HomeMy WebLinkAboutApplication-Permit.pdfGarfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601· Phone: (970}945-8212 Fax: (970}384-3470 Issue Date: 8/20/2010 Expires: 08/20/2011
Project Address 1818 OVERLOOK DR GLENWOOD SPRINGS, CO Owner Information Parcel No. 218725204028 Address Subdivision Section Township Range HIGH ASPEN RANCH, P.U.D. Phone Cell Craig Fenneman
5864 EastST Indianapolis IN 46227 317-788-0374 Contractor(s I Phone Primary Contractor Pinnacle Mountain Homes (843)302-1465 Yes Proposed Construction I Details Engineer septic system
on a Single family dwelling Valuation: $ 0.00 FEES DUE Fee Septic Fee -New Total: Friday, August 20, 2010 Amount $73.00 $73.00 Total Sq Feet: o FEES PAID Inv Total Paytype Amt Paid Amt
Due Inv # SEPT·8-10-20452 $ 73.00 Check # 4386 $73.00 $ 0.00 Required Inspections: Fo,'"p'''''''''''' 1 (888)868-5306 Inspection IVR See Permit Record Building Department Copy 2
4 5 6 9 I I 10 GARFIELD COUNTY SEPTIC PERMIT APPLICATION J 08 8~ Street, Suite 40 J , Glenwood Springs, Co 8160 J Phone: 970-945-82 J 2 1 Fax: 970-384-3470 1 Inspection Line: 888-868-5306
i information is available al the assessors offICe 970-945-9134) ) Repair wastes II DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: ___________________________ _ Was an effort made to connect
to the Community System? Deplh 101" Ground Water Table I I )Aeration Plant )Recyding, other use )Vault )Pit Privy ( )Underground Dispersal ( )Other-Describe I effluent be discharged
directly into waters of the state? ( )YES Percent Ground Slope )Vault Privy )Incineration T aile! )Above Ground Dispersal )Composting Toilet )Chemical Toilet ( )Evapotranspiration .
~o be compleled by Registered Professional Engineer, if the Engineer does the Perrolation Test) Minutes per inch in hole No.1 Minutes per inri! in hole No.3 Minutes per inch in hole
No.2 Minutes per inch in hole No._ ("11>and filter Name, address & telephone of RPE who made soil absorption tesl:,----: __________________ ______ _ Name, address & telephone of RPE
responsible for I of the 17 Ii iii upon i reports as may local health department to be and furnished by the applicant or by the local health department for purposed of the evaluation
of the application; and the 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 be relied on by the
local department of health in evaluating the same for purposes of issu ing the permit applied for herein. I further may result in the denial of the application or revocation of any permit
granted based upon said application and STAFF USE ONLY Permit Fee: ~~lD4~!(P Perk Fcc: Total fees: Building Permit II: ~"5 ~nu ~ -I(]qq Septic Permit #: 5~Pt-~-lO -n'OO ISS~~b~tO BUildin&
Dept: ~~ .:: ~~ .&h APPiOVAL -.,,-DATE 7
RECOMMENDED MINIMUM REQUIREMENTS FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEMS (ISDS) Before construction is started, the Inspector must be contacted for approval and detailed information concerning
the proposed disposal system is needed. Higher standards than those which follow may be required in individual cases to assure attainment of the objective. Those objectives are to locate,
construct and maintain individual sewage disposal systems in such a manner that existing or contemplated water supplies will not become contaminated and so that sewage will not overflow
the ground surface and result in a nuisance or health hazard. LIQUID CAPACITY OF TANK (GALLONS) (Provide for use of garbage grinder, automatic clothes washer and other water using household
appliances). Number of Bedrooms ! Recommended Minimum Tank Cal1acit~ 2 or less I 750 gallons ..•. --....... _----------------3 or less ! 1 ,000 gallons ..... "., .. _, ..... _--------------------4
or less i 1,250 gallons .. -----_ .. -----------------_._-_ .. For each additional bedroom, add i 250 gallons Dwelling on less than two acres, areas of high water tables, or areas with
a percolation test rate faster than 1" in 5 minutes must have alternative sewage facilities, i.e., central collection, holding tanks, individual treatment, etc. EXEMPTION: Absorption
areas may be allowed with percolation rates faster than one (1) inch in five (5) minutes provided the soil is a sandy texture and no water table problems are encountered. An Engineer
is required. Slopes greater than 30% also require an Engineered System. • Septic construction should be of concrete, concrete block or of a material that will resist deterioration and
which can be made reasonable watertight. • Acceptable drain field pipe materials include plastic, terra cotta or concrete. If the house sewer line is longer than 1 0 feet between house
and septic tank, a clean-out Y should)e installed outside as near as practical to the house. • Septic tanks should be inspected once a year and cleaned when necessary. Cleaning is recommended
when space between the scum accumulation and sludge residue on the tank bottom is less than eighteen (18) inches. • The Department recommends pumping a septic tank once every four (4)
years, when a yearly inspection by the owner is not practical.
POBox2844 Glenwood Springs, CO 81602 Ph 970·618·5033 c~t Fax303.216.2796 June 21 st, 2010 Project No. 1705 Craig Fenneman 5864 East South Street Indianapolis, IN 46227 Onsite Wastewater
System Design, Proposed 6-Bedroom Residence and CDU Parcel 28, High Aspen Ranch 1818 Overlook Drive Garfield County, Colorado Craig, ALL SERVICE septic, LLC evaluated the subsurface
investigation prepared by HP Geo-tech, Job No 110-123A, and prepared an onsite wastewater system (OWS) design for the subject residence. The property is located in Garfield County, in
an area where OWS and wells are necessary. This letter is to be used in conjunction with plans provided. SITE CONDITIONS A residence and CDU are proposed as indicated, having a total
of 6 bedrooms. The property is vacant and slopes approximately 10 to 20% to the south. Vegetation at the site consists of sagebrush and evergreen trees. SUBSURFACE The subsurface was
investigated by HP Geo-tech by excavating one Profile Pit and five percolation holes as indicated. HP Geo-tech indicated the test has a I-foot topsoil layer, underlain by gravelly sand
to the maximum depth explored of 5 feet Groundwater or bedrock was not encountered. Percolation rates ranged from 30 to 120 minutes per inch (MPI). A 50 MPI rate will be used to design
the OWS. Percolation holes 1 through 3 will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 6-bedrooms and an average sewage load of 900 GPD. The installation
must include a 2000-gallon, two-compartment, precast concrete septic tank, followed by a 500 gallon septic tank with an effluent filter. Tank alternatives may be considered. Four gravelless
chamber trenches must be installed as indicated on plans provided. Four rows of20 'Quick 4' chambers, for a total of 80 chambers are required. Six inches of concrete sand must be placed
in each trench prior to the placement of chambers. Total infiltrative area proposed is 990 SF. A distribution box should be used to distribute effluent. Construction must be according
to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department, and this design. This design for the subject property, noted above, is
valid only in conjunction with the approved County Health Department permit.
Onsite Wastewater Systems Page 2 OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field
performance. Erosion control should be practiced during and prior to re-vegetation. Geofabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or
materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged
to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years
and clean the effluent filter as needed. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWS. Grease should not be placed in household
drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the
OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines
to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic
tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Septic tank risers
should extend to grade. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during
construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons,
and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information
submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the
county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and
regulations of the county in which they are working.
Please call with questions. Sincerely, ALL SERVIC eptic, LLC Timothy R. Petz 3 copies Onsite Wastewater Systems Page 3
I, N ~-~ ~ I s 0' 20' 40' PROPANE Scale: 1" :;;; 40'==0" \ \ ~~V /\ 6 BEDROOM TOTAL \ RESIDENCE //POSSIBLE WELL LOCA /' STORY e e I 4" SDR 35 PVC PIPE --__________ ~(2% FALL TO TANK)
~ I ------------_____ /'0 ,'0'J --~ @~ e "'-"-~ 2000-GALLON, TWO COMPARTMENT CONCRETE SEPTIC TANK FOLLOWEO BY 500-GALLON SINGLE COMPARTMENT SEPTIC TANK WITH WITH EFFLUENT FILTER. VALLEY
PRECAST SEPTIC TANK PREFERRED. DISTRIBUTION UVA,~_ BROUGHT TO GRADE 4" SDR PVC PIPES (1% FALL TO TRENCHES) PIPE PLACED IN TOP PORT OF END PLATE. ~ GRAVELLESS CHAMBER , TRENCHES. EACH
TRENCH HAS " 20 'QUICK-4' CHAMBERS. "'-6-INCHES OF SAND MUST BE " PLACED IN EACH TRENCH " PRIOR TO PLACEMENT OF ~CHAMBERS. " "-T-O--T-A-L CHAMBERS _ --------------is) 6" -J ASPEN 6'
DRIP LINE e ~ Ii) Ii) @illi) e 8~ ~ PIPES 6 FEET OF UNDISTURBED SOIL BETWEEN -TRENCHES "-QUICK-4 = 80 /j465 -------------~ .I\llC-36 OPTION = 64 ~ ----------~~8460-___ ----...~ --~ ~8455-__
--~-P.O. Box 2844 Glenwood Springs, Colorado 81602 Phone 970.618.5033 Fax 303.216.2796 Fenneman Residence 1818 Overlook Drive High Aspen Ranch, Parcel 28 Garfield County Project Number:
1705 POLE ('lEe \il'il Ii) ~ -----~ ///",,!, <tty Wil. Il.O V1 >--~~ __30 2I ( ( I' \ i I \ \ \ \ \ \ /) W1.0 Sheet 1 of 3
PLAN VIEW-TYP. 4" EFFLUENT PIPE FROM SEPTIC TANK GRAVELLESS CHAMBER 'QUrCK-4' Ii /DISTRIBUTION BOX I , ./TO ADDITIONAL /" TRENCH rrL ---,,--,--,--,----,--=7,f--,-----.--,--,--.----W'.
/. /PTOIPPE SP OPRLATC OEFD IN BREAK 12"~ !~~ 16"~ U 12"..J~ P.O. Box2844 LINES TO ENTER AND EXIT IN TOP PORT OF CHAMBER END PLATE Glenwood Springs, Colorado 81602 Phone 970.618.5033
Fax 303.216.2796 PVC OBERVATION PIPE CHAMBER END PLATES DESIGN 6-BEDROOM RESIDENCE LOADING'" q" 900 GALLONS PER DAY PERCOLATION RATE'" 50 MPI CALCULATED AREA '" ((1.5 X q) X sqrt 50
/5) '" 1910 SF REQUIRED AREA '" 1910 SF X 50% REDUCTION =: 955 SF PROPOSED AREA '" 80 CHAMBERS + SAND -=0 990 SF TRENCH SPECIFICATIONS WlDTH OF TRENCHES'" 3 FEET" 1 CHAMBER LENGTH OF
'QUICK-4' TRENCHES", 80 FEET = 20 CHAMBERS TOTAL NUMBER OF 'QUICK-4' CHAMBERS'" 80 TOTAL INFILTRATIVE AREA", 990 (INCLUDES SAND AREA) FOUR TOTAL TRENCHES 1818 Overlook Drive High Aspen
Ranch, Parcel 28 Garfield County Project Number: 1705 FINISHED GRADE _____ L+_-I-_EFFLUENT L1NE-4"_ SEWER SCHEDULE LINE -4·' SCHEDULE 40 P.V.C. 40 OR 4'· SDR35 SWEEP f 2 WAY CLEANOUT
DETAILS (N.T.S) TYPICAL INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE DRAIN FIELD CROSS SECTION -TYP. LJMIT OF EXCAVATION GRAVELLESS CHAMBER (4' x 3') SCARIFY
SURFACE ----~ PLACE 6-INCHES OF CONCRETE SAND IN EACH TRENCH PRIOR TO PLACEMENT OF CHAMBERS. W2.0 Sheet 2 of 3
2000 Gallon, Two-Compartment Septic Tank w;. ' 11_. conc.rete Risers~ lope Ground Away From Risers To)) of tee to come to 1" from top of tonk lid Inlet Tee ---'---~;t;;:==l======::;:::;::::::!f:::r==
=~I---j Vent Orifice ~horge ,. J Liquid Level 500-Gallon (min), Septic Tank with 4" Dia. j?iotube Effluent Filter P.O. Box 2844 pvc or Concrete Risers with Grommet(s) (bond to lonk odopter
with recommende/,eSive) ~ Slope Ground pvc Splice 80> w/Gord Grips Fiberglass Gosketed Lid with Stainless Steel Bolls ~~"f~~~AA~",~';~"m~.~R'~"~"~~~~~r-==== ~ Conduit to Filler Cartridge
Hondle Alorm Ponel (field cut to desired height) Conduit Seol Top of tee 10 come 10 1" from top of lonk lid Tonk Adapter (cost or bolted) Inlet Tee ----~;h,J=====::::=tC=l~f~~--ALARM
IS OPTIONAL OREN CO BRAND NAME NOT ENFORCED ,. J liquid Level /High Level Alorm Flool (optlonol) Vent Orifice ~horge Modulating O:scharge Orifices -I-I'----Vaull Inlet Ports Filter Carlrioge
Effluent Filler Glenwood Springs, Colorado 81602 Phone 970.618.5033 Fenneman Residence 1818 Overlook Drive High Aspen Ranch, Parcel 28 Garfield County Project Number: 1705 Fax 303.216.2796
W3 Sheet 3 of 3
HP Soils Report 110-123A
APPROXIMATE SCALE l' = 40' 8495 I I J I I I ~O:~~~././/' .//---/./--~ PIT 3 uJ <a:-: Cl 'if Cl (') *\n' "5<. UJ /8490 /I I I /I I /PIT 1" UJ CL 9 (fJ 0-W W 8490 --PROPOSED RESIDENCE
t;;; 8480 8475 ----------.., /------~ /. /PIT2 ///--_....--............. ,......... °4 '-~. -. _ PROFILE:' __ _ TALL OAK BRUSH ---PIT -------~ . P2 f:::,P 3 ----------------------//.//I
//LL o ~ I /I ------8470 ---------------------------110123A ~, LOCATION OF EXPLORATORY PITS HEPWORTH-PAWLAK GEOTECHNICAl. AND PERCOLATION TEST HOLES .//' .////Figure 1
..c ~ o o 5 10 LEGEND: PIT 1 ELEV. = 8485' , +4=77 , -200=6 , LL=47 :PI=22 WC=9.3 DD=80 PIT2 ELEV. = 8485' WC~30.1 DD=85 -"i +4=62 , -200=24 , LL=61 : PI=38 PIT 3 ELEV.= 8491' Profile
Pit ELEV.= 8478' --+4=69 I -200= 12 I LL=62 -J PI=38 o 5 10 1i5 Q) l.l.. ..c "5. ~ ~ TOPSOIL; sandy silty clay with gravel and scattered cobbles, organics, roots, firm, slightly moist,
dark brown. ~i{~ SAND (SM-SC); gravelly with clay and silt, scattered cobbles, med dense, moist, reddish brown. ...... GRAVELS. COBBLES AND BOULDERS (GC); basalt rock, sandy, clayey,
dense to very dense, slightly moist, ~ .. /t;::: reddish brown to grey. ~ 2" Diameter hand driven liner sample. r -: Disturbed bulk sample. ~_J T Practical digging refusal. NOTES: 1.
Exploratory pits were excavated on May 20, 2010 with a Cat 430D backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided.
3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided. 4. The exploratory pit locations and elevations should be considered
accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and
transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC
= Water Content (%) DO = Dry Density (pet) +4 = Percent retained on the No.4 sieve 110123A ~ch HEPWORTH·PAWLAK: GEOTECHNICAL -200 = Percent passing No. 200 sieve LL = Liquid Limit (%)
PI = Plasticity Index (%) LOGS OF EXPLORATORY PITS Figure 2
HOLE NO. HOLE DEPTH (INCHES) P-1 20 P-2 18 P-3 32 P-4 28 P-5 32 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS LENGTH OF WATER WATER INTERVAL DEPTH AT DEPTH AT (MIN)
START OF END OF INTERVAL INTERVAL (INCHES) (INCHES) 15 11X 10y" 10". 10 10 g% 9 g". gy" 9X 9X 9 15 9X 7% 7% 6% 6% 6X 6X 5% 5% 5Y. 5X 4% 15 9 8Y. 8X 8 8 7% 7% m 7y" 7X 7Y-7 15 10 gy.
gy" 9X 30 gy-9 30 9 8% 15 gy-9 9 8% 30 8% 8Y. 30 By" 8X DROPIN WATER LEVEL (INCHES) % y" X X X X 1". 1 y" y" y" y" % X X y. Y. Y-". X y-Y. y., y-X Y. JOB NO 110123A AVERAGE PERCOLATION
RATE (MIN.IINCH) 60 30 60 120 120 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on May 20,2010. Percolation tests were conducted on May 21, 2010.
The average percolation rates were based on the last two readings of each test.
August 4, 20 II Craig Fenneman PO Box 2844 Glenwood Springs. CO 81602 Ph 970-618-5033 Fax 303-216-2796 5864 East South Street Indianapolis, IN 46227 ru~CV.l lF,1 SEP 0 1 2011 GAHHI::LU
COUNTY BUILDING & PLANNING Project No. 1705 Onsite Wastewater System Design, Proposed 6-Bedroom Residence and CDU Parcel 28, High Aspen Ranch 1818 Overlook Drive Garfield County, Colorado
Craig, ALL SERVICE septic, LLC reviewed the installation observation of the septic system on August 10th 20 II for the subject property. The installation included a 2000-gallon, two-compartment,
precast concrete septic tank, followed by a 500 gallon septic tank with an effluent filter. Four gravelless chamber trenches have been installed. Four rows of20 'Quick 4' chambers, for
a total of80 chambers, with 6-inches of sand placed beneath each chamber row. Total infiltrative area is 990 SF. A distribution box has been placed to distribute effluent. The OWS was
generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes
are made to the OWS. LIMITS: The observations were based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should
be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations
of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 2 copies sent Copy sent to Garfield County Reviewed By: ~\\. )-~',·fI1~
r)