HomeMy WebLinkAboutSite PlanACCESS EASEMENT 20' WIDE
BOOK 905 PAGE 347 REC 4464338
LECTRIC ASSOCIATION, INC
M MID CONTINENT COAL AND COKE CO.
550 PAGE 454AS EEC e304903
a
LESS EASEMENT BENEFITING
4D THE NIESIANIK PROPERTIES
Na 89115
EXISTING ROADWAY COVERED BY EASEMENT
REC. NO. 237727 (BOOK 383 PAGE 558)
STORAGE
UNIT
20' UTILITY EASEMENT
EXCHANGE AGREEMENT
REC. NO. 891195
CENTERED OVER EXISTING
WATERLINE SERVICING
IRMW PARCEL 1B
30' HOLY CROSS EASEMENT
REC. NO. 889895
POSITIONED OVER EXISTING OVERHEAD LINE
4" SOLID PVC GRAVITY
DISTRIBUTION PIPES (TYP.)
TO ABSORPTION FEILD
STORK
UNIT 2
U 000
20
DISTRIBUTION BOX LID
AT GROUND SURFACE
WAREHOUSE/SHO
F.F.= 6214+/- MIN.
1/2 BATH PER UNI
0
10
RISER SECTION
BAFFLE
4" DISTRIBUTION
GRAVITY LINE
FROM SEPTIC TANK
`INVERT IN
8" AGREGATE BASE COURSE
COMPACTED SUBGRADE
DISTRIBUTION BOX DETAIL
N.T.S.
FA
2" A
, 4 EMPLO
STORAGE
UNIT 4
ITY STRUCTURE
E EXIST. GRADE
ES
GRAPHIC SCALE
20
40
( IN FEET )
1 inch = 20 ft.
PROPOSED 4"
2-WAY CLEANOUT
4" PVC GRAVITY SEWER
PIPE. 2% SLOPE±, BED &
BACKFILL W/ CLASS-6
80
OWTS DESIGN PLAN
CONCRETE DISTRIBUTION BOX WITH
BAFFLE INSTALLED LEVEL ON
COMPACTED B
INSTALL RISERS AND LID TO SURFACE
4" PVC DISTRIBUTION PIPES,
INSTALL INTO UPPER SIDE WALL
PENETRATION OF END CAP (TYP.)
EXCAVATION DEPTH APPROX,
3' BELOW EXISTING GRADE
CONNECT INDIVIDUAL 4" DISTRIBUTION PIPE
TO HEAD OF EACH CHAMBER TRENCH (TYPICAL EACH TRENCH).
INSTALL CONNECTION AS NEEDED FROM END OR SIDE INLET
PORT OF EACH INFILTRATOR CHAMBER END CAP.
CHAMBER END CAP
CHAMBER END CAP CONNECTION DETAIL
N.T.S.
INSTALL A 2-COMPARTMENT 1000-GALLON CONCRETE SEPTIC TANK
(USE VALLEY PRECAST ITEM-1000T-2CP-EF OR EQUAL)
INSTALL INLET SANITARY TEE & OUTLET EFFLUENT FILTER ASSEMBLY.
INSTALL WITH (2) 24" DIA. BY 24" DEEP CONCRETE RISERS WITH LIDS.
TOP OF RISERS/LIDS TO BE INSTALLED @ + 3" ABOVE FINISH GRADE.
4" PVC EFFLUENT PIPE @ MIN. 1%, USE SCHD-40
OR SDR-26 BED & BACKFILL W/ CLASS-6
TOP PERIMETER OF FIELD SURFACE TO BE
MOUNDED 6" ABOVE SURFACE GRADES
INSTALL 4" RISER PIPE INSPECTION PORT EXTEND
RISER W/ THREADED CAP MIN. 12" ABOVE FINISH
GRADE (TYP. EACH CHAMBER END CAP)
INSTALL CHAMBER END CAP
ON ALL END CHAMBERS
PROTECT OWTS FIELD AREA FROM
VEHICULAR TRAFFIC OR ANY
DISTURBANCE BY PLACEMENT OF
CONCRETE BARRIERS OR BOLLARDS
ABSORPTION/TREATMENT FIELD
USE 20 QUICK-4 CHAMBERS IN 2 TRENCHES
WITH 10 CHAMBERS PER TRENCH FOR A
TOTAL ABSORPTION AREA OF 240 S.F.
THE SYSTEM SHALL BE PLUMBED FOR
ABSORPTION/TREATMENT FIELD INSTALLATION NOTE:
1. THE BOTTOM OF EACH TRENCH TO BE EXCAVATED TO A MAXIMUM DEPTH OF
36-INCHES BELOW THE EXISTING SURFACE GRADES, WITHIN THE NATIVE SANDY SILT
LOAM SOILS. THE TRENCHES SHALL BE EXCAVATED TO THE SPECIFIED DEPTH WITH THE
BOTTOM ABSORPTIVE SURFACE SCARIFIED BY A FINAL PASS OF THE EXCAVATOR
BUCKET TEETH.
2. THE CHAMBERS SHALL BE INSTALLED ON LEVEL GRADE IN EACH TRENCH. THE
INSTALLED CHAMBERS & END CAPS SHALL BE COVERED WITH NON -WOVEN FILTER
FABRIC & BACKFILLED WITH A MINIMUM 12-INCHES OF COVER OVER THE TOP OF THE
CHAMBERS.
3. THE FINISH GRADE ACROSS THE FIELD SHALL BE SLIGHTLY MOUNDED ABOVE EXISTING
ADJACENT GRADES A MINIMUM 12-INCHES ALONG THE CENTER OF THE FIELD & A
MINIMUM 6-INCHES AROUND THE PERIMETER ABOVE EXISTING GRADES.
4. IF LARGE COBBLES OR BOULDERS ARE ENCOUNTERED IN ANY PORTION OF THE
EXCAVATIONS, OVER EXCAVATE AS NEEDED AND BACKFILL WITH ASTM-33 (CONCRETE
SAND) TO THE BOTTOM OF TRENCH ABSORPTIVE SURFACE GRADE.
5. INSTALL 4" PVC RISER PIPE INSPECTION PORT AT EACH CHAMBER END CAP. FOR
QUICK-4 CHAMBERS, INSTALL 4" PIPE RISER IN ONE OF THE PAIRED END CAP TOP
PENETRATION CUT OUTS OR FOR BIODIFFUSER INSTALL 4" PIPE RISER IN THE TOP
PENETRATION CUT OUT ON EACH END CHAMBER. EXTEND RISER W/ THREADED CAP
MIN. 12" ABOVE FINISH GRADE. INSTALL FITTING AND/OR SCREWS TO HOLD BOTTOM
OF RISER MIN. 9" ABOVE INFILTRATIVE SURFACE (TYP.EACH CHAMBER ROW END CAP)
6. ENGINEER TO INSPECT EXCAVATION AT TIME OF CONSTRUCTION TO VERIFY SOIL
CONDITIONS & LAYOUT OF TRENCHES. ALL WORK TO BE APPROVED BY THE ENGINEER
PRIOR TO BACKFILL OF TANK, PIPING AND CHAMBERS.
6" MIN.
1-1
4" MIN.
NATIVE, YARD OR LANDSCAPED SURFACE
EXCAVATED MATERIAL COMPACTED
��/�
i\/i4' { 4" 1-•--
TO 90% STANDARD PROCTOR
SUITABLE BACKFILL OR
CLASS 6 ROAD BASE
COMPACTED SUBGRADE
TRENCH CROSS-SECTION FOR
SDR-35,26 OR SCHD-40 PIPES
N.T.S.
Design Calculations OWTS
The design flow is calculated as follows for low useage commercial facility onsite wastewater
treatment system (OWTS)
From the Regulation 43 usage Table 6-2 :
Max. Design flow (Qd) = # of people x (avg.per capita and/or per base fixture flow-GPD)
Each unit has } bath with single water closet (24.8 gpd) and Lavatory (8.4 gpd)
Qd1=Base fixture load = (24.8 gpd + 8.4 gpd)=33.2 gpd x 4 units = 33.2 x 132.8 gpd;
Qd2= Assume 1 additional daily worker per unit: 1 persons @ 15 gpd = 4 x 15 = 60 gpd;
Qd=Qd1 + Qd2 = 132.8 + 60 = 192.8 gpd
Total Design flow Qd = 200 gpd
Septic Tank Design:
Use a 1000 gallon, two compartment concrete septic tank with an effluent filter outlet sanitary
tee in the second chamber. Tank shall be installed with sealed concrete risers and lids to the
finish grade surface.
Sub Surface Conditions and Testing:
Subsurface soil investigations and USDA soil texture method tests were performed by Sopris
Engineering in May, 2018. The soils in the area of the proposed absorption field were sampled
and characterized by application of the USDA soil texture method analysis. The soils were
tested to determine the hydraulic loading rate and to confirm the appropriate absorptive
surface suitable for conventional absorption systems in native soils. A shallow and deep
excavated pit was observed in the Easterly portion of the site adjacent to the proposed field
location. The soils below 4 to 9 inches of mixed surface fill & topsoil consist of medium dense
sandy silt loam with moderate granular to slightly blocky structure with some cobbles and
gravels. The percentage of cobbles and graves: below 24 inches was less than 20% in the sandy
silt loam to the 7 foot depth explored. The soil appears to be consistent across the site the
easterly side of the relatively flat development envelope.
The native soils sampled from 2-3 feet below the surface are characterized as a soil type 2
consisting of silt loam texture with moderate granular structure. This soil has an effective
loading rate for conventional soil treatment of 0.60 gal/S.F./day for a level 1 conventional
treatment system. The equivalent percolation rate is assumed to be approximately 16-25
minutes per inch. No free water was encountered in the excavations on site. Groundwater
levels are expected to be well below 10 feet from the existing surface grades. The soils appear
suitable for a conventional shallow 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 (LTAR) 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 scarified
native soil absorptive surface.
Long Term Acceptance Rate (LTAR)
Wastewater Treatment Level 1; loading rate for silt loam is (0.60 gal./S.F./day) for soil type 2.;
Loading factors; (Table 10-2, Gravity application trenches = 1.0) and
(Table 10-3, gravelless chambers = 0.7)
A(sf) = Qd .: A = Area;
LTAR
LTAR = 0.60 Gal/S.F./day for silt loam
Qd = flow (gal/day) = 200 gpd
L.F.1=1.0 Gravity Distribution
L.F.2=0.7 Chambers
A(sf) = 200 gpd x 1.0 x 0.7 = 233 S.F.
0.60 Gal/S.F./day
Number of quick-4 chambers:
233 S.F = 19.4 chambers, Use 20 Quick-4 Infiltrator or 18 Biodiffuser chambers
12 S.F./Chamber
Use 20 Quick-4 Infiltrator chambers in two trenches 42' long by 3' wide with two end caps as
delineated on the plan. The septic tank effluent will be gravity discharge to a distribution box
with two 4" distribution pipe routed to the head of each chamber row from the D-box.
Additional soil evaluation will be performed during construction to verify the soils in the
excavation.
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BACKFILL WITH SCREENED
ONSITE SOILS FREE OF ROCKS IN EXCESS
OF 3" DIAMETER OR USE 3/4" TO 1.5'
SCREENED ROCK
FILTER FABRIC
BACKFILL LAYER NATURAL ONSITE
SOILS FREE OF ROCKS
Nel Weiynl
' Tear*
CROWN FIELD TRENCH TO
DIVERT SURFACE WATER
3' MIN
yEGATATtON
TOPSOIL LAVE
SCARIFY/TILL BOTTOM SURFACE TO A DEPTH ! UNDISTURBED EARTH SILTY
OF 3" 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 NOT TO 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 ANY PART OF THE EXCAVATION, OVER EXCVATE AND
BACKFILL WITH SAND OR SUITABLE SCREENED NATIVE SOILS.
4" PVC INLET PORT
IN END CAP
6' MIN
12" 36"
CHAMBER TRENCH CROSS SECTION DETAIL
N.T.S.
GENERAL NOTES:
1. THE OWTS AS SHOWN ON THE PLAN AND THE DETAILS WERE DESIGNED BY SOPRIS
ENGINEERING.
2. THE EXISTING/ PROPOSED LOT CONDITIONS AND SURVEY/PLAT INFORMATION SHOWN BY
SOPRIS ENGINEERING.
3. PRIMARY OWNER NAME AND ADDRESS: T & T LLC, PO BOX 1252, CARBONDALE CO 81623
4. SITE ADDRESS: 0 544 COUNTY RD 100, CARBONDALE, CO 81623
5. Legal Summary: Quarter: SE Section: 35 Township: 7 Range: 88 Subdivision: IRMW LLC'
PARCEL 1 Lot: 1B AS PER KMINOR SUBDIVISION PLAT RECEPTION NUMBER 893462.
6. Parcel Number: 2393-353-02-002
7. GARFIELD COUNTY SEPTIC PERMIT #: ISSUED
8. CONTRACTOR:
OWTS SYSTEM NOTES
1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO STATE AND COUNTY ONSITE
WASTEWATER TREATMENT SYSTEM (OWTS) REGULATIONS.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR
FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION AND EXCAVATION.
3. ALL SEWER LINES TO BE SDR-35 OR SCHEDULE 40 P.V.C. PIPE UNLESS NOTED OTHERWISE.
4. INSTALL A TWO-WAY CLEAN OUT ON THE SERVICE LINE FROM THE HOUSE 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. BACKFILL 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 EVERY SIX MONTHS. THE EFFLUENT FILTER SHALL BE MAINTAINED
AND CLEANED WHEN THE TANK IS PERIODICALLY PUMPED OR AS NECESSARY. INSTALL A
SUITABLE EXTENSION ON THE FILTER WITH A HANDLE TO BE WITHIN 6" BELOW THE ACCESS
LID.
8. THE CONTRACTOR SHALL ENSURE THAT THE SEWER LINES, SEPTIC TANK AND RISERS ARE
WATERTIGHT. ALL PLUMBING FIXTURES AND OWTS COMPONENTS SHALL BE INSTALLED AND
MAINTAINED TO AVOID SURFACE OR GROUNDWATER FROM ENTERING THE SYSTEM AND TO
PREVENT LEAKAGE FROM THE SYSTEM. IN-HOUSE PLUMBING FIXTURES SHALL BE
MAINTAINED TO PREVENT EXCESS WATER FROM ENTERING THE SEPTIC 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 CAP . (TYP. BOTH ENDS OF EACH ROW) THE PORTS MAY HAVE
THREADED CAPS AT GRADE.
14. THE CHAMBERS WILL BE BACKFILLED WITH EXCAVATED 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 MINIMUM 4" DEPTH OF TOPSOIL IS
TO BE PLACED ABOVE THE BACKFILL TO THE SURFACE & RE VEGETATED.
15. INSTALLATION OF LEACHING CHAMBERS SHALL BE IN CONFORMANCE WITH THE
MANUFACTURES INSTALLATION INSTRUCTIONS.
16. THE ABSORPTION TRENCHES/BED OR MOUND MUST BE GENERALLY 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 SLIGHTLY MOUNDED TO DIVERT
SURFACE DRAINAGE AWAY FROM THE FIELD.
18. THE ENTIRE ABSORPTION FIELD SURFACE MUST BE RE VEGETATED.
19. THE ABSORPTION FIELD 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 dwelling.
100 feet from any well, spring or cistern.
50 feet from any stream or water course.
DISTRIBUTION SYSTEM NOTES:
1. AN EFFLUENT FILTER SHALL BE INSTALLED IN THE DISCHARGE TEE IN THE SECONDARY
COMPARTMENT OF THE SEPTIC TANK. WE RECOMMEND THE INSTALLATION OF AN
ORENCO SYSTEMS 4" EFFLUENT FILTER FILTERED EFFLUENT TAHT WILL DISCHARGE TO A
CONCRETE DISTRIBUTION BOX WITH RISERS AND LID 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 BE INSTALLED AT A MINIMUM 1% SLOPE. THE INDIVIDUAL
DISTRIBUTION LINES AT THE HEAD OF THE TRENCHES SHALL BE INSTALLED AT A MINIMUM
OF 2% SLOPE.
TESTING, INSPECTIONS AND CONSTRUCTION MANAGEMENT:
1. ADDITIONAL GEOTECHNICAL EVALUATIONS AND INSPECTIONS BY THE ENGINEER SHOULD BE
PERFORMED DURING INITIAL STAGES OF CONSTRUCTION TO VERIFY SOIL CONDITIONS AND
OWTS DESIGN.
2. THE EVALUATIONS AND INSPECTIONS MAY RESULT IN MODIFICATIONS TO THE DESIGN THAT
MAY INCLUDE FIELD SIZE REVISIONS AND POSSIBLE SOIL REPLACEMENT IN SELECT AREAS IF
NEEDED. SUFFICIENT NOTICE TO THE ENGINEER BY THE PROJECT MANAGER/CONTRACTOR
NEEDS TO BE MADE IN ORDER TO SCHEDULE THE SITE INSPECTIONS.
3. PRIOR TO CONSTRUCTION OF THE PERMITTED SYSTEM THE ENGINEER SHOULD BE
CONTACTED BY THE PROJECT MANAGER/CONTRACTOR 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.
4. COUNTY REGULATIONS REQUIRE THAT THE DESIGN ENGINEERS OF RECORD PERFORM SITE
INSPECTIONS OF THE PERMITTED SYSTEM DURING CONSTRUCTION AND PROVIDE "AS -BUILT"
DOCUMENTATION OF THE INSTALLED SYSTEM TO THE COUNTY AFTER CONSTRUCTION IS
COMPLETE. THE ENGINEER SHOULD BE CONTACTED AND NOTIFIED OF THE CONSTRUCTION
SCHEDULE.
5. OUR DESIGN AND RECOMMENDATIONS ARE BASED OUR SITE ASSESSMENT, SOIL
EVALUATION AND UPON INFORMATION SUPPLIED 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 ANY 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.
6. CONTRACTOR SHOULD REVIEW ANY CONDITIONS ON THE ISSUED PERMIT AND COORDINATE
WITH THE ENGINEER REGARDING CONSTRUCTION OF THE SYSTEM.
7. IF YOU HAVE ANY QUESTION OR NEED ANY ADDITIONAL INFORMATION, PLEASE CALL PAUL
RUTLEDGE AT SOPRIS ENGINEERING, 704 0311.
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DATE: April 7, 2018
JOB NO. 111747.01
SHEET Cl