HomeMy WebLinkAbout680 Old Creamery Rd - 210508303005 - 1748-97ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1748-97 BP NO. 11657
OWNER: CREAMERY RANCH LAND COMPANY PHONE: 970-9264506
MAILING ADDRESS: P.O. BOX 1155 EDWARDS CO 81632
APPLICANT: ROB HANEY, P.O. BOX 1412 AVON CO 81620 PHONE: 970-949-9232
SYSTEM LOCATION: 0680 OLD CREAMERY TRAIL EDWARDS CO TAX PARCEL NO. 2105-083-03-005
LICENSED INSTALLER: JOHN A. BASKINS CONSTRUCTION JOHN BASKINS LICENSE NO. 39-97 PHONE: 970-926-3748
DESIGN ENGINEER: LKP ENGINEERING LUIZA PETROVSKA PHONE NO. 970-827-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
1500 GALLON SEPTIC TANK 1798 SQUARE FEET OF TRENCH ABSORPTION AREA VIA 58 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 11/14/97. DO NOT INSTALL IN WET WEATHER RAKE TRENCH
SURFACES TO PREVENT SMEARING OF SOILS. INSTALL INSPECTION PORTS IN EACH TRENCH. ENGINEER IS RESPONSIBLE FOR FINAL IN-
SPECTION. BUILDING TCO OR CO WILL NOT BE ISSUED WITHOUT SEPTIC SYSTEM APPROVAL.
r
ENVIRONMENTAL HEALTH APPROVAL: i4 / / t L' DATE: DECEMBER 12 1998
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS,
ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED.
2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING
REQUIREMENTS, CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS
SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO
BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL
THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: 1798 SQUARE FEET (VIA 58 Infiltrator units )
INSTALLED concrete TANK: 1500 GALLONS IS LOCATED DEGREES AND FEET FROM
See design dated 11/14/97 for system location.
COMMENTS: Engineer final certification recieved 7-10-98,
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN
WORK IS COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL r 1 DATE:
(Site Plan MUST be attached)
ISDS Permit # L
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. 0. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER: C RMZl
MAILING ADDRESS: PC) PI k
r,j f) co. PHONE: _L( 70) q2 G Yo(:7
APPLICANT/CONTACT PERSON- 144 F'j F-( PHONE: (97o)cfLF1-c,'2-1�-
MAILING ADDRESS: PC tjol)C 1(4-(2-10 /A rQ i Cc> 1;_� ( G 2
LICENSED ISDS CONTRACTOR: A, kRASI&Wj� PHONE:
COMPANY /DBA: -71-A eA(Lif-JS ADDRESS: PO (3c-?<
PERMIT APPLICATION IS FOR: New Installation Alteration Repair
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit # (if known)
j Legal Description: Subdivision: CACAO,�E�� i2A&k-t�riling�/A Block :CIA Lot No. 1-7
Tax Parcel Number: 0 C C) Lot Size:
Street Address: C) (_1 El 0 0L-6 "RRVI-tc-V-14 —I "I L- i C-r-:FAt&-t M-( AAA CiA
BUILDING TYPE: (Check applicable category)
}
Residential/Single Family
Residential/Multi-Family*
Commercial/Industrial*
TYPE OF WATER SUPPLY: (Check applicable category)
( ) Well ( ) Spring ( ) Surface
(X) Public Name of Supplier:
*These svttems
SIGNATURE:
Number of Bedrooms
Number of Bedrooms
Type
sign by a Registered Professional Engineer
n
Date: IIC'Cl 7
TO BE COMPLETED BY THE COUNTY
AMOUNT PAID: RECEIPT #: /0 9�tTl - DATE: A-)
CHECK #: =Ly< CASHIER:
Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
EAGLE COUNTY, COLORADO
Date: December 12, 1997
TO: J. A. Baskins Construction
FROM: Environmental Health Division
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Issuance of Individual Sewage Disposal System Permit No. 1748-97. Tax Parcel
# 2105-083-03-005. Property Location: 0680 Old Creamery Trail, Edwards, CO.,
Creamery Ranch Land Co. property.
Enclosed is your ISDS Permit No. 1748-97. It is valid for 120 days. The enclosed copy of the
permit must be posted at the installation site. Any changes in plans or specifications
invalidates the permit unless otherwise approved.
Systems designed by a Registered Professional Engineer must be certified by the Engineer
indicating that the system was installed as specified. Eagle County does not perform final
inspections on engineer designed systems. Your TCO will not be issued until our office
receives this certification.
Permit specifications are minimum requirements only, and should be brought to the property
owner's attention.
This permit does not indicate conformance with other Eagle County requirements.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
LKP Engineering, Luiza Petrovska
Community Development Department
(970) 328-8730
Fax: (970) 328-7185
TDD: (970) 328-8797
July 13, 1998
Creamery Ranch Land Company
Rob Haney
P.O. Box 1412
Avon, CO 81620
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #1748-97, Tax Parcel #2105-083-03-005. Property location: 0680
Old Creamery Trail, Edwards, CO.
Dear Mr. Haney
This letter is to inform you that the above referenced ISDS Permit has been inspected and
finalized. Enclosed is a copy to retain for your records. This permit does not indicate
compliance with any other Eagle County requirements. Also enclosed is a brochure regarding
the care of your septic system.
Be aware that later changes to your building may require appropriate alterations of your septic
system.
If you have any questions regarding this permit, please contact the Eagle County Environmental
Health Division at (970) 328-8755.
Sincerely,
14�� 6k
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL:Informational Brochure
Final ISDS Permit
cc: files
07/10/1990 09:29 9710-e27-9089 LKP ENGINEERING, INC PAGE 01
mamm
Mr. Rob Haney
Arden Development
P.O. Box 1412
Avon, CO 81620
RE: Inspection of Septic SYStem 1118tallfitiOn
Lot 17, Creamery inch
Engle Comity, Colorado
Project No. 97112 - Permit No. 1748-97
Dear Rob,
At your request, on Juno 30, 19919, we visited the constrwtion site on Lot 17, Creamery Ranch, near
Edwards, Eagle County, Colorado. The purpose ofour site visit was to observe the installation of the septic
system. They installed the system in ov=0 compliance I with t1w septic system design, Drawing No.
97ll2SD.DWG, dated November 13,1997.
The system was connected to the main residmxo as shown on ft above named drawing. They
installed I 500-gallon, two compartments, a precast, concrete septic tank
Fifty eight, Standard Infiltrator Clwnbers w= installed. The first three trenches had 15 Infiltrators
each, and the last trench had 13 Infiltrators, The infiltrators won conumted with serial distribution. In the last
infiltrator of each trench, inspection ports were installed Horizontal distance from center to center of the
trenches, was 9 feet or more. All piping was SIR-35, 4-inch pvc.
If you have any questions, please do not hesitate to call.
Sincerely,
10 M
LKP Engineering,, to
2
Luiza 1'etrovs a, P6,--
President M. Ila
M Ms, Laura Fauwtt, Ea& Coiiniy Enviro=ental HWth Division, fax: 328-7185
C:�0MCf�WPWMWFD0CW7J12091,WPD
P,O, BQx 1452,,Ayon, Colorado 81620 * (970) 827-9088 Tel ® (970) 827-9089 Fax
Cd: e4b "d I U — b IJUty LKH EMniNLF�diKi, iNU PAGE 01
HEPwOMi-PAWLAI(GEOTECHNICAL, INC.
June 15, 1994
Post4ir Fax Note 7671
Dade/
10.
To
From Lutz
Fax `3 29 0
BOX 1155
Edwards, Colorado 81632 Job No. 1942
Subject: Feasibility Study for infiltration Septic Disposal System, Lots 1-3, 5,
8-20, Creamery Ranch Subdivision, Edwards, Colorado. i
Dear Mr. McGuckin:
As requested, Hepworth-Pawlak Geotechnical, Inc. performed a fusibility study for
deterrriining the feasibility of infiltration septic disposal systems at the subject
study was conducted in accordance with our proposal for gootechnical engineering
services to the Creamery Gulch Land Company dated April 15, 19,94. The data
obtained and our recommendations based on the proposed construction and subsurface
conditions encountered are presented in this report. "I
Proposed Construction: The proposed construction will consist of single family
houses located within the building envelopes as shown on Fig. 1. At this time all lots
included in the study are Vacant.
Site Conditions: in general, the subject site consists of rolling hills with vegetation
consisting of grasses and weeds, Aspen trees and low lying shrubs are found along the
perimeter on the south and cast sides of the subdivision, Slopes range from slight to
steep across the subdivision. Numerous irrigation ditches cross the area.
Subsurface Conditions: The subsurface conditi011s at the site were evaluated by
excavating 18 exploratory pits to a depth of 8 feet at the approximate locations shown
on Fig, 1, The logs of the pits are presented on Fig. 2.' The pits were locate downhill
of the building envelope, Tice subsoils encountered, below about I to 2 feet Of topsoil,
consist mainly of silty clays with varying amounts of sand, gravel and cobble rock.
Ground water was found at a depth of 7 feet at Pit 10, Lot 10, on June 4, 1994, The
soils ranged from dry to moist.
Percolation Testing,; Percolation tests were conducted in a pit between 3 1/2 to 4 1/2
feet deep next to each of the profile pits. ApprOxim*telY the last 1 foot of the pit depth
was dug by hand with a post hole digger.
The percolation test TCSUItS are presented in Table I. Percolation rates varied from 20
minutes per inch to 60 minutes per inch. Based on our exploration and testing, each lot
should be suitable for conventiOnAl infiltration septic disposal systems. The systems
sbould be based in the upper soils encountered to about a 4 foot depth. Lot 10 may
require a mounded system- Addonal testing should be conducted for the actual design
an1 location.
"2"09/1997 09;46 970—K7-9083 LKP ENGINEERING, INO PAGE 02
Crearnery Gulch Land Company
June 15, 1994
Page 2
Limitations: This report has been Prepared in accordance with Wenerally accepted
geotechnical engiriecring principles and practices in this area at this time. We make no
other warranty either expressed or implied, The conclusions and recommendations
submitted in this report are based upon the data obtained from the exploratorY Pits
excavated at the locations indicated on Fig. 1, the proposed rfpe of con. struction and our
experience in the, area. Our rmdings include interpolation W extrapolation of the
subsurface conditions identified at the exploratory pits and variations in the subsurfare
conditions may not become evident until excavation Is performed. If conditions
encountered during construction appear different from those described in this report, we
should be notified at once so re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes,
We are not responsible for technical interpretations by others of our information. As
the project evolves, we should provide continued consultation as needed. Significant
design changes may require additional analysis or modifications to the recommendations
presented herein.
if you have any questions or if we may be of further assistance, please call our office,
Sincerely,
40 a
15222
Steven L. Pawlal"'., P.
SLP/ro
Attachments
HeP GEOTSCH
12/e,9/1997 09:46 970-327-9033 LKP ENGINEERING„ 1NC PAGE E3
Lot 3
s 1
t
P-3 r
Lot 1
f ,
` . P-1 I
Lot 4
Lot 6
P-6
1
Lot 7
f
r
Lot 20
Lot 19
P-1 9
Lot 13I1
1 �
' P-1i
Lot 1+4 P-1
P-17 `
4 }�
}t
P-15
Lot 17 w r +Lot 1 r
w
P-16 ; i i
s
p"ti, iLot 1£ ,-�_ �',_ - J
P-12
Lot 11 �
+1111
Locationof Exploratory
12/o9/1997 a9:46 970-927-9099 LKP ENGINEERING, INC PAGE 04
Depth - Feet
p-777TT7]
ev
a�
ap
Id
Z
LLL-Lj
12/09/1997 09:46 976-827-90E9 LKP ENGINEERING, INC PAGE 05
LEGEND:
ETOPSCIL; organic sandy silt and clay.
CLAY j'CQ; silty, sandy, scattered gravel, some cobbles, low to medium,
plasticity, slightly moist to moist, stiff, mixed brown.
CLAY AND GRAVEL (CL-GC); sandy, cobbles, occasional boulders,
stiff/medium dense, slightly moist to moist, mixed brown.
Disturbed bulk sample.
Seepage Level
i . The exploratory pits ware dug on June 4, 1994 with a backhoe, The profile
pits were backfilled and the percolation pits were soaked.
2. Locations of the exploratory pits were measured approximately by pacing
from the features shown on the site plan provided.
3. Elevations of the exploratory pits were not measured and the pits are drawn
to depth.
4. The exploratory pit locations should be considered accurate only to the degree
implied by the method used.
5, Water level readings shown an the log of Pit 10 was made at the time and under
the conditions indicated. No free water was encountered in the other pits at the
time of excavation. Fluctuations in water level may occur with time.
Lagand and Notes Fig. 3
UJ4E 970-327-9aB9 LKP EIIG7NEERING, PAC PAGE 6
PERCOLATION TEST RESULTS PAGE 1 OF 5
iEV-11M
HOLE NO,
HOLE DEPTH
LENGTH OF
WATER DEPTH
WATER DEPTH
DROP IN
AVEAAGE
(INCHES]
INTERVAL
AT START OF
AT END OF
WATER
PERCOLATION
IMINI
INTERVAL
INMVAL
LEVEL
RATE
(INCHES)
(INCHF.Si
IINCHES%
(MINJINCH),
42
is
71/4
6 314
1112
83/4
8114
112
6112
R
1/2
refli
a
7112
1/2
P-2
47
16
9 3J4
9
3/4
9
81/2
1/2
8112
8
112
a
7112
1i2
30
P-3
so
is
10118
93/4
318
9 314
9114
112
10 1/2
10
112
Mill
10
9112
1/2
30
P-6
61
18
10314
101/8
5/8
10118
95/8
1/2
9518
oil$
1/2
9 1 is
$618
112
Percolation test on Lot 4 (P-41 not performed.
141 rj�r i jj i n':J: 14b `-'rut-d ' �-y«813 LKP ENGINEERING, INC PhGE C7
HEPWORTH-PAWLAK GEOTECHNI(CAL, INC.
TABLE I (Continued)
HOLE NO,
P-6
P-8
HOLE DEPTH
IINCHES)
52
48
LENGTH OF
INTERVAL
(MIN)
15
15
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
11 314
WATER DEPTH
AT END OF
INTERVAL
UNCHEM
11 1 /4
DROP IN
WATER
LEVEL
(INCHES)
112
AVERAGE
PERCOLATION
HATE
(MINANCH)
30
30
11 114
10 314
1/2
10 3/4
10 114
V2
10 1/4
9 114
8 314
8 314
1t
112
8 3/4
8 114
112
S 114
7 314
112
7 314
7 114
112
P-8
P-10
53
57
15
refill
15
10
9114
3/4
20
30
9 14
8 1/2
314
10 114
9 112
34
9 112
12 1 /2
$ 314
12
3/4
112
12
11 1/2
1/2
11 112
11
112
f
r
[dote: Percolation test on Lot 7 (P-7) not performed.
— — - -- . - -- I � - -- I --- I �rr.r L: "[-lZJT.Llllk-1 1 .1-14�1 t- olLt ff;7�
PERCOLATION TEST RESULTS PAGE 3 OF 6
TABLE I (Continued)
HOLE NO.
P-1 1
P-1 2
P-13
FP-14
HOLE DEPTH
IINCHES)
so
49
62
56
LENGTH OF
INTERVAL
(MIN)
1R
15
15
15
WATER DEPTH
AT START OF
INTERVAL
(INCHESi
11314
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
11 5/8
PROP IN j
WATER
I'EV EL
(INCHES)
AV ZRA01i
PERCOLATION
PLATE
IMIN.IINCH)
1
so
20
60
30
11 Big
11318
114
11318
11118
114
11118,
10 114
10 718
9 IM
1/4
314
9112
8 34
314
8314
1 8
314
11 114
7114
11
314
114
11
10 34
114
10 314
10112
1/4
--lo 112
11 114
1b 114
10314
1/4
112
10 34
10 1/4
112
10114
9314
112
1 11 - i jj ( UJ, 40 � ( U-0-1 r -- DUOD LXN" IN'- -AUL u li
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
PERCOLATION TEST RESULTS PAGE 4 OF 5
4�? U-11 s J.3f � D . H D :) I ri - 0 1: ( - � tj = --I LKf =f altvrthlNCz, INU PAGE 10
TABLE I lContinued)
1�
HOLE NO
- ml
HOLE DEPTH
LENGTH OF
11 ll�UMXMMMIMFM�
WATER DEPTH
MIM '-
WATER DMIN
- .-
DROP IN
AVERAGE
(INCHES)
INTIERVAL
AT START OF
AT END OF
WATER
-10]
N
PERCOLATION
(MIN
INTERVAL
INTERVAL
LEVEL
"T
RATE
IINCHESI
(INCHIS)
{INCHES
{MICA
P-18
so
15
11112
10314
314
10314
101/4
112
10114
9314
112
9314
9114
112
20
ple
.33
is
12114
11 1/2
3t4
11 112
10314
314
10 34
10
314
10
0114
314
20
P-20
48
15
a
7 1i2
1/2
7112
7
1/2
7
112
112
30
LOT 18 1 I OESrcttI catcuu nays
NasiD percdb, Ifat` 4- JO mhufea �.#e-al Pw MM
NAWOOE ` \\ \ 1 nnar I I 1 I 1 kfaNMlum easy Mw _ones 125 .mur,
\ F $ ones v Dame x g pwaon /b m x 75 gw-1pa¢ 1*y x 150X
QH, x - BOO gpd � 0
`\'a1,. \ •\ J�\ \ 1 I I I i 1 sEvnc rA,vfr �;5 : ,goo rSOO : 58.Ob 94
yy_112591—x30 Am 15•1
¢---------------------�\\ \\ \ \I 11 I I I I I I 1 ✓We 1500 gdbng two aanpwhnenf Premat eoncrafe lank by Cop/rnd Conaefe w egu/rdenf
I ---<� ---C l\ \ 1 1 1 I I 1 I I 1 I ABSOMarxw AREA
I \`\\ rwa 4 aABEDx BLuryrr r�E \I I � I I I � I � I I
ga a.f.
(¢Y �pm,e raewwr. v.aDanU 1 \ \ 11 II I I I I I I I - Compare wtth Long T Aaaspfance Fate:
I "(Yallffai B✓MMBE �,j., 1 \ I 1 I I I T Accpfmw Rafe far aandY daY 0.50 9dlon¢ Pw
Lang ¢Were foot pw day
I - f I% •Wax � rr �nu�e \ \ \ 1 1 I I I I I I I I I Amv . ga0/LISo - 1B00 +Waro hat
I `\ WT `\ \ \ � i � j � I 1 I I I StaMOM /n/yfrvtw Chwn0w Syatam in a frmM cangguration Mtn on dbwed 50 percent
ur 59 NNfrvt QyMMbafMmDw=)SS AI.
and ens franM MM 1J I,&ha —
-- m—
/%/////\
\, S
rFAcr 0 nQss
\ \\ m/ /'(/ 11 I \ _ iw II II i \\ 1 I 1. Me DuRtlhg aeww IEe Born Ma Novae fo fM1a ¢apt/c tank h o m op cr / Mch per
I �\ so / \/ 11 (\ I \ I ( I 11 11 1 foot. Bmtla n Me bu6dM9 aeww shall I. IYnIteS to [5 deg
hV M. aetank Mdl De Inaf level Dle took andl haw remowble carers w manhdae fc nthM E
Me flmahM gmd4 fw Mapscllon and dwr.Mq
\ \ \\ I 1 P rl 1 11 I 11 I J Exnwte Mree (J) leaf wide banMea. Me horQonfd dYfann fmrn abewdl fo ahbwdl between the
X / \ ( 1 1 1 1 MnMea shill be a mMknum of aM (B) het.
I /ii/i'\\\ I I 1 II 1 11 .AaRaw¢s Lww
CA/iAC>E/ / / / / / / / / / / / / } 1 � \ \ 1 I 1 1 1 1 dWl LF f£Mc rtSr 0. ihs bottom me the elMwalle of Me benMee aM1dl be raked fo dlnbrofe smearMg.
I 1
1 \ I I 1 { 1 11 1 S AzttmDle rnd Matdl the In Potmfw Oiambew M Me benchse attwdMg fo Me manufgcturaa
I 1 I I I 1 1 1 1 I 11 11 \\�/1\� 1'�1\ E1 r.camm.ndorbns
I 11 11 I I I I II 1 1 ` � e. eaeenl the sreewdl wee wrrn natM on-aiea soe fa ProPw wppwt.
I 1 1\ j I I 1 I MII 1 \ `\ 1. ft.01 Me franMea wlfh a m)nlmum of 12
pIl 1—n sop cover.
1 l \ \ \ B Arab whrde ha Mc aver fha -1—.
� srAxoAfm �m�uL 11 11 \ 1 \ � \ .
1 BUCMNO ENVELOPE II { I \� \ II 11 I 1\ 11 \\ A All Insblbfians shall meet Me rvlea and IN-1ana of Me Eagle Counfy EnH W —Rh
v------------------------------------ 1 - _1 -Jk I 1 1 \ \\ \\ \ \ \\ . Chapfw f, lndlridual Sewage Orepoad Systemz
- to Ma Sepik Syafem Insf HA, Mall De Map.- by Me —1a End eve prfw fo b.--.--g
ar rcrAu i 1 1 I 1 i 11 I \ \ `\ `\ \ \ PERCaA nav her REsu[ rs
\\\
Average Pwcdetbn Rate _ JO mMufes Per InM
feat done by HNwwM-Pawld: OrotsMnlcd, Inc.
1; -ILV n ""Ai'I
LOT 17 li I. 1� 1 \\ \ `\ \ v `"1""V D''`M.d✓' m�». 2 �Atk
/45100 GALLON TWO COMPARTMENT
GFAPRIC SCALE CONCRETE SEPTIC TANK
N.T.S.
fumr)
1 bfvp - ID K
gaga LOT 16
ELBOW
1T—
STANDARD INFILTRATOR CHAMBER
N T. S.
WOUND SURFACE
�.-
W22-1/2 'INnLMATOR CHAMBER
Al. T.S
SERIAL DISTRIBUTION
ROID AR PIAR MO ICPO WRWMAIH.N tWDI E0 BY plMr.
