HomeMy WebLinkAbout0450006
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GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
Phone (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Owner's Nam
4500
Assessor's Parcel No.
This does not constitute
a building or use permit.
Zatl 1c✓vl Ail1Vt ( I "Vr W Present Address -P-05 \1 ` ?) G • v phone 01q577 jog 3
C22- l W C W S
I F<5 05 ► DD 12LI
System Location
Legal Description of Assessor's Parcel No
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
Percolation Rate (minutes/inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements:
Date Inspector
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer
Septic Tank Capacity
Septic Tank Manufacturer or Trade Name
Septic Tank Access within 8" of surface
Absorption Area
Absorption Area Type and/or Manufacturer or Trade Name
Adequate compliance with County and State regulations/requirements
Other
Date Inspector
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
*CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S. 1973, Revised 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a
requirement of the permit and cause for both legal action and revocation of the permit.
3. Any person who constructs,alters, or installs an individual sewage disposal system in a manner which involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6
months in jail or both).
White - APPLICANT Yellow - DEPARTMENT
GARFIELD COUNTY SEPTIC PERMIT APPLICATION
108 8'h Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003
1
Perk Fee:
Parcel No: (this information is available at the assessors office 970-945-9134)
218505100124
, d
2
Septic Permit #:
1.100
Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description
County Road 130, Glenwood Springs, CO 81601
3
APPROVAL .. DATE
Lot Size: Lot No: 5 Block No: Subd./ Exemption:
4.805 ac Gobblers Knob Amended Exempt
4
Owner: (property owner)
Thomas A. Zancanella
Mailing Address
P. 0. Box 1908, GWS, CO
Ph:
945-7643
Alt Ph:
945-5700
5
Contractor:
Mailing Address
P. 0. Box 1908, GWS, CO
Ph: 945-7643
Alt -Pb: 00
6
Engineer:
Zancanella & Assoc/Tim
Mailing Addre
Beck r. 0. Box 1908,
P .
GWS 945-5700
Alt Ph:
7
PERMIT REQUEST FOR: (2 New Installation ( ) Alteration ( ) Repair
8
WASTE TYPE: ODwelling ( )Transient Use ( )Commercial or industrial )Non- Domestic wastes
( )Other - Describe
9
BUILDING OR SERVICE TYPE: residential
Number of bedrooms 4 Garbage Grinder (X)Yes ( )No
10
SOURCE & TYPE OF WATER SUPPLY:
If supplied by COMMUNITY WATER, give name
( )WELL ( )SPRING ( )STREAM OR CREEK ( )CISTERN
of supplier: City of Glenwood Springs
11
DISTANCE TO NEAREST COMMUNITY SEWER
Was an effort made to connect to the Community System?
SYSTEM: 1700 teet
110
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN
12
GROUND CONDITIONS:
Depth to 1st Ground
Water Table 12 0 feet Percent Ground Slope 8 %
13
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED:
(4Septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet
( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )Incineration Toilet ( )Chemical Toilet
( )Other- Describe
14
FINAL DISPOSAL BY:
()Absorption trench, Bed or Pit ( )Underground
( )Wastewater pond ( )Other-
Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( )Sand filter
Describe
15
Will effluent be discharged directly into waters of the state? ( )YES () N0
16
PERCOLATION TEST RESULT: (to be completed by Registered Professional Engineer, if the Engineer does the Percolation Test)
Minutes 12 per inch in hole No.1 Minutes 12 per inch in hole
No.3
No.
. , GWS, CO
Minutes 10 per inch in hple No.2 Minutes per inch in hole
Name, address & telephone of RPE who made
Name, address & telephone of RPE responsible
soil absorption test: Tim Beck, P . E . , 1011 GrandAve
for design of the system: Tim Beck, P.E. , 1011 Grand Ave . , GWS
17
Applicant acknowledges that the completeness
the local health department to be made and furnished
issuance of the permit is subject to such terms and
reports submitted herewith and required to be submitted
and are designed to be relied on by the local department
understand that any falsification or misrepresentation
and legal action for perjury as provided by law.
alp_JJcw.Cc&A5
of the application is conditional upon such further mandatory and additional
by the applicant or by the local health department for purposed
conditions as deemed necessary to insure compliance with rules
by the applicant are or will be represented to be true and
of health in evaluating the same for purposes of issuing the
may result in the denial of the application or revocation of any
8
DATE
test and reports as may be required by
of the evaluation of the application; and the
and regulations made, information and
correct to the best of my knowledge and belief
permit applied for herein. I further
permit granted based upon said application
.:.
OWNERS SIGNATURE
STAFF USE ONLY
Permit Fee: CO 3...1°1-03
Perk Fee:
Total fees:
, d
Building Permit #:
Septic Permit #:
1.100
Issue Date:
CI' . 22-- D
Building & Planning Dept:
APPROVAL .. DATE
Thomas and Michelle Zancanella
P.O. Box 1908
Glenwood Springs, CO 81602
March 26, 2008
Todd and Julie Thulson
315 Vista Drive
Glenwood Springs, CO 81601
Dear Todd and Julie:
Attached for your review is a proposed road alignment to serve both of our lots on
Gobbler's Knob. As you can see, the alignment diverges from the platted easement a bit,
but from field inspection I believe will provide a better grade. We propose to construct
this new alignment and then prepare an as -built easement upon completion for the new
alignment.. We estimate the cost of the joint section of the road work and A joint water
lineup to the city 8"line to be about thirty thousand dollars. We would propose to split
the actual joint line and road cost 50/50. We would not exceed the $30,000 total with out
prior authorization from you.
This cost estimate assumes that we will utilize waste fill over time from local contractors
to correct some of the steep grading portions in the lower part of the road.
Please call if you have any questions.
Please sign below acknowledging your approval of this proposed activity.
Yours truly,
1G -44 -Orsi y 1 l icie
Thomas Zancanella
Todd Thulson
date
GENERAL NOTES
i. µ1 CDISIRUCIICN SNA4L BE M ACCORDANCE MN THE OMnBB COUNTY
COLORADOAND .6REQUIREMENTS EUO
SEWAGE ODISPOSALSY810448,, T SNTHWG1AUSUONMENT
SPEORC411Y NOTED ON ME DRAWINGS ME WN1RA510fl 91NL BE
RSWGI9BCE FOR 9104 SPECIFIC OETNLS IS ARE RIMMED TO IN
THE ABOVE-MENTIONED REGULATIONS
2. FUIW. 4 BEd 00(4S n PERSONS/BEDROOM 475 GALLONS/PERSON/DAY 15
800 CPD - AVERAGE ONLY FLOW.
05G1 - 1.5* AWAAGE - 900 GPO
SEPTIC TANK: MINIMUM PRE -CAST CONCRETE TANK GSE ACCCR0N0 TO
COON REGULATIONS 61,X0 CA LON% PEO 614040EO 1540 GALLONS
WIELD 9X: P8 0%41 EQUATIONS:
A - QIy, O - MAXNUM RAW
t - PERCOLATION RATE . 12
A- Po0a- 825 SO.FT
A - 1..34 822 (FOR BED VS IRENW) .8125 W. FT.
YIWNUM AREA REQUIRED -815 SOFT.
PER BION MINIMUM FECUREMORS FOR USE W 1NFLL1RAIM' SYSTEMS
AREA REDUCTION - (0.57; (06 FOR BEDS)
AREA REWIRED - 084 816. 488 SOFT.
O 1875 SO. FT. PER UNIT - 28 UNITS 417
1 70+504: 004. EXCAVATED FROM 91E ACCEPTABLE IF NO CLAY 15
IRW4T.
A V0IMNAR TRAFFIC IS PROHMIT40 ON THE FIELD.
6. OFANWIS ARE 450(18 D AT All BENDS MD AT LEAST EVERY 100
FEET NDNO ME HOUSE SEMI.
6. INSTALL RISERS AS NECESSARY 18 (IRNO NL ACCESS POINTS 10
WITHIN 1/2.8008 OF FINAL GRADE
7. LAS OCATORS *10. 61M IMI ALL
MO SLOPMAY ES VARIED
THORNECESSARY /5 WIG.
8. PROMDE MIAOW 011A24A0E OF SURFACE WATER AWAY MOM MEA
USNO MANAGE SOLES A9 NECESSARY.
9. PERCOLATION RATE BASED OI REPORT 8Y 240104390A MD ASSOCIATE; INC.
CONCOCTED CR J11214. 2008 THE AVERAGE PF.LC041KK4 RATE WAS 12 084,481,
NO FREE WATER OR BEDROCK ENWWi1EREO N PROFILE HOE
10. 105 DRAWING DOES NOT COMMUTE M ISIS PERMIT. PEWIT
MUST BE COTN148 FROG APPROPRIATE Ott OR COUNTY OFT1ON5.
18. 1145 SYSTEM IS DDD FOR TYPICAL OOMESDC WASTES ONLY. BACKWASH OR
FLUSHING FLOWS FOR REMISE 001095 UNITS OR WATER SOFY IFNLR$ CR
FILTERS MORD NOT BE INTRODUCED INTO THIS SISTER.
8m S1s1E14 MO1E5
1. EXCAVATE AND LEVEL DESIRED BED AREA RME INFILTRATIVE
SURFACE 10 ELIMINATE SHEARING.
2. PLACE ROWS OF 'INRIIRATON' CHAMBERS NEXT TO EACH 01HER TO
ACHIEVE DE9RE0 BED AREA.
A END PLATES SMALL BE SREWED M PLACE MO UNITS INTERLOCKED
MD SCREWS) TOGETHER.
RUN DISTRIBUTION PIPE TO EACH ROW CF UNITS. DOWNSTREAM
ENDS 6 1NRL1RATOY CHAMBERS MAY BE LOOPED TOGETHER FOR
BEST 9511880110.
0 DISTRIBUTION PIPE TO BE 1300. AND AT APPROXIMATELY SME
ELEVATION A5 BED.
1 FILL SIDE WNL AREA AROUND PERIMETER MD 88146EN ROWS CF UNITS
9418 NATIVE MATERIAL UP TO THE TOP OF X015 MD 'WALK' IN
PLACE 1O 0VE PROPER SUPPORT TO 0085. BANK RUN SMD MO
GRAYS. MAY BE USED IN CLAY OR SILT SOLS.
4. BACKFILL TO A MINIMUM DEPTH OF 12. OF COMPACTED. SETTLED COVER.
AVOD LOGE 400(5 114 BACKFILL MAIEMAL DO NOT USE WHEELED
VEHIOES ON 140E BS) DURING CONSTRUCTION.
5. INSTALL INFILTRATOR IN ACCORDANCE 10114 MANUFACTURES RECOMMENDATIONS
12'
TANK
/
AL'7NADVE 75'
UTILITY EASEMENT
)P71C TANK N'....
-
#c l;. G6.1315J.
2 0,448 S.
5.2.. ACRES±, E:13
/
SITE PLAN
SCALE: 1" = 50'
Goblers Knob
Amended Plat Lot 5
A
SlLID
VICINITY MAP
SCALE: 1" = 2000'
SECTION 35, 1.65., R.88W. OF 67H P.M.
INSPECTION WELL DETAIL
MC WYE
1/(CELAN Oft
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SEWER CI EAN OUT DETAIL
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revisal
MME ONIN MPD
BY 8Y BY
SCALE
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DRAWN 07:
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ISDS Plan and Details
BATE: SHEET:
AUGUST S. 2008 1 OF i
CHK/ BY: APPO BY: DRAWN(:
1PB TAZ Site-Drainage-ISDS
TOM ZANCANELLA
Goblers Knob Amended Plot Lot 5
ZANCANELLA AND ASSOCIATES INC
ENC/NEER/NO CONSUL TANTS
POST *FIDE BOX 1908 - 1005 COOPER AVENUE
ELMWO: D WINGS COLORADO 81802 (970) 945-5700
SHEET NO.
1c1
PROJECT:
/
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GENERAL 90155
i. ALL CONSTRUCTION SHALL BE IN ABWRDNKE tR11He OAREIEID COUNTY
AND COLORADO DOWNERS OF HEALN 5000) REGULATIONS OF NOMWAL
SEWAGE DISPOSAL SYSTEMS, EVEN 114 ALL SUCH REQUIREMENTS ARE NOT
SPECIFICALLY NOTED OR ME DRAWN= ME CONTRACTOR SMUG DE
RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN
THE ABOVE-MENTIONED REWUTION2
2. FLO%% 4 BEDROOMS 42 POISONS/BEDROOM 475 GALLONS/PERSON/OM I5
800 OPD • MENDE DULY FLOW.
DERN - 1.15. MIRAGE - 000 910
SEPTC
3MINIMUM O1$ 1.250 0ALLRECOMMENDED 5 3 GALLWPRE-CAST DONWEN TANK SIZE INS t0
COW
MED SIRE P{R 00031 EWARaNS
A • 0'L 0 - MAXIMUM FLOW
t - PERCOLATOR RATE - 12
A - TELL. 625 50.FT
A •
I. 325 (FOR BED VS NNW) -8125 50. FT.
MMMUM AREA REWIRED MI3 SOFT
PER CONI MUM RD:MENEN15 Edi USE OF INFILTRATOR' SYSTEMS
AREA REDUCTOR • (O6)PA (0.8 FAT BEDS)
AREA REWIRED • 513' 813 • 409 50.31.
018.73 S0. FT. PER UNIT - 28 WITS 447
3. TORSOS SOIL EXCAVATED FROM SITE ACCEPTABLE F N0 CLAY i5
4. VEHICULAR "RAMC 15 PROHIBITED OR THE TEC.
& CLEANSES ARE REWIRED AT AL1. BENDS ARID AT LEAST EVERY 100
FTM ALONG THE NORSE SEWER.
8. NSTALL RISERS A5 NEC65ARY 10 BRNO ALL ACCESS MOOS 10
WORN 1/2-5001 CF MAL GRADE
7.
LOCATIONS
Cf AU. COMPONENTS MAY BE VARIED AS ECESSA4Y AS LGiO
N01W8 DISTANCES AND SLOPES MEET MORE RE
A5 ALL..
8. PIS EOE MOTIVE CRO MADE 03 SURFACE WATER AWAY FROM AREA
USNO DRAINAGE SMALLS AS NECESSARY
9. PERCOLATION RAZE BASED OR REPORT BY TMCMELA MD ASSOOAIEB NG
00000180 ON any 14, 20051 IN AVERAGE PERpYATdI RAZE WAS 12 WN/N.
NO FREE WA101 OR BEDROCK ENCOUNTERED IN PROFILE N9.E
10. WS ORAMINO DOM NOT CONSTITUTE AN INS PERMIT. PERMIT
MUST BE 00TMNE1 FROM APPROPRIATE OTT 011 CDIMTY OFFICIALS.
11. NIS branal 15 SIZED FOR TRICK ONLY. BANWASH OR
FID94660 TOM FOR NEMR5E OWNS UNI15 OCR W TER 5010SR5 81
TONS WOULD NOT BE IN1RONICED INTO 111I5 SYSTEM.
95625115106 NDIE5
1. EXCAVATE MD LOW. DE5RE0 BED AREA RAKE INPLTRA11VE
SURFACE TO EJMINAIE SMEARING.
2. PLACE ROWS OF INFILTRATOR. CHAMBERS NEXT TO EACH OTHER 10
ACHIEVE DESIRED BED AREA
A END PLATES SHALL BE SCREWED IN PLACE AND UMTS INTERLOCKED
AND SCREWED TOWNER.
B RUN DISTRIBUTION PIPE TO EACH ROW OF UN11S DOWNSTREAM
ENDS OF INFILTRATOR' CHAMBERS MAY BE LOOPED TOGETHER FOR
BEST 0651080011031.
C. 05IRIBU1104 PIPE TO BE LEVEL AND AT APPROXIMATELY SAME
ELEVATOR A5 EEO.
3. F111. 9DE WALL AREA AROUND PERIMETER AND BETWEEN ROWS OF UNITS
MN NATIVE MATERIAL UP TO THE TOP OR SLOTS AND 'WALK' IN
PLACE TO GIVE PROPER SJPPORT TO SIDES BANK RUN SAND MD
GRAVE. MAY BE USED IN COX OR SILT SOLS
4. BACKFILL TO A MINIMUM DEAN OF 12 OF C034PACIED, SE11110 COVER.
AVOID LARGE ROCKS IN BACKFILL MATERIAL DO NOT USE WHEELED
VEHICLES ON THE BED DURING CONSTRUCTION.
5. INSTALL INFILTRATOR IN ACCORDANCE MN MMUFAC1URES RECOMMENDATIONS
A`AL "NA'TIVE 15'_..
LIMIT YEASEMENT
,h_ .-1 t
2O9. .F.± _-v
15 AACRES _ .�-''-�
SP1
C TANKN�'
-.. ABSORP71ON BED
J5 7X5' INFILTRATORS
L 1448' S: .
5.?Wi ACRES.t 5.13
SITE PLAN
SCALE: 1" = 50
Goblers Knob
Amended Plat Lot 5
or
119;`1 si'. ,.e tes•�A`+y
4j/�4/ifl11111�11�tt1���
NTS
,MO6 Nom 0816
Mir
VICINITY MAP
SCALE: 1" = 2000'
SECTION 35, T.65., R.BBW. OF 6TH P.M.
INSPECTION W L D TAH
NR's
0.FMI 05
/MOOS
SEWER CLEAN OUT DETAIL
NRS
DA
MARCO
MACE 0110 APPO
BY BY BY
SCALE:
Varies
DRAWN BY:
RAFO
ISDS Plan and Details
DATE
AUGUST 5, 2008
CHK0 BY: APPS BY:
TPS TA2
SHEET:
1 03 1
DRAMS:
Ste—Drainage—ISDS
TOM ZANCANELLA
Goblers Knob Amended Plat Lot 5
ZANCANELLA AND ASSOC/A TES INC
ENG/NEER/NG CONSULTANTS
POST OFFICE BOX 1808 - 1003 COWER MOM
0.E48081 5508955. 00358000 31602 (970) 045-6700
SHEET NO.
WW -1
PROJECT:
:UAL I-'KWtLia\nouse rians\sepac\sepac.awg, L'tA,Sb, 7/7/LUUts S:b9:UY VM, i:L.iian
GENERAL ND1E5
AL. CONSTYUC1101 WALL BE IN ACCORDANCE MON TIE DARRBO COMM
AND CO.dtADO DEPARTMENT DE HEALTH (COW) REGULATIONS OF INDIVIDUAL
4WA0E DISPOSAL SY"IEY2 EVEN M0001 ALL OUCH REQUIREMENTS AAE NOT
O'ECIFICAJLY NOTED W THE DRAWNOS THE CONTRACTOR SHALL EE
RESPONSIBLE FOR SUMP SPECIFIC DETAILS AS ARE REFERRED TO IN
THE ABOVE-MENTIONED REWunWS
FLOW: 4 060000015 S2 PERSONS/BEDROOM -75 GALLONS/PERSWSY 5
80001 0 - 1AMRAM ONLY FLOW.
AVERAGE - BW DFD
WON SEP10
SR 1,PRE-CAST I2. RE�COMMLNDEED 1500 XS. TO
MELT SUE 060 COMM EQUATIONS:
A - SML 0 - MAXIMUM ROW
< - PERCOLATION RATE - 12
A- 660•'-82350.06
A - 1..' 6625 (FOR BED VS TRENCH) .5125 W. FT.
MINIMUM MRA REWIRED -813 SOFT.
PER COW MMMUM 06020000113 FOR USE O 'INFILTRATOR' SYSTEMS
AREA REDUCTOR - (0.5)'A (0.0 FOR BEDS]
AREA REWIRED - M& 813 - 488 WT.
01&30 5D. FT. PER UNIT - 28 UNITS 427
1 TOPSOIL Mt EXCAVATED FROM SIE ACCEPTABLE F NO OAT IS
PREKD?.
fi WMWLM TRAFFIC IS PRONIBIEO ON ME FE1D,
S MEANd1TS AAE REWIRED AT AOL BEARDS AND AT LEAST EVERY IW
FEET ALONG THE MUSE SEWER
6. INSTALL. RISME M NECESSARY TO MENU ALL AWLS POINTS TO
WARN 1/2-0007 Cf FINAL GRADE
7 A*3 MINIMUM ALL COMPONENTS
*240 SWIMS MEET M REWIRED.RIED AS NFT.T&ARY 'TS 0
& PROVIDE P03llW DRAINAGE OF SURFACE WATER AWAY FROM AREA
00610 URNNAOE WALES /S NECESSARY.
0. CMOUCCR0 M1 .OIy i6 2 4. A BY CE PERCOLATION TW AASS112NUN./IN.
ND FREE WATER OR BEDROCK ENCOUNTERED IN PROFILE NINE
10. 1108 DRAINED 0:6 NBT CONSTRUE M MWS PERMIT. P170/IT
MUST BE OBTAINED FROM APPROPRIATE CITY W MONTY COMMIS.
11. 1X18 SYS101 5 SIND FOR TYPICAL DOMESTIC WASTES WRY. BACKWASH OR
RUSIINO ROWS FCR REVERSE OSMOSIS UNITS OR WATER WIENERS OR
FILTERS MOW NOT BE INTRW06D INTO 1X18 SYSTEM.
660 515 EILE1GEL
1. IXCAVAIE AND LEVE. DESIRED BED AREA RAKE INFILTRATIVE
SURFACE TO ELMINAIE SMEARING.
2. PLACE ROWS OF INFILTRATOR' CHAMBERS NEXT TO EASE OTHER TO
A04IEVE DESIRED BED AREA.
A EVO PLATES SHALL BE SCRLME0 IN PLACE AND UNITS INTERLOCKED
AND SCREWED TOGETHER.
B.
RON ENDS NFTAAUNITS. DOMESIREAM
INFILTRATOR' 04MBFR3 MAY 0* 1000EO MOER150 FOR
BEST DISTRIBUTOR.
C DISTRIBUTION PIPE 10 BE LEVEL /ND AT APPROXIMATELY SANE
ELEVATION AS BED.
1 FILL SDE WALL AREA MOUND PERIMETER 0•0 BETWEEN ROWS OF UNITE
WTI NATIVE MATERIAL UP TO THE TOP OF SLOTS AND 'WALK' 111
PLACE 10 GIVE PROPER SUPPORT TO SIDES, BANK RUN SAND AND
GRAVEL MAY BE USED IN CLAY OR SLT SOLS
4. BACKFILL 10 A MINIMUM DEPTH OF 12' OF COMPACTA. BE11ED COM.
AVOID LARGE ROCKS IN BACKFILL MATERIAL D0 NOT USE WHEELED
4041CLE9 ON THE BED 01068240 CONSTRUCTION.
S INSTALL INFILTRATOR IN ACCORDANCE 0311 MANUFACTURES RECOMMENDATIONS.
AL 'NATIVE 15'.
UTILITY EASEMENT
'Q3,.. .F.f
''ti AC,4ESt ��
SN.
7PIT0C TArKKN',...
ABSONP77ON BED
35 J'X6' 7NFNL7RA
Goblers Knob
Amended Plat Lot 5
SCALE:
Vmie6
DRAWN BY:
RVFG
VICINITY MAP
SCALE: 1" = 2000'
SECTION 35. T.65., R.BSW. OF 6TH P.M.
JNSPECTION WELI DETAII
ISDS Plan and Details
OATS SHEET:
AUGUST 5, 2008 1 OF I
CHK0 BY: *PPG BY:
1PB TA2
DRAWNG:
Site-Dr01ROge-ISDS
WAN OUT
AAO0.Y
SEWER CLEAN OUT DETAIL
MTS
TOM ZANCANELLA
Goblers Knob Amended Plat Lot 5
ZANCANELLA ANO ASSOC/RTES, INC
ENG/NEER/NC CONSULTANTS •
POST C%10E 80X 1038 - 1005 COOPER A44405
GS4MOW SPRINGS, COLORADO 81602 (070)045-5700
SHEET NO.
WW -1
PROJECT: