building department copy

Garfield County Building & Planning Department

108 8th Street Suite 401

Glenwood Springs, CO 81601-

Phone: (970)945-8212 Fax: (970)384-3470

Project Address Parcel No.

2730 HIGHWAY 13 212731300228 RIFLE, CO 81650-

OWner Information Address

Family of faith church outreach, Inc ~~~~ ~~1~~0

Contractorls I Mark Opstein

Proposed Construction I Details this permit is attached to BLRE-6-09~1096

FEES DUE

Fee

Phone (970)625-3844

FEES PAID

Amount Inv Total

·P~rmitN().S EPT.;6·09 .. .f097· .. ··f'eimitType:S!!pticPermit

Work.Classification:New Permit Status-Active

Issue Date: 9/18/2009 Expires: 09/18/2010

Subdivision Section Township Range

31 5 92

Phone Cell

Primary Contractor Required Inspections:

Yes ,.,'".p,"(;o", "II. 1 (970)384-5003

Inspection 'VR

Valuation: $ 0.00

Total Sq Feet: o See Permit Record

Paytype Amt Paid Amt Due

Septic Fee w Alteration or Rep,

Total: $73.00

$73.00 Inv # SEPT-6-09-19519

$ 73.00 Check # 1760 $73.00 $ 0.00

Friday, September 18,2009

Building Department Copy

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GARFIELD COUNTY SEPTIC PERMlT APPLICA TION 108 8~ Street, Suite 401, Glenwood Springs, Co 81601

Phone: 970-945-8212 1 Fax: 970-384-34701 Inspection Line: 970-384-5003 WWVV .Ilarfield-countv .com

Parcel No: (this Information is available al the assessors office 970.945-9134) 2. j z.., 7'~ 3 J 3 - 00 -2.? </ _ :.J Job Address: ((I an address h,as not been assigned, please pr~f.e Cr, Hwy or Street Nam;..& City) or ~nd legal description

2- 7 5> CJ j-f1,rY , ) fi I -k, C (], X ( L. I) 0 / Block No: Lot Size: jo_ "! Jl,c;-.j tot No: 2- Subd.l Exemption: 9 C

,4 C trill ." Owner: (property owner) Mailing Address Ph: Alt Ph:

F..""ly of po I'rl, L i. "I'"h 0;, t, ~ dl ('cJ /s.y 75' Ifl f J, L.:' 17C1~{,?Y- 371r Contractor: 'I

,t11Iv.-/L Cl'£ r~ .. ~ ~Iing Address _

o f30X Cf j f..,1I</ C~~'HV !;p' J7o-/,. ~)- 3 '1'i 'I Alt Ph:

Engineer: j!"J I"A "" 'I-'-bj

Mailing Address. ~.' f'l~ .:. ,.\., Ph:i ;< ')- 'j'] 7/ Alt Ph: /31~ iJ.J ... Y" 21 }~J A r-,.4'j '" A V, , '(f ,ie. PERMIT REQUEST FOR: ( ) New Installation ('l4 Alleralion ( ) Repair

WASTE TYPE: (;l()Dwelling ( )Transient Use ()4Commercial or indus~i al ( )Non- Domestic wastes ( )Other Describe .

BUILDING OR SERVICE TYPE: ~,~

Number of bedrooms ,- Garbage Grinder ( )Yes P<)No

SOURCE & TYPE OF WATER SUPPLY: (~WELL ( )SPRING ( )STREAM OR CREEK (x)CISTERN If supplied by COMMUNITY WATER, give name of supplier.

DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: /-<. '" I }~.,

Was an effort made to connect to the Community System?

YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN GROUND CONDITIONS: J~- r)""; . r.,

Depth to I" Ground Water Table ) Percent Ground Slope

TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (1505) PROPOSED: (.>q,septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet ( )Recycling, Potable Use i lOther- Describe

( )Recycling, olher use ( )Pit Privy ( )Incineration Toilet ( )Chemical T oilel

FINAL DISPOSAL BY: DY.Absorption trench, Bed or Pit ( )Underground Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( )Sand filter ( )Wastewater pond ( )Other· Describe

Will effluent be discharged directly Into waters of the state? ( )YES (>qNO

PERCOLATION TEST RESULT: (10 be completed by Registered Professional Engineer, If the Engineer does the Percolation Test) Minutes 'f (:1 per inch in hole No.1 Minutes "-.F.3 per inch in hole No.3 Minutes ., 0 per inch in hole No.2 MJnutes per inch in hole No._ -i 7C '- 1>. J ;j'-

Name, address & telephone 01 RPE who made soli absorption test'A'1! .s~~ ... , ',,~ 5.-" t,,, f'c' pox. l. ':('f'i G. k'" r ,C, 81l~.:. 0 ';"> Name, address & telephone of RPE responsible for design of the system: p,..I)t. ... y ~ IE " 'I '''''·n '~i :.LH "f A£,'-,- ('\.. A th f(j l f .. , £() b 'l.S"~ 8~17/

Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional test and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evalualion of Ihe application; and Ihe issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regUlations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein, I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application

and legal ~ for perjuL?~ law, / / '1 "j/"'C . i. I 0

OWNERS SIGNATURE I DATE

~11.9-C!-J /!!,,. 300 :i\1mC STAFF USE ONLY Permit Fee: Perk Fee: ~ Total fees: Building Permit #:

f)3. 0"'\) tv (ft 'C-£... I') 3. cJ1) BL((b-CP-Oq· \Oq~

Septic permit~p-G..()q_ lJJct 4:- , Issue Date:

q-/o-lR Building & Planning Dept:

\~~~i~1 11t~/tJ~ APPROVAL DATE

ISDS DESIGN

F AMIL Y OF FAITH CHURCH OUTREACH

GARFIELD COUNTY, COLORADO

May 21,2009

PREPARED FOR: Family of Faith Church Outreach

PO Box 95 Rifle, Colorado 81650

PREPARED BY: Bullseye Engineering, Inc.

2154 Acacia Ave. Rifle, Colorado 81650

Bullseye Engineering, Inc. 2154 Acacia Ave Rifle, CO 81650 (970) 625-8371 [ax:(970) 625-6120

May21,2009

Family of Faith Church Outreach Mark Opstein PO Box 95 Rifle, CO 81650

RE: ISDS Design BEl Job Number: 2091011

Dear Opstein,

Please find enclosed a complete Individual Sewage Disposal System (ISDS) design for proposed church located on Highway 13, north of Rifle, Colorado, This design is based on the Garfield County Regulations and the Colorado Department of Public Health and Environment's Guidelines on Individual Sewage Disposal Systems, This letter and the attached documents combined constitute the design of the proposed system,

Bullseye Engineering, Inc, lUlderstands that the proposed project consists of a new residence and a new church building, The new residence is understood to be a 5 bedroom house, The church, for the purpose of this design, will have a congregation of up to 200 people, Also included in the church is a kitchen, intended only to be a preparation kitchen, The planned ISDS includes the following components:

• House septic tank sized for minimum 30 hour detention time: 1,500 gallon- 2 compartment tank. Install effluent filter on outlet_

• Church septic tank sized for minimum 30 hour detention time: 3,000 gallon - 2 compartment tank. Install effluent filter on outlet_

• Pump Vault, Pump, and Control Panel: o Pump Vault: 2,000 gallon single compartment tank o Pump: Pump shall have intended use for effluent pumping with a flow

rate of 21.2 gpm at 9.6 TDH (Total Dynamic Head). • Bullseye Engineering, Inc. should be notified when pump is

selected. o Control Panel: Aquaworx Control Panel or engineered approved equal.

• The absorption field shall be a trench configuration utilizing gravelless chambers, 111is design utilizes Infiltrator Systems Standard Quick 4 Chamber, however, an approved equal is acceptable. The pressure dosing lateral shall be Schedule 40 PVC pipe with orifices at the designated size and spacing. This design specifies 1.50" lateral with 3/32" diameter orifices with 28 evenly spaced orifices per lateral or 3.5 ft. spacing.

Family of Faith Church Outreach ISDS Design

Page I of 5

Bullseye Engineering, Inc. 2154 Acacia Ave Rifle, CO 81650 (970) 625-8371 [ax:(970) 625-6120

The following pages ofthis document include design calculations, construction notes, construction details, and construction plans, Also attached is a copy of the Subsurface Investigation and Percolation Test completed by All Service Septic, dated May 14, 2009 (Project Number 1595),

Please note that this design and requires an inspection and approval Bullseye Engineering, Inc_ This inspection shall take place prior to backfilling of any excavation related to the system or its components, Bullseye Engineering, Inc, will provide an as-built exhibit and certification letter for you to provide to the County

If you have an;M:a'!i'~\i,;l,!!s regarding this design or some component of this design, please feel free to cOllta(~~~~~ltJ¥enien,;e.

Sincerely,

Jeff Odor, P.E. Bullseye Engineering, President


Page 2 of5

Bullseye Engineering, Inc. 2154 Acacia Ave Rifle, CO 81650 (970) 625-8371 fax:(970) 625-6120

GENERAL CONSTRUCTION NOTES: I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WIllI THE STATE AND COUNTY

REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE ORA WINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS.

2. INSTALL CLEAN OUTS AT ALL BENDS AND AT LEAST EVERY 100 FT. 3. INSTALL GRAVITY SEWER PIPE AT 2% MINIMUM SLOPE. 4. INSTALL RISERS ON SEPTIC TANK, CLEAN OUTS, INSPECTION WELLS, ETC. TO

PROVIDE APPROPRIATE ACCESS AT GROUND LEVEL. 5. LOCATION OF SPECIFIC COMPONENTS CAN BE ADmSTED AS NECESSARY SO

LONG AS ALL REQUIRED SETBACKS ARE MET ACCORDING TO THE GOVERNING REGULATIONS. CONTACT BULLSEYE ENGINEERING, INC. IF ADmSTMENTS ARE SIGNIFICANT.

6. PROVIDE DRAINAGE SWALES AROUND ABSORPTION AREA TO PREVENT SURFACE RUNOFF FROM FLOWING OVER ABSORPTION AREA.

7. THIS DESIGN AND PLAN DOES NOT CONSTITUTE A SEPTIC PERMIT. THE CONTRACTOR OR OWNER IS RESPONSIBLE FOR OBTAINING THE SEPTIC PERMIT FROM APPROPRIATE GOVERNING OFFICIALS.

8. BULLSEYE ENGINEERING INC. MUST COMPLETE AN INSPECTION OF THE INSTALLATION FOR ACCEPTANCE PRIOR TO INSPECTION BY COUNTY OFFICIALS OR BACKFILLING. MULTIPLE INSPECTIONS MAY BE NECESSARY TO MINIMIZE SAFETY ISSUES OR PROCEED WITH OTHER ASPECTS OF THE CONSTRUCTION. BULLSEYE ENGINEERING REQUESTS A MINIMUM OF 24 HOURS NOTIFICATION OF REQUEST FOR INSPECTION. INSPECTIONS MAY ALSO BE REQUIRED OR REQUESTED BY COUNTY OFFICIALS.

9. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC USES APPROPRIATE TO THE DESIGN. BACKWASH OR FLUSHING FLOWS FROM REVERSE OSMOSIS UNITS OR WATER SOFTENERS SHALL NOT BE INTRODUCED INTO THE SYSTEM. OWNER IS RESPONSIBLE FOR TIGHT PLUMBING FIXTURES TO AVOID OVERLOADING THE SYSTEM.

10. INSTALL INSULATION BOARD OVER SEWER PIPE AT ALL LOCATIONS WHERE BURY DEPTH IS LESS THAN 5 FEET.

II. NO KNOWN OFFSITE WELLS ARE WITHIN THE ABSORPTION TRENCHES ZONE OF INFLUENCE. THE ON SITE DOMESTIC WELL IS MORE THAN THE REQUIRED SETBACK DISTANCE BASED ON THE DESIGN FLOW OF THIS SYSTEM.

12. TOPOGRAPHY AND BOUNDARIES PROVIDED BY OWNER. 13. APPROPRIATE BMP's SHALL BE INSTALLED AND MAINTAINED DURING

CONSTRUCTION AND UNTIL FINAL SOIL STABILIZATION OCCURS. 14. CUT AND FILL SLOPES STEEPER THAN 2.5H:IV SHALL BE PROTECTED WITH

EROSION CONTROL FABRIC. 15. IF LOCATION OF SEPTIC TANK IS TO BE FIELD ADmSTED, ADmSTED LOCATION

SHALL BE ACCESSIBLE FOR FUTURE MAINTENANCE (APPROXIMATELY 50').

ABSORPTION FIELD NOTES: 1. ABSORPTION BED OR TRENCH SHALL NOT EXCEED 100 FEET IN LENGTH. 2. THE BOTTOM OF ABSORPTION BED OR TRENCH SHALL BE LEVEL, CLEAN, AND

FREE FROM SMEARING.


Page 3 of5


3. THIS DESIGN IS BASED ON INFILTRATOR UNITS STANDARD QUICK 4 UNIT OR THE EQUN ALENT ADS BIODIFFUSER UNIT. ALTERNATIVE MATERIALS CAN BE USED WITH APPROVAL FROM BULLSEYE ENGINEERING, INC.

4. INSTALL CHAMBER UNITS ACCORDING TO MANUFACTURERS RECOMMENDATIONS. THE MATERIAL SUPPLIER OR BULLSEYE ENGINEERING CAN PROVIDE THESE DOCUMENTS UPON REQUEST.

5. DOSING PIPE SHALL EITHER BE HUNG SECURELY FROM THE TOP OF THE CHAMBER OR UTILIZE A PRESSURE DOSING PIPE SUPPORT PER MANUFACTURES RECOMMENDATIONS.

PUMP AND CONTROL PANEL NOTES: 1. Selected pump shall have intended use of pumping effluent to a pressure dosed absorption field. 2. Pump shall be selected according to design criteria indicated. 3. Bullseye Engineering, Inc. shall be notified of selected pump. Bullseye Engineering, Inc. reserves

the right to reject pump, based on sizing criteria, intended uses, and previous history. 4. Control panel shall be intended for timed dosing. 5. Control panel shall include a high water alarm, high water override start, low water override off.

The controls shall be adjustable to actual flows to include adjustments for number of doses per day, duration of dose, flow rate, etc. Bullseye Engineering, Inc. recommends Aquaworx Control Panel.


Page 4 of5

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LOW PRESSURE DESIGN NOTTOSCALE

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.,,,. ,<>E. HO"'S" ."AC'NO., """""N'" BY0500NER :J;::.; PVC PERFORATED PRESSURE PIPE DISTRIBUTION LATERAL

I'tEASE NOTE: ALL INFIL1Ro\TOR CHMIBER$ MAY IlE USED IN THIS APPLICATION

INFILTRATOR SYSTEMS. INC. "IIUlSNESS PARK ROAD

P.D.SOX 766 OLD SA YBROQK. CT 06475

PH. [600] 221-4436 FX. [8601577-7001

WWW.INFlLTAATOIlSYSlEMS.COM

Scale NOT TO SCALE Date 03/31/2006 Drawn By: KJB

""""'" wml THREADED CAPTO FINISHED GRADE OR F'LACE Wl1rlIN AN IRRIGATION BOX

INFILTRATOR SYSTEMS INC. QUICK4 CHAMBERS

LOW PRESSURE DESIGN

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Project: Location:

Family of Faith Church Outreach - ISDS Garfield County, CO

Date of Design: May 21,2009 Designer: JAO

Design Flow Parameters

Residential House (2 people per bedroom) 5 each Number of Bedrooms

People per Bedroom Quantity

Average Daily Flow Peak Factor Design Flow

2 people 75 gpd/person

750 gpd 50% 1125 gpd

Institutional Church Size of Congregation Quantity Congregation Kitchen Subtotal

Average Daily Flow Peak Factor DesirJn Flow

Combined Design Flow House Total/week

Church Total/ week

Total Flow / week

Avg design flow/day

Dose Parameters Doses/day Vol/dose

200 people

5 gpd/person 1 gpd/person 6 gpd/person

1200 gpd 50% 1800 gpd

1125 gpd 7875 gpw

1800 gpd 1800 gpw

9675 gpw

1382.1 gpd

10 138.2 gallon

Intended as "prep" only kitchen

1 day per week

1 week total reduced to per day average

Page 10f 3

Bullseye Engineering, Inc. 21 54 Acacia Ave Rifle, CO 81650 (970) 625-8371 fax:(970) 625-6120

Project: Location: Date of Design: Designer:

Septic Tanks

Residential House Minimum req. Use

Institutional Church Minimum req. Use

Family of Faith Church Outreach - ISDS Garfield County, CO May 21,2009 JAO

1406.25 gallon 1500 gallon

2250 gallon 3000 gallon

Page 20f 3

Bullseye Engineering, Inc. 21 54 Acacia Ave Rifle, CO 81650 (970) 625-8371 fax:(970) 625-6120

Project: Location: Date of Design: Designer:

Infiltration Field

Design Flow Perc Rate Area Required

Pressure Dose Chambers: Configuration Area per chamber Reduction

Resulting Area Area w/ reduction

Number of Chambers· By calculation

Number of Chambers· To Use

Unit Configuration Number of rows Units per row Actual Units per row Resulting row length

Family of Faith Church Outreach - ISDS Garfield County, CO May 21, 2009 JAO

1382.1 gpd 45 min/in

1854.3 sf

Yes Yes

Trench 9.81 sf 50% Combination of pressure dose and trench configuration

927.2 sf

94.5 units

95 units

4 23.8

24 96 ft

Equal row length Within spec

Page 30f 3

VICINITY MAP

APPROXIMATE SCALE: 1"~2000'

IMAGE FROM GOOGLE EARTH

Bullseye Engineering, Inc. 2154 Acacia Ave Rifle, CO 81650 (970) 625-8371

(970) 628-6120 fax

Vicinity Map

Family of Faith Church Outreach PO Box 95

Rifle, CO 8 J 650

Sheet I

DaLe: May 21,2009

Job No: 209101 I

File: ISDS.dwg

4" " SOLID PIPE

FINISH GRADE

CO U LING-----------

REMOVABLE CAP

CUT HOLE IN TOP OF INFILTRATOR UNIT FOR INSTALLATION OF INSPECTION WELL PIPE.

l' MIN (3' MAX)

4" " PERFORATED PIPE

INSPECTION WELL DETAIL N.T.S.

REMOVABLE PVC CAP INSTALL MARKER IF CAP

IS TO BE BURIED

FINISH GRADE

4" SEWER LINE

FLOW

4" X 4" X 4" PVC WYE

4" " RISER

4" 45" SWEEP BEND

SEWER CLEAN OUT DETAIL N.T.S.

IMAGE FROM GOOGLE EARTH

Bullseye Engineering, Inc. 2154 Acacia Ave Rifle, CO 81650 (970) 625~8371

(970) 628~6120 fax

DETAILS

Family of Faith Church Outreach PO Box 95

Rifle, CO 81650

Sheet I

Date: May 21, 2009

Job No: 209101 I

File: ISDS.dwg

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BuUseye Engineering, Inc. 2154 Acacia Ave Rifle, CO 81650 (970) 625-8371 fax:(970) 625-6120

March 30, 20 I 0

Pastor Mark Opstein P.O. Box 95 Rifle, CO 81650

RE: Family of Faith Church - ISDS Asbuilt

Dear Mark,

This letter is being prepared to serve as your asbuilt and approval letter for your submittal to Garfield County.

Bullseye Engineering, Inc. has completed inspection(s) of the installation of the ISDS located at yom- new church construction on Hwy 13 just north of Rifle. lnspection(s) were completed on January 28 & 29 and March 10,2010. The design for this ISDS was completed by Bullseye Engineering, Inc. and signed and stamped dated January 18, 20 I O.

At the time of the inspection, all appurtenances were visible for inspection. The septic tank was backfilled to within 1 foot of the top. The septic tank that was installed was a 2,500 gallon tank (design required 2,500 gallon). At the time of inspection, the effluent filter was not installed, but instructions were given to the installers and yom-self insure installation. All sewer lines and effluent lines were installed at a minimum 2% grade. A concrete Distribution box was installed and inspected for level utilizing a level. The infiltration trenches were installed in the design configm-ation of 5 rows of23 Infiltrator Systems Quick 4 units. Based on the observations made, the ISDS meets or exceeds the State of Colorado and Garfield County regulations. Making the assumption that backfill , cleanup, grading and remaining small miscellaneous tasks (as instructed) will be completed properly, Bullseye Engineering, Inc. has completed their inspection and accepts the installation ofthe ISDS discussed here.

If you have any questions regarding the recommendations in this report, please feel free to contact me at (970) 625-8371 at your convenience.

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I '''J I P ANN'

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May 14,2009

PO Box 2844 Glenwood Springs, CO 8f 602 Ph 970-618-5033 Fax 303-216-2796

Bullseye Engineering Attn: Jeff Odor 2154 Acacia Avenue Rifle, CO 81650

Project No. 1595

Subsurface Investigation and Percolation Test, Family of Faith Church Outreach 2730 Highway 13 Garfield County, Colorado

Jeff,

ALL SERVICE septic, LLC, performed a subsurface investigation and percolation test for the subject property, on May 13th 2009. The test was performed in accordance with Garfield County Regulations.

EXISTING CONDITIONS AND STRUCTURES

The subject property is located in a residential area where Onsite Wastewater Systems (OWS) and wells are necessary. There is an existing residence and two modular homes at the subject site. As we understand a church is being planned. The slope at the area of the percolation holes slopes approximately 5% to the east, and vegetation consists of a native grasses. A well exists in the southwest comer of the property.

SUBSURFACE CONDITIONS AND CONCLUSIONS

The subsurface was investigated by digging one profile pit and three percolation holes, at the locations indicated on Figure 1. The materials in the profile hole consisted of a 6-inch of root zone, underlain by very stiff sandy clay to 2.5-feet, underlain by medium stiff silty, sandy clay to the maximum depth explored of 8 feet. Groundwater was encountered at 7 feet. Percolation rates ranged from 40 minutes per inch (MPI) to 53 MPI, with an average rate of 45 MPI.

LIMITS:

Results are based on field investigations and data provided by the client. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified

Please call with questions.

~.2"0'LLC Timothy R. Petz 3 copies

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PARTIAL SITE PLAN AND LOCATION OF PERCOLATION HOLES

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PROFILE HOLE

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ALL SERVICE SEPTIC, LLC FAMILY OF FAITH CHURCH OUTREACH PO BOX 2844, GLENWOOD SPGS, 81602

GARFIELD COUNTY, COLORADO 970-618-5033

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SCALE: 1" = 40'

l?'etainina Wall

StoryStucco~ House

LS No. 16397 Site Benchmark

El = 5473.9'

PRO. NO. 1595 FIGURE I

PROFILE HOLE INFORMATION ALL SERVICE septic, LLC 970-618-5033

PROFILE

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3

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I 5 f-[L W 0 6

7

8

9

10

CLAYEY ROOT ZONE

CLAY, SANDY, VERY STIFF, MOIST, LIGHT BROWN/TAN

CLAY, SANDY, MED. STIFF, MOIST TO WET, LIGHT BROWN/TAN

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(GROUNDWATER OBSERVED 1-DAY AFTER DIGGING)

GROUNDWATER OBSERVED ON MAY 13TH 2009 AT 7 FEET BELOW GRADE

PROJECT NO. 1595 FIGURE2

GARFIELD COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1595

PROFILE PIT Date of Test: 5/13/2009 0-6" Root Zone, Clayey, Brown 6" - 2,5' Clay, Sandy, Very Stiff, Moist, Brown to Light Brown 2,5' - 8' Clay, Sandy, Silty, Med, Stiff, Moist, Brown to Light Brown

Groundwater was encountered at 7 feet Hole Hole Interval Measurement at Measurement at Change (in,) Percolation Rate No, Depth (in,) (min,) Start of Interval End of Interval (min.iin,) MPI

(in,) (in,)

1 28 20 3,50 4,50 1,00 20 4,50 5,00 0,50 20 5,00 5,75 0,75

fill 20 2,00 3,00 1,00 20 3,00 3,50 0,50 20 3,50 4,00 0,50 40

2 33 20 1,75 3,00 1,75 20 3,00 4.25 0,75 20 4,25 5,50 1.25 20 5,50 6,00 0,50 20 6,00 6,50 0,50 20 6,50 7,00 0,50 40

3 36 20 2,50 3.25 0,75 20 3,25 4,00 0,75 20 4,00 5,00 1,00 20 5,00 5,75 0,75 20 5,75 6,13 0,38 20 6,13 6,50 0,38 53

AVG = 45 MPI

building department copy

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