4" DISTRIBUTION PIPE
TO HEAD OF EACH CHAMBER TRENCH (TYPICAL EACH TRENCH).
INSTALL CONNECTJON AS NEEDED FROM END OR SIDE INL ET
PORT OF EACH INFILTRATOR CHAMBER END CAP.
CHAMBER END CAP
CHAMBER END CAP CONNECTION DETAIL
N.T.S.
DISTRIBUTION BOX DETAIL
N.T.S.
NATIVE , YARD OR LANDSCAPED SUR FAC E
Ll
6 "MIN.
ti
4" MIN. >;..,µ;.c<~-;'-LLC R~, , , 4 " t--~~1~~B6L~g;~x;!~Lf OR
COMPACTED SUBGRADE
TRENCH CROSS-SECTION FOR
SDR-35.26 OR SCHD-40 PIPES
N.T.5.
HARM Donia:n Ca1cul1Uons om
The proposed onsite wastewater treatment syste m /OWTS) Is being installe d to serve a smilll
apartment and garage shop facility .
The design flow treatment capacity is calculated as follows for a m in imum equivale nt
2-bedroom single family residence.
From the Regulation 43 usage table :
M inimum population based on 2 bedrooms= 4 persons.
Ga/Ions per day per person =75 gal/person/day, No peaking factor
Max. Design flow (Qd)gallons/day =(#of people) x /avg. f/owjgal/person/day.
Design flow Qd = 4 *75 =3 00 gpd
Sept ic Tank Design
Us e a 1000 gallon, two compartm e nt concrete septic t ank with an e ffluent filter out let sanitary
tee in the second chamber. Tank shall be installed with sealed concrete risers and lid s to the
finish grade surface.
Preliminary Sub Surface Conditions and Testing
A subsurface soil investigation and site assessment was performed by Sopris Engineering in on
July 30, 2021 . The soils in the proposed field envelope area were sampled and characterized by
application of the USDA visual/tactile soil texture method analys is from samples in two profile
pits. Generally the soils below approx imately 12 inches of topsoil consist of medium dense silt
loam texture soi! with slightly blocky to granular structure to the profile pit dep!h of 8 feet.
The soils contain less than 10% scattered gravel or rock content to the 8 -feet depth eJ1plored
below the surface grades. No free water was encountered in the pit excavations. No evidence of
seasonal high ground water or redox conditions was observed in the profile pits. Seasonal high
Groundwater leve/5 are expected to be below 10 feet from the existing surface grades on the
relatively flat terrain .
The native soils sampl ed from 2-3 feet below the surface, in th e vicinity of the proposed field,
are characterized as a soil type 2 consisting of silt loam texture with granular structure. This soil
has an effective loading rate for conventional soil treatment of 0.6 Gal/5,F./day for a level 1
conventional treatment system . The equivalent percolation rate is assumed to be 20~30 minutes
per inch . The soils are suitable for a sha/Jow conventional absorption field consisting of
gravelless infiltration chamber units .
Soil Treatment Unit/ Absorptio n System Design
The treatment/absorption field is designed based on utilizing the effective long Term
Acceptance Rate (L TAR) for the native soils and the application of appropriate loading factors
for a soil treatme nt unit system utilizing gravity distribution to gravelless chamber trenches. Th e
new treatment system and absorption field will con sist of gravity distribution of septic tank
effluent via a distribution box to individual chamber trenches with treatment across the native
soil absorptive surface.
Lo ng Term Accepta nce Rate /l TARJ
Considering the application of the state regulation 43:
Receiving Wastewater Treatment Level 1;
LTAR; (Table 10-1 Soil type 2 loading rate for a silt loam is /0.6 gal./S.F./day);
Design Flow; Qd = flow /gal/dayj = 450 gpd
Loading factors; (Table 10-2, Gravity application trenches, L.F.1 = 1.0)
(Table 10-3, Grave/less chambers, LF.2 "'0. 7)
STU absorption treatment area; A"' Area S.F .;
A(sf) = Qd x LF.1 x LF.2. ·
LTAR
A(sf) = 300 gpd x 1.0 x 0.7 = 3505.F.
0.6 Gal/5.F./day
Number of Quick-4 Infiltrator chambers 4'x3 'x12"chambers :
3SO S.F. "' 29 chambers ; Use 30 chambers
12 S.F./Chamber
Number of Equivalent Arc chambers S'x3'x12"chambers :
350 S.F. "' 23 chambers ; Use 24chambers
15 S.F./Chamber
Use 30 Quick -4 Infiltrator chambers in 2 trenches 62 ' long by 3' wide with 15 chambers units
per trench plus two end caps as delineated on the plan. Alternative use 24 Arc chambers in 2
trenches 60' Jong by 3 ' wide with 12 chambers units per trench with ends caps . The septic tank
effluent will be gravity distributed to the head of each chamber row via individual distribution
pipes from a distribution box.
Item#
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0 PRBCA8T Ille. ...... --·-f Emil;~
CROWN FJELD TRENCH TO
DIVERT SURFACE WATER
4 " PVC INLET PORT
IN END CAP
,_ ___ 3' MIN -H--t---4' MIN -------J
BACKFILL WITH SCREENED
ONSITE SOILS FREE OF ROCKS IN EXCESS'__J-,;----~---j--~---j
OF 3" DIAMETER OR USE 3/4" TO 1.5' 12"-24 "
SCREENED ROCK
-
Fil TfR FABRIC _...---------t"""" 12··
BACKFILL lAYER NATURAL ONSITE------------L ,· -'--,------'.l'-----t-------~-~
SOILS FREE OF ROCKS ,.. .;,, I 6"
SCARIFV/TILL BOTTOM SURFACE TO A DEPTH UND ISTUR BE D EARTH Si lty l
OF3 " LOAM SOIL
NOTE: ALL CHAMBERS IN EACH TRENCH MUST BE INSTALLED ON LEVEL
GRADE OVER 3 " ASTM -33 FILTER SAND LEVELING COURSE.
MAXIMUM DEPTH OF TRENCHES NOTTO EXCEED 36" BELOW PROPOSED
SURFACE GRADES. INLET AND END CAPS ARE TO BE INSTALLED ON EACH
END CHAMBER ROW. IF EXCESSIVE LARGE COBBLES OR BOULDERS ARE
ENCOUNTERED IN ANV PART OF THE EXCAVATION, OVER EXCVATE AND
BACKFILL WITH SAND OR SUITABLE SCREENED NATIVE SOILS.
CHAMBER TRENCH CROSS SECTION DETAIL
N.T .S.
1.
2 .
3 .
THE OWTS AS SHOWN ON THE PLAN AND THE DETAILS WERE DESIGNED BY SOPRIS ENGINEERING .
THE EXISTING/ PROPOSED LOT CONDITIONS BV SOPRIS ENGINEERING AND SURVEY/PLAT
INFORMATION SHOWN IS BASED ON /LC BY BOOKCLIFF SURVEV, 6-1 -07. PROPOSED STRUCTURES
BY TALLV HO CONSTRUCTION.
PRIMARY OWNER NAME AND ADDRESS : HARVEY, CHRISTOPHER R & REBECCA J, 933 CR 227,
(MILLER lANE) RIFLE, CO 81650, CONTACT: CHRIS HARVEV.
SITE ADDRESS: 993 County Rd 227, Silt, CO 81652 4 .
s. ' legal Summary Sectron 6 Township 6 Range 92 A PARCEL IN LOT 1 OF SEC 6 & LOT 4 OF SEC~
AS PORTIONS OF PARCELS DESCRIBED IN BK 900 PG 110, BK SOO PG 238, AND BK 1058 PG 845, :.; ·d 28:377 •
AKA LOT 2 HO FF MEISTER EXEMPTION J .':!Pf 05, 2021 .... f};
6.
7.
8 .
9 .
0.-:-•• •• ~
Parcel Number: 217906100631 ~~ (-.:-., ···~ •• ••••• rff'
'~..,;__\sl'ONAL ~~.
COUNTY SEPTIC PERMIT#:----~ ISSUED ______ ""¾qn_i~"
CONTRACTOR: TALLY HO CONSTRUCT/ON, 970 62S 0208, "jeff@tallyhoconstruction.com"
DWR WELL PERMIT NO. 49861 -F, (33398 MH), AUGMENTATION WEST DIVIDE'WATER
CONSERVANCY DISTRICT CONTRACT NO. 98022555H (a), 1998.
orrs SYSTEM NOTES
1. All MATERIALS AND INSTALLATION SHALL CONFORM TO STATE AND COUNTY ONSITE
WASTEWATER TREATMENT SYSTEM (OWTS) REGULATIONS.
2. IT IS THE RESPONSJBILITY OF THE CONTRACTOR TO CONTACT All UTILITY COMPANIES FOR
FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION AND EXCAVATION .
3. ALL SEWER UNES TO BE SDR-35 OR SCHEDULE 40 P.V.C. PJPE UNLESS NOTED OTHERWJSE .
4 . INSTALL A TWO -WAY CLEAN OUT ON THE SERVICE LINE FROM THE STRUCTURE AND AN
ADDITIONAL CLEANOUT WITHIN 100' SECTION OF EFFLUENT DISCHARGE PIPE .
5. THE SEPTIC TANK SHALL BE INSTALLED LEVEL ON COMPACTED EARTH. INSTALL WATERTIGHT
RISERS AS NECESSARY TO BRING All REQUIRED ACCESS POINTS TO THE FINISHED SURFACE
GRADE. BACKFIL L WITH SUITABLE NATIVE SOIL FREE OF BOULDER AND ROCK IN EXCESS OF 3 "
DIAMETER.
6. A SANITARY BAFFLE TEE IS REQUIRED ON THE SEPTIC TANK INLET AND OUTLET. INSTALL THE
INLET AND OUTLET TEES PLUMB AND IN A POSITION TO ALLOW EASY INSPECTION AND
MAINTENANCE OF TANK FROM THE TANK RISERS.
7. INSTALL A 4" EFFLUENT FILTER ON THE 4 " OUTLET TEE OF THE SEPTIC TANK. THE FILTER
SHOULD BE INSPECTED EVERV SIX MONTHS. Tl-IE EFFLUENT FILTER SHALL BE MAINTAINED
AND CLEANED WHEN THE TANK IS PfRJODICALLY PUMPED OR AS NECESSARY. INSTALL A
SU!TABLE EXTENSION ON THE FILTER WITH A HANDLE TO BE WITHJN 6 " BELOW THE ACCESS
UD .
8. THE CONTRACTOR SHALL ENSURE THAT THE SEWER LINES, SEPTIC TANK AND RISERS ARE
WATERT!GHT. ALL PLUMBING FIXTURES AND OWTS COMPONENTS SHAH BE INSTALLED AND
MAINTAINED TO AVOID SURFACE OR GROUNDWATER FROM ENTERING THE SYSTEM AND TO
PREV ENT LEAKAGE FROM TH E SYSTEM.
9. THE DIMENSIONS AND NOTES SHOWN ON THE PLAN INDICATE MINIMUM AREA, LENGTH,
WIDTHS AND SEPARATION DISTANCES FOR THE TRENCHES, BED OR MOUNDED ABSORPTION
FIELD.
10. THE ABSORPTION TRENCHES SHALL BE EXCAVATED TO LEVEL GRADE IN NATIVE EARTH. THE
TRENCH BOTTOM AND SIDEWALLS SHALL BE SCARIFIED AND/OR RACKED IF SMEARING
OCCURS. IF EXCESSIVE LARGE COBBLES OR BOULDERS ARE ENCOUNTERED IN ANY PART OF
THE EXCAVATION OVER 6" FROM THE PROPOSED TRENCH BOTTOM SURFACE, OVER
EXCAVATE AND BACKFILL WITH SAND.
11. THE LEACHING CHAMBERS SHALL BE INSTALLED LEVEL WITH A MINIMUM COVER OF 10
INCHES NOT TO EXCEED 24 INCHES.
12. LEACHING CHAMBERS WILL BE PlACED IN THE EXCAVATION OVER THE NATIVE SOIL OR
SELECT SOIL REPlACEMENT OR ASTM-33 SAND LEVELING COURSE. END CAPS SHALL BE
INSTALLED ON THE END CHAMBERS IN EACH TRENCH .
13. VERTICAL INSPECTION PORTS SHALL BE INSTALLED FROM THE PRE MARKED HOLE ON THE
TOP OF EACH END CHAMBER OR ENO CAP. (TYP . BOTH ENDS OF EACH ROW) THE PORTS
MAY HAVE THREADED CAPS AT GRADE OR HOUSED IN A 6" VALVE BOX.
14. THE CHAMBERS Will BE BACKFILLED WITH EXCAVA TED MATERIAL VOID OF ROCKS, THE
BACKFILL MATERIAL SHALL NOT EXCEED 2 1/2" DIAMETER AND SHALL BE PLACED TO AT
LEAST 6 INCHES ABOVE THE TOP OF THE CHAMBERS. THE TOP OF THE PLACED BACKFILL
SHALL BE COVERED WITH A LAYER OF FILTER FABRIC. A MIN/MUM 3" DEPTH OF TOPSOIL IS
TO BE PLACED ABOVE THE BACKFILL TO THE SURFACE & Rf VEGETATED.
15. INSTALLATION OF LEACHING CHAMBERS SHALL BE IN CONFORMANCE WITH THE
MANUFACTURES INSTALLATION INSTRUCTIONS .
16. THE ABSORPTION TRENCHES/BED OR MOUND MUST BE GfNERALL Y MARKED AT THE FOUR
CORNERS WITH INSPECTION PORTS AND/OR BURIED REBAR. THE FIELDS MUST BE PROTECTED
FROM VEHICULAR AND LIVESTOCK TRAFFIC.
17. THE ABSORPTION FIELD SURFACES MUST BE SLOPED OR SLIGHTLV MOUNDED TO DIVERT
SURFACE DRAINAGE AWAY FROM THE FIELD.
18. THE ABSORPTION FJELD SHALL BE INSTALLED PER THE REQUIRED SETBACK DISTANCES :
10 FEET FROM ANY PROPERTY LINE.
25 FEET FROM ANY POTABLE WATER SUPPLY LINE .
20 FEET FROM ANY OCCUPIED DWELL/NG WITH CRAWL SPACE .
100 FEET FROM ANV WELL, SPRING OR CISTERN .
50 FEET FROM ANY STREAM OR WATER COURSE .
DISTRIBUTION SYSTEM NOTES;
1. AN EFFLUENT FILTER SHALL Bf INSTALLED IN THE DISCHARGE TEE IN THE SECONOARV
COMPARTMENT OF THE SEPTIC TANK. Wf RECOMMEND THE INSTALLATION OF AN
ORENCO SYSTEMS 4" EFFLUENT FILTER FILTERED EFFLUENT TAHT Will DISCHARGE TO A
CONCRETE DISTRIBUTION BOX WITH RISERS AND L!D AT THE SURFACE .
2. THE DISTRIBUTION SYSTEM WILL BE INSTALLED TO ALLOW FOR EFFLUENT TO BE EQUALLY
DISTRIBUTED TO THE ABSORPTION TRENCHES VIA INDIVIDUAL 4 " DISTRIBUTION LINES
CONNECTED TO THE HEAD OF EACH CHAMBER TRENCH .
3. THE MINIMUM SLOPE OF THE DISCHARGE LINE FROM THE TANK TO THE DISTRIBUTION
BOX SHALL SHALL Bf INSTALLED AT A MINIMUM 1% SLOPE . THE INDIVIDUAL
DISTRIBUTION LINES AT THE HEAD OF THE TRENCHES SHALL BE INSTALLED AT A MJNIMUM
OF 2% SLOPE.
O'l'ESl'JNG. INSPECTIONS AND CONSI'RUCTION llANAGKKfiNT;
1. ADDIT!ONAL GEOTECHNICAL EVALUATIONS AND INSPECTIONS BY THE ENGINEER SHOULD BE
PERFORMED DURING INITIAL STAGES OF CONSTRUCTION TO VER/FY SO!L CONDITIONS AND
OWTS DESJGN.
2. THE EVALUATIONS AND INSPECTIONS MAY RESULT IN MODIFICATJONS TO THE DESIGN THAT
MAY INCLUDE FIELD SIZE REVISIONS AND POSSIBLE SOIL REPLACEMENT IN SELECT AREAS IF
NEEDED. SUFFICIENT NOTICE TD THE ENGINEER BY THE PROJECT MANAGER/CONTRACTOR
NEEDS TO BE MADE IN ORDER TO SCHEDULE THE SITE /NSPECTJONS.
3. PRIOR TO CONSTRUCTION OF THE PERMITTED SYSTEM THE ENGINEER SHOULD BE CONTACTED
BY THE PROJECT MANAGER/CONTRACTOR WELL IN ADVANCE TO PROVIDE ADEQUATE TJME TO
DISCUSS THE SVSTEM COMPONENTS WITH THE CONTRACTOR, ANSWER QUESTIONS, RESOLVE
ANY CONFLICT ISSUES AND SCHEDULE INSPECTION SITE VIS!TS BASED ON CONSTRUCTION
PROGRESS.
4. COUNTY REGULATIONS REQUIRE THAT THE DESIGN ENGJNffRS OF RECORD PERFORM SITE
INSPECTIONS OF THE PERMITTED SYSTEM DURING CONSTRUCT/ON AND PROVIDE "AS-BUILT"
DOCUMENTATION OF THE INSTALLED SYSTEM TO THE COUNTY AFTER CONSTRUCTION IS
COMPLET E. TH E ENGINEER SHOULD BE CONTACTED AND NOTIFIED OF THE CONSTRUCTION
SCHEDULE.
5. THE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT SHOULD BE CONTACTED AT LEAST 48
HOURS PRIOR TO FINAL BACKFILL OF COMPONENTS TO PROVIDE ADVANCED NOTICE OF
CONSTRUCTION SCHEDULE IN ORDER TO PERFORM A FINAL INSPECTION OF THE IN PLACE
COMPONENTS . The Garfield County contact is: Ted White, P.E., Environmental Health
Specialist I/I.Garfield County Public Health; twhite@garfield-county.com, 970-945 -6614 x 8106
(main office) or 970-230 -2442 (mobile)
6. OUR DESIGN AND RECOMMENDATIONS AR E BASED OUR SITE ASSESSMENT, SOIL EVALUATION
AND UPON INFORMATION SUPPLJED TO US BY OTHERS. IF SUBSURFACE OR SITE CONDITIONS
ARE FOUND TO BE DIFFERENT FROM CONDITIONS ASSUMED OR INDICATED, WE SHOULD BE
NOTIFIED TO EVALUATE ANV EFFECT ON THE PROPOSED OWTS . IF THE COUNTY REQUESTS
CHANGES OR MODIFICATIONS TO THIS DESIGN, WE SHOULD BE CONTACTED TO EVALUATE
AND RESPOND TO THE REQUEST.
7. CONTRACTOR SHOULD REVIEW ANY CONDITIONS ON THE ISSUED PERMIT AND COORDINATE
WITH THE ENGINEER REGARDING CONSTRUCTION OF THE SYSTEM. THE CONSTRACTOR
AND/OR SYSTEM JNSTALLAR SHOULD PHOTO DOCUMENT ALL PHASES OF OWTS
CONSTRUCT/ON AND INSTAllATION OF COMPONENTS.
8. IF YOU HAVE ANY QUESTION OR NEED ANY ADDITIONAL INFORMATION, PLEASE CALL PAUL
RUTLEDGE AT SOPR!S ENGINEERING, 704 0311.
G:\2021\31154-HARVEY\C IVIL\C IVIL DWGS\DE\31154-DE-OWTS PlAN.DWG • Aug 05, 2021 • 2:45pm
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DATE: AUGUST 6, 2021
JOB NO . 31154
SHEET C1
ISSUE3/9/22DRAWN BYJeff ParringtonCLIENTChris & Becky Harvey993 County Road 227PROJECTHarveyPROJECT NO.006C.01Site Plan Miller Lane
Existing House
Gravel Parking Area
Secondary Dwelling Unit
Parking
New Metal
BuildingExisting
Metal
Building
Proposed New
Leach Field
60'-0"8'-0"8'-0"Overhang
Overhang
40'-0"
20'-0"
20'-0"
40'-2 13/32
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SITE PLAN
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PROPERTY DESCRIPTION
L O T 2, HOFFMEISTER E XEMPTION PLAT
COUNTY OF GARFIELD, STATE OF COLORADO
NOTES
1 .) DATE OF SURVEY WAS A UGUST 08, 2021.
§gR
.;~~ 1!~ d~t
2.) THIS SURVEY WAS PREPARED WI THOUT THE BENEFIT OF A ,__i"_-J __
CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A
TITLE SEARCH BY THIS SURVEYOR OR BOOKCLIFF SURVEY
SER VICES, INC. OF TH E PROPERTY SHOWN TO DETERMINE
OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR
EA SEMENT OR ENCUMBRANCES OF RECORDS AFFECTING
THIS PARCEL.
3 .) THE PROPOSED BUILDI NG SITE AND LEACH FIELD ARE
NOT LOCA TED WITHIN A 3 0% SLOPE AREA.
4 .) THIS SITE PLAN DOES NOT R EPRESENT AN IMPROVEMENT
SURVEY PLAT OR IMPROVEMENT L OCATION CERTIFICATE
SURVEY BY BOOKCLIFF SURVEY SERVICES, INC. OR A N D OF
ITS ASSOCIATES.
S URVEYOR'S STA TE M E N T
I, MICHAEL J. LAN GHORNE, DO HEREBY CERTIFY THAT THE
SURVEY SHOWN HEREON WAS P REPAR ED BY ME OR UNDER
MY DIRECT SUPERVISION, I S BASED ON MY KNOWLEDGE,
INFORMATION, BELIEF AND THAT THIS SURVEY IS A TRUE
REPRESENTATION EREOF. THIS CERTIFICATE IS NO T
INTENDED~ E-A R IMPLIED WARRANTY OR
GUARA~fd.rO~Jv h CEPT THOSE STATED IN
THE PR EOp;JJi l'{6--§
l(i1f~f -
MIC¥1E ~ t("-LAJ§t DO REGISTRATION NO.
3657 ff •
F OR A'NI'J fJN ~EHA LF 0
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OAT£, B/20/21
PROJE CT NO.
2 11 29-0 1
SHEET 1
OF 1