HomeMy WebLinkAbout026-1126-15-000
county St. Croix
'0Asccns t Department of Comrrere PRIVATE SEWAGE SYSTEM
Safety and Building Divisicn SarvGiry Permit No.
INSPECTION REPORT 582060
GENERAL INFORMATION (ATTACH TO PERMIT) Sire Plan D Nc
Persona information you prcvide may oe used fcr seconcary Durpeses (privacy Law, s.15.04 0)(mil 2624683
~;ermd -iclder's Name City village Township Parcel Tax No:
.
Ali & Julie Aminpour TOWN OF RICHMOND 026-1126-15-000
8M Elev Irsp. BM Eleo: BM Descriptir. , CST No:
fDC~ (ki I C`jT- 12.30.18.776
TANK INFORMATION ELEVATION DATA 5, /4S .p -i 1/ Ob
TYPE MANUFACTURERR CAPACI FY STATION BS /QHIO4 fS ELEV.
n
Septic I. Benchmark /b ~l g Inc
~ 5 F• 1 ~ f Z~ T /
Dosing P~ ` Alt. Bbl / • oS /69 . 6f
O
Aecat+eft Bldg Sewer 4
ic 1 lL, po I a L. SZ
Holding St/Ht Inlet 7"Ref
w 1
TANK SETBACK INFORMATION Sb'Hi Outlet
TANK TO P; %Aj'FI I BLDG, vent to it Intake ROAD Dt Inlet
Septic 30 / q Ut Bottom /6 cry q / .
~ ~ g ! i fJ Y
Dosing J / Hoader;Man. Z f /61.g
4 ~
Dist Pipe
Aeration - _ ~ 1 Z /OZ . Q Z
Holding Bot System Z .-7 /ZZ . 3q
~
PUMPISIPHON INFORMATION Final Grade fZ `G q
Manufacturer Q CD'F and St Cover r!I / J c.l~ jr 65
/I d /v O
Model Number p u 5-6.-5-5
L
TDH Lift Friction Loss System Head I uFL L 1
L 7
1 6 r 65 9, O 5 6.15 1
Forcemain Lei tf)Q Dia II Dist. to
y.
SOIL ABSORPTION SYSTEM -
BED!TRENCH Vvidth Length INo 0 I r e n PIT DIMENSIONS Nr Of Pits- Inside Dia TLqu7-7o-pth
DIMENSIONS C '7~ Ju! e
SETBACK SYSTEM TO / P!L BLDG r bNFLL LAKEISTRFAM CHLEACHING AMBER OR Manufacturer
,1aL L } _ ( UNIT Moccl Nu•nber
INFORMATION Type M J e nr~
DISTRIBUTION SYSTEM 1 D J ~A'/-iYJ1
HDadeNMando~ ID istr Dutton x Hole Size l( x Hole Spacing V D Air l KB
Pipe(si G / L
Length Da Length V ~r Dia / r J Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Deptn Over Depth Over TXX De ptn of Seeded;Sodded xz BediTrench Center s3 Bed/Trench Fdges psoil I n _ - Yes No No
I 1 f'~' ,
COMMENTS: (Include code discrepencies, persons present, etc.} In ection #1: (0 Inspection #2
Location: 1651 WATERS EDGE DR S0`,1 V z~
1.1 Alt BM Description = rtt 6-6jk,--~
2. i Bldg sewer length
- amount of cover ~;t ,
~ S aa, ~ ~QQ
Flan revision Required? _ Yes 14 No r,, -7
Use other side for additional information Cent No
Inse afore
D,31e ;>c*
SBD-C,71C (R.3r97)
de
_ - - t ,1U 0t,
!r •;f•, Safety and Buildings Division R(1TX
r r 201 W. Washington Ave., P.O. BOX 7162 Sanitary Permit Number 4w Ire tilled in by Co.)
- P I=i NOY t~ n 20,11111, Madison. V`.tl 5370 162
s Z d ~C)
ST. CrCIX COON 1
Qd ate Transaction Nurnher
Sanitary Prlnit'Application $
In acaxdance with sl`S ,r 121(2) st i,. •\d n t owe, xr wri-i n if thi, form t,, d-c ppr pine c,c nmc nu
is required prior to ohtuinnip' a canna 1k.,l N,-te 1p phc,vico towns for state-O'a nrU P (M S are submitted tc Pt0lrct Address (itdtlfrrrnt than mailing addre-)~
fv~/
the Dcper.n l of Satel, eod Pt ~nssioral S •rnies Puwnal information }ou precidc rum. `n u=rd for sccondan N°"" 5
purl cs in a a,niancr s illy the I ma Lau c- I (di I )aril. tats. J
1. Application Information - Please Print All Information Cl\
s
lrrrt.: ( loner's Name Ya,rcl =
41 it Jl I124- Is-001
Propertc 0h%ver's Mailing Address I':oprrl, Location a
P . 0. BOX 445 Goct Lot 15
City, Suer Zip Codc Mimic Number Section
NEW RICRMOND earl 715-246-2320 cw,1cone)
- 1- 30 N. R 1 E or t
11. Type of Building (check all that apply) I of
Subdtrtsicn Namc
~I or 2 Tamil} Dwelling Numbei o!'13 rd'o:,itts
la Mock _ WATERSEDCE _
❑ Publ,c l omntrrcial Describe Use ok f City of
('SM Numhcr ❑ N`dlaee of
State Owned Drscr~hr l Ise IRTI Of RICHMOND
_
7 -or 70 6 V ti -
111. Type of Permit: (Check only one box on line A. C'untplele line B if applicable)
Tank Replacement ClnI ❑ Other Mollification to Eslsring System (cxplarnl
Ne.c System FI: o•nirn S C TmauncnrHuldinK
u ; stem
A El Rr
1-1st Precious Prrurit Number and Date hxtrd
K. E Per-mil Kenes%A 1 Permit Rl ision F1 C'han_'c of Plumber C Permit Transfer to Nccs'
Hefnre Fxpiration ON'ler
I r
IV. T-ipe of I'll ScstemlContponentiDevice: (Check all that ap Ip
LJ Nun-Pressurized In-ind Pressunzed In-Gro ind At-Clrade ]tl Mound = 24 in of suitably soil L Mound < 24 in. ol'suitahle soil 11
l ❑ Holding Tank C Other Dispersal Compoil (explain)-.. ❑ Pretreatment Dcs'ice Irnplain) t
V. Dis ersal+ 1 real fens Area Information:
De,teI 1"'A lgpol Design Soli Apphcxion Rai/ pdSQ Dispersal Are:: Kequircd Drspcr al Area Propo- sf) S)stcm EICS:tno
610 0 .4 J 630 IJOD 630 aZ • 3
\'1. 1'ank Info Capa;ity in Tolal a of Mant:facturer _
Gallons G,dlrrn5 Units _
Ne•.s I auks I Existing Tal / fin/ _n
A) / 0 b` G L f n _ J
Septic. or Holding lank
i
Do:ineC'hamher O I 800 1 t+JTF51%R
VII. Responsibilih Statement- 1, the undersigned, *%%nine responsibility for Installation of the PONN'TS sho%n on the attached puns.
Plumbers Name (Print) Plomhrr'- 'igna, NtP.,N1 Number Kusirtcss Phone Nun,her
PAUL KOEHLER l i 225410 715-246-2660
Plumber's Address (Sircel, Ciq, Stair, Zip Codc)
321 WISCONSIN DRTVE NEW RICHyOND tisI 54017
ounh;De arlmen'U""Only -
I'l Fee Dale slue Issuin Kent Signature
.cd
t ken Ke:_,:,o tor Denial lp?i~ , I l
rXCp..",d
r Disapproval s lr^ f~► A' r~
i tT ~ eaSons fo
1. Septic lank, et`tluert fitter and 3, t~Qtnb' oA.S
duper cell must all be ser ices 1 niairtai Q,'Jrl,r
as per management plan provided by piumbtlr, ~u3
2. Al sett it ragtytements trust W maintlined
Rj -l lllx~il , l
~,/r•- Attach to complete plans for the system and submit to the Coup only on paper Riot less (ban 8 t't x 11 inches in size
/ 1 Cf 4 eC~~)~~,t~ 1'vt'
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SIM-6398 (R. I i I I )
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DIVISION 0= INDUS I RY SERVICES
3824 CREEKSIDE LN
HOLMEN M 54536-9466
Contact Through Relay
S P S http i!dsps wi govtprograrrs!industry-service
www.wisconsir.g-v
Scott Walker, Governor
Dave Ross, Secretary
October 2(), 20 IS
C U S T ID No. 32`410 ~l TV PO 47.S In-%I)ector
PA IIL R KOEHLER ZO\ING OFFICE.
COON FRYSID1. I'LL )0BING & HEATING INU ST CROIX COUN I"i SITA
321 %N"ISCONSI\ DR 1 101 CARMICHALL RD
NL%V RICHMOND 1l'1 54017 HUDSON \VI 54016-7708
CONDITIONAL APPROVAL.
PLAN APPROVAL LXPIRFS: lllr'29i2017
SITE: Identification Nurnbcr~
Brushy Mound Partners "Transaction ID No. 2624683
1.10111 tit Site ID No. 811862,
Town of Richmond Please refer to both ide.rtification numbers,
St Croix County above, in all correspondence with the agency.
NF1,14. SW 1,4. S12, T30N, RIM' -
tiuhdivision: Brushy Mound Lake; lot 15
FOR:
Description: Four Bedroom Mound Systent 5°'o slope
Ot)ject type- Pt- WTS Component Manual Regulated Object ID No.: 1572363
Maintenance required; 600 GPD How rare; 37 in Soil minimum depth to limiting factor from original grade
'-;\Stem(c): N'lound t: omponcnt NNIMtual - Vcr. 2.0, SBD -(0691-P (N.01,01. R- 10;12). PrcSSUrc Distribution
Component Manual - Ver. Z 0. SBD-10706-P (N.01,'01, R. 10,'12`); Effluent Filter
Tile S'Ibmittal described above has been reviewed for conformance with applicable %Visconsin Administrative Codes
and Wisconsin Statutes. The submittal has been COND[ fIONALLY" APPROVFD. This system is to be constructed COND'!
and located in accordance with th:: cnclo,ed approved plans and with any component manual(s) referenced above. APpI
I he owner, as defined in chapter 101.01(1(?), 'W'isconsin Statutes, is responsible. for compliance with all code
requirements. DEPT OF
No person may engage in or %%ork at plumbing in the state unless licensed to do so by the Department per s.145.06. PROFESS101
stats. DIVISION OF IN[
[tic ~:ollo~%in- conditions Shall be met during construction or installation and prior to occupancy cruse:
Reminders
• A sanitary permit must be obtained Iron the counh where this project is Located in accordance with the SLE CORK
requirements of Sec. 145. 19, Wis. Stats.
• Inspection of the private se\%a,"e system installation is required. Arrangements for inspection shall be made with
the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
• A State approved effluent filter is required. Maintenance information must be given to the owner of the tank
cxplainin- that periodic cleaning of the tilter is rec,uired. Access to the filter for cleaning must be provided
per SPS 384 product approval condilions.
• All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant.
• 1 he area within 1 downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or
soil compaction is prohibited in this area.
• A copy of the appro~ed_plans. specifications and this letter Shall be on-site during construction and open to
Intl )eCtlon b`: <'.trhorl/ed re resentati e< of the Dc' rtnicrl. %%hlch InaA InclLLde local Ins ector,,.
(hN ner Responsibilities
• 1 he current o%%ner. and each Subsequent owner, sha l receive a cop,, of this Eater including, instructions relatin
to proper use and maintenance of the system. Owners shall receive a cop} of the appropriate operation and
waintenance manual and.,or owner's manual for the POWTS described in this approval.
• I he o"% [lei of a POWTS shall be responsible for cnsurin<_* that the operation and maintenance of the POWTS
Occurs in accordance with this chapter and the approved management plan under s. SPS 383.34(1).
• In the event this soil absorption sti Stem or any of its component pans malfunctions do as to create a health
hazard. the propern• owner must follow the contingency plan as described in the approved plans.
• The owner is responsible for submit-.in- a maintenance veritication report acceptable to the county for
maintenance tracking purposes. Reports shall be subn.ritted at intervals appropriate for the component(s) utilized
i r the POWTS.
In ,ranting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101. nothing in this review
,Fall relieve the desi-ner of the responsibility for designing a sale building, structure., or component.
Inyuirics concerning, this correspondence may he made to me at the telephone number listed belo,,%-. or at the address
on this letterhead.
I he above left addressee shall provide a copy of this letter and the PO%VTS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the PCAV l S.
Sincerely. Fee Required $ 250.00
This Amount Will Be Invoiced-
ard %9 wim When You Receive That Invoice,
PUW I S Plan Reviewer, Division of Industry Services Plea~c IIICIude a Copy With Your
(008)789-7893, Mon - Fri. 7:15' am - 4:00 pm Paynnnt Submittal.
WiSh4ART code: 7633
cc: 1 d\~ in :A Taylor, ~1 rite ~ ater Specialist. 1 -15) o34-3484 . ~lvndr:, - Friday 8'00 am 'I o 4:30 pm
EZflow`R' MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name: BRUSHY MOUND PARTNERS
CGEI IIC-J
Owner's Name: DERRICK CONSTRUCTION OCT 15 2015
rI v 5~
Owner's Address: 1505 HWY 65
r!_ l 1STR,
Legal Description: NE1/4SW1/4S12T30NR18W
Township: RICHMOND
County: ST CROIX
ZONALLY
Subdivision Name: WATER EDGE
-ZOVED
Lot Nurnber: 15 Block Number: :AFETY AND
JAL SERVICES
Parcel I.D. Number: 1L1~TRY SERVICES
Plan Transaction No.:
Page 1 Index and title
Page 2 Data entry CE
Page 3 EZflow mound drawings
Page 4 Lateral and dose tank
Page 5 Distribution media
Page 6 System maintenance specifications
Page 7 Management and contingency plan
Page 8 Pump curve and specifications
Page 9 TANK INFO
PA be 10 r~c-D f Pc-A lJ
Designer: PAUL KOEHLER License Number: MP 225410
Date: 10/12/15 Phone Number: 7152462660
Signature:-/
Designed Pursuant to the
EZflow Mound Component Manual Ver. August 20, 2007.
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and
Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01!) 1, R. 10;12)
EZflow Mound Version 3.0 (R. 3/1(12) Page 1 of 9
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(r or c) r Residential or Commercial Design
400.00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor (e.g. 1.5 = 150%)
600.00 Design Flow (gpd)
5.00 Site Slope
101.80 Installation Contour Line Elevation (ft) 120.00 Contour Length Available (ft)
37.00 Depth to Limiting Factor (in)
0.40 In-situ Soil Application Rate (gpd!ft2)
Distribution Cell Information
9.00 Cell Width( ' ft) 3 ,4. 5, 6, 7, 8, 9 or 10 Only 70.00 = Dispersal Cell Length (ft)
1.00 Dispersal Cell Design Loading Rate (gpd/ft2)
1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point
in the distribution
Pressure Disribution Information network? Enter Y or N
(c or c) e; Center or End Manifold
3 Lateral Spacing (ft) If N above, enter the elevation (ft)
3 Number of Laterals of the highest point.
0.125 Orifice Diameter (in) (e-g. 0.25)
1.50 Estimated Orifice Spacing (ft) = 4.57 ft 2/orifice
2.00 Forcemain Diameter (in)
140.00 Forcemain Length (ft) Does the forcemain drain back? Y
95.00 Inside Pump Tank Elevation (ft) Enter Y or N
0.00 Forcemain Filter Loss (ft)
6.50 System Head (ft) x 1.3 22.84 Forcemain Drainback (gal)
6.93 Vertical Lift (ft) 94.14 5x Void Volume (gal)
8.85 Friction Loss (ft) 116.98 Minimum Dose Volume (gal)
22.28 Total Dynamic Head (ft) 56.85 System Demand (gpm)
Lateral Diameter Selection Manifold Diameter Selection
in. dia. options choice in. dia. options choice
0.75 1.25
1.00 1.50 x
1.25 2.00 x x
1.50 x x 3.00
2.00 x
3.00 x _
Gallons/inch Calculator (optional)
Treatment Tank Information Total Tank Capacity (gal)
1250.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in)
Weiser Concrete Manufacturer gal/in (enter result in cell B49)
Dose Tank Information Effluent Filter Information
800.00 Dose Tank Capacity (gal) POLY LOCK Filter Manufacturer
i 22.24 Dose Tank Volume (gal/in) 525 _ Filter Model Number
Weiser Concrete Manufacturer
Project: BRUSHY MOUND PARTNERS Page 2 of 9
Mound Plan View
1;1 10 B Observalion Pipe J
K ~T -
A
5
W I l: -
B
z
L
Mound Component Dimensions
Down slope toe extension made.
ft K 8.18 ft
A 9.00 ft E 11.40 in H [Aft
B 70.00 ft F 12.00 in 1 ft L 86.35 ft
D 6.00 in G 0.50 ft J ft W 26.65 630.00 (ftz) Dispersal Cell Area 1500.00 (ft2) Basal Area Available
8.57 (gpolft) Linear Loading Rate 7.00 (ft) 1110 B Obs. Pipe P aCerT1P•nt
Mound Cross Section View
EZflow Dispersal Area
Finished Grade 104.30 (ft)
t H
G
2 1
F k Dispersal Cell 102.80 (ft) Laterr
--*.l Invert EIFVa'i;ri
102.30 (ft)
Dispersal Cell 3
Elevation D 3
l ♦~114 ( J /r1 l
101.80 (ft) Contour Elevat&i
5-0 % Site Slope
Typical Dispersal Cell
Shading Key See Page 5
Q Topsoil Cap > 2 La-
2 Subsoil Cap v° ° c 2.0 ft Approved Geotextile Fabric Cover
e ASTM C33 Sand „ ° fi
:T..;. 5
75 2
® Tilled Layer
EZflow Media t
F5
U) 0 U 0.5 ft
- A
See details on page 4 for number. size, and spacing of laterals.
Laterals are located in the 4" gravity distribution pipes as shown on page 5.
Project: BRUSHY MOUND PARTNERS Page 3 of 9
End Connection Lateral Layout Diagram
Tuit-up vfball valve or Moan outplug
p
FForcemair, fice bested rAt Z IF x P.ft laterals iCerrtita! auith cxrfYes equaltyspaced. ction Ufl tee or cross to manifold nil ~ point t aterals & force main of PVC Sch
40 per SPS Table 384.30 ces poird up except eyery 5th one points down for drsinoge
Number of Laterals 3 Orifice Diameter 0.125 in
Lateral Diameter 1.50 in Orifice Spacing (X) 1.52 ft
Lateral Length (P) 69.20 ft Orifices per Lateral 46
Lateral End (Z) 0.80 ft Orifice Density 4.57 ft`/orifice
Lateral Spacing (S) 3.00 ft Manifold Length 6.00 ft
Lateral Flow Rate 18.95 gpm Manifold Diameter 2.00 in
System Flow Rate 56.85 gpm Forcemain Velocity 5.81 fusee
Dose Tank Information Locking cover with warning
label and locking device and
sealed watertight
Electrical as per NEC 300 and ♦ I
j 4 in. mm.
SPS 316.300 WAC Disconnect
Tank component is properly vented Alternate outlet
location
t Fcrcemam d ar i
Weiser Concrete Manufacturer
Capacity 800.00 Gallons T
Volume 22.24 gal/inch A
VVeep hole of ci it
Dimension Inches Gallons B siphon dev.cr-
A 18.21 405.02 C
B 2.00 44.48 P, umP off elcv~.i=n 0h
C 5.26 116.98 95.88
D 10.50 233.52 ID
Total 35.97 800.00 _
Dose tank elevation (it)
Bedding And Backfll As Per Manufacturer 95.00
Alarm Manufacturer SJ RHOMBUS
Alarm Model Number PS PATROL -
Pump Manufacturer _
Pump Model Numbeingpm
Pump Must Deliver at 22.28 ft TDH
Note: Switches containing mercury may riot he used in this systern.
Project BRUSHY MOUND PARTNERS Page 4 of 9
EZflowC Distribution Cell Media Layout
9.00 Cell Width (ft) 1.50 Sidewall to Lateral (ft)
Distribution Cell Cross-section Arrangements
Component Legend
SR1-7A Bundle - 5 ft or 10 ft lengths
SR1-12A or EZ 1201A in 5 ft or 10 ft lengths
SR3-12H or EZ 1201 F' or SR3-12H in 5 ft or 10 ft lengths
o 4" Perforated Distribution Pipe With Pressure Lateral Inside
• Turnup Enclosure - - - - - Pressure Lateral
Bundles are covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
9.00 Cell Width - A (ft) 70.00 Cell Length - B (ft)
Center Connertion Lateral Layout Diagram
Force Main
9
End
Manifold
-
Project: BRUSHY MOUND PARTNERS Page 5 of 9
Mound System Maintenance and Operation Specifications
Service Provider's Name ~DARRELS SEPTIC Phone 7154251025
POWTS Regulator's Name PAUL KOEHLER Phone 7152462660
System Flow and Load Parameters
Design Flow - Peak 600 gpd Maximum Influent Particle Size 118 in
Estimated Flow -Average 400 gpd Maximum BOD5 220 mg/L
Septic Tank Capacity 1250 gal Maximum TSS 150 mg/L
Soil Absorption Component Size 630 ft` Maximum FOG 30 mg/L
Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL
Service Frequency
Septic and Pump Tank Inspect andlor service once ever 3 ears
Effluent Filter Inspect and clean as necessary at least once eve 3 ears
Pump and Controls Test once ever 3 ears
Alarm Should test periodically
Pressure System Laterals should be flushed and pressure tested every 3 ears
Mound Inspect for ponding and seepage once eve 3 years
Other
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap
and are secured in as shown in the EZflow Mound Component Manual Ver. August 20, 2007.
2. Dispersal cell media conforms to EZflow products approved for use with the EZflow Mound Component
Manual Ver August 20, 2007. Media is covered with an approved geotextile fabric.
3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis_ Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn-up Detail
Finished Grade
6-8" Diameter Lawn Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Lateral Ends at Last Orifice Where
Variable Length Cleanout Begins
ek,
Long Sweep 90 or Two
x~ Y 45 Degree Bends Same
_ _ T _ A A, Diameter as Lateral
EZflow Synthetic Media 2.10 Feet
f-- Distribution Lateral Lateral Cleanout
Project: BRUSHY MOUND PARTNERS Page 6 of 9
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component
manuals [Uflow Mound Component Manual 8!20!07, Pressure Distribution Component Manual Ver 2.0 S13D-10706-P (N. 01!01) and
SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting.
Septic and pump tank abandonment shall be in accordance with SIPS 383.33, Wis. Adm. Code when the tanks are no longer
used as POVVTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings
used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defect ve, :;r
subject to failure must be replaced. Exposed access openings greater gran 8-inches in diameter shall be secured by an effec'ivp locking
device to prevent accidental or unauthorized entry into a tank or component.
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48. Stals. The contents of the septic
tank shall be disposed of in accordance with NR 113. Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be
assessed at least once every 3 years by inspection.
The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions
are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm. the
filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous
alarm.
The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1!3 the liquid volume of the
tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner as to
when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank.
The additinn of hiologir:al or chemical additives to enhance septi;; tank performance is generally not required. However, if such products
are used they shall be approved for septic. tank use by the Wisconsin Department of Commerce.
Pump Tank
The dosing (pump) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper
operation If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. It lire force main has a weep hole, it
should be noted if it is functional during pump operation, and if not. it should be beaned.
""'No one should ever enter a septic or dose tank since dangerous gases may be present that could cause death.**'*
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration Traffic (other than for
vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the
mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the
mound be heavily mulched as protection trorrr freezing.
Influent quality into the mound system may not exceed 220 rng!L BOD5, 150 rri TSS, and 30 mg1L FOG for septic tank effluent or 30
mg!L BOD5, 30 mg,rL TSS, 10 mglL FOG, and 10° cfui100 rnL for highly treated effluent. Influent flow may not exceed maximum design flow
specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral. and it is recommended that each lateral be
flushed of accumulated solids at least once every 3 years. When a pressure test is performed it should be compared to the initial test when
the system was installed to determine it orifice clogging has occurred and V orifice cleaning is required to maintain equal distribution within
the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent pdrding Ponding levels shall be reported to the owner, and any
levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in
proper operating condition.
If the dosing tank pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or
replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal
media, and related piping, and replacing said components as deemed necessary to bring the syslern into proper operating condition.
See Page 6 of this plan for the name and telephone number of your local POVVTS regulator and service provider.
Project: BRUSHY MOUND PARTNERS Page 7 of 9
r,. GOU LDS PUMPS
Submersible
r~ Effluent Pump
WE Series
PROSURANCE AVAILABLE FOR RESIDENTIAL
APPLICATIONS.
APPLICATIONS ■ Shaft: Corrosion-resistant, Single phase (60 Hz): can be operated continuously
stainless steel. Threaded • Capacitor start motors for without damage when fully
Specifically designed for the design. locknut on all models maximum starting torque. submerged.
following uses:
Homes to guard against component • Built-in overload with ■ Bearings: Upper and
•
Farms damage on accidental reverse automatic reset. lower heavy duty ball bearing
•
Trailer courts rotation. • S1TOW or STOW severe duty construction.
•
• Motels ■ Fasteners: 300 series oil and water resistant power ■ Power Cable: Severe duty
stainless steel. cords.
Schools rated, oil and water resistant.
• Hospitals ■ Capable of running dry • 'A and HP models have Epoxy seal on motor end
• Industry without damage to NEMA three prong provides secondary moisture
• Effluent systems components. grounding plugs. barrier in case of outer jacket
• HP and larger units have damage and to prevent oil
■ Designed for continuous bare lead cord ends. wicking. Standard cord is 20'.
SPECIFICATIONS operation when fully
Three phase (60 Hz): Optional lengths are available.
submerged, Pump • Class 10 overload protection
• Solids handling capabilities: MOTORS must be provided in ■ 0-ring: Assures positive !4" maximum. separately ordered starter sealing against contaminants
■ Fully submerged in high- unit. and oil leakage.
• Discharge size: 2" NPT. grade turbine oil for lubrication
• Capacities: up to 140 GPM. STOW power cords all have AGENCY LISTINGS
• Total heads: u to 128 feet and efficient heat transfer. bare lead cord ends.
P Tested to UL 778 and
TDH. ■ Class B insulation on ■ Designed for Continuous cSA22.2108Standanis
• Temperature: HP models. Operation: Pump ratings are By Canadian Standards
104'F (40''C) continuous ■ Class F insulation on 2 HP within the motor manufacturer's c WS AssodAon
models. rile #W8549
140"F (60°C) intermittent. recommended working limits, Goulds Pumps is ISO 9001 Registered.
• See order numbers on
reverse side for specific HP, r.IFTFRC FEET
voltage, phase and RPM's 40 130 y
E1 H - -t SERIES: WE
available. 120 SIZE: V,' SOLIDS
35 RPM 3500 & I
- +
110 1750 I
f
FEATURES 100 , wp2~r1 1- sc,Ewn -
30 - l -
Impeller: Cast iron, semi
■ yo, + t r
7-
open, sFr T
o
non-do pump-out - i - +
9 with 2s
so - t -
vanes for mechanical seal - - -T
protection. Balanced for z 20 u r+_r
smooth operation. Silicon 60
bronze impeller available as J -
50,
an option. 15 40' > o r -1
■ Casing: Cast iron volute type 10 yYL
clo
for maximum efficiency. 30 -
2"NPT discharge. 5 20 - - -
■ Mechanical Seal: SILICON 10
_
w - -
CARBIDE VS. SILICON 0 0 1
CARBIDE sealing faces. 0 10 20 30 10 So o 70 80 90 100 110 120 130 140 150 160 GPM
Stainless steel metal parts, 0 5 10 15 20 25 30 35 m3/hr
BUNA-N dastomers. CAPACTY
Goulds Pumps
s' 2003 Goulds Pumps _
Ettecti•.eJulf 2003 www.goulds.com r- ,rtJ ITT Industries
B3i3E5
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10
POWTS OWNER'S MANUAL & MANAGEMENT PLAN rage 1 of -2
• (0.E fNF{lFi1VIAT10N
SYSTEM SPECIFICATIONS
[Owner
DERRTCK C01\STRUCTION Septic Tank Capaci
Permit x - ty 1250 - gal ❑ N.
Septic Tank Manufacturor U Ni
DESIGN PARAMETERS I ffluent filter Manufacturer ❑ No 01,11 "LOK Numher of Bedrooms _ 11 NA Effluent Filter Model 0 N'
Number of Public Facility Units IP NA Pump Tank Capacity 800 gal ❑ N c
Estimated flaw (average) 450 gal/day Purnp Tank Manufacturer WIESER ❑ N ~
Design flow (peak), (Estimated x 1.5) -
. 600 gal/day Pump Manufacturer GOULD El N
N .o
Soil Application (late .4 al/day/ftt Pump Model .4
Standard Influent/Effluent Quality Monthly average' Pretreatment Unit Q Wk
Fats, Oil & Grease (FOG) 530 mg/L O Sand/Gravel Filter ❑ Peat liter
Biochemical Oxygen Demand (BOOS) 5220 mg/L ❑ NA ❑ Mechanical Aeration 11 Wetland
Total Suspended Solids (TSSI 5150 mg/L ❑ Disinfootion U Other:
Pretreated Effluent Quality Monthly average Dispersal Cefl(s) M NA
Biochemical Oxygen Demand (SODS) s30 mg/L ❑ In-Ground (gravityl ❑ In-Ground !pressurized)
Total Suspended Solids (TSS) X30 mg/L ❑ NA ❑ At-Grade ❑ Mound
Fecal Goliform (geornetric mean? 510' ofu/100ml Q Drip-Line Q Other;
Maximum Effluent Particle Size ye in dia. ❑ NA Other: ❑ N A
Other: _
O NA Other. ❑ N,1
"Values typical for domestic wab'towater and septic tank effluent, Other: ❑ NA
MAINTF.NANCF SCHEDULE
Service Event Service Frequency
rinspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ Nfk
out contents of tank(s) 3 YEARS When combined sludge and scum equals one-third (Yof tank volume ❑ NA
t dispersal cell(s) At least once every: ❑ month(s) 3 ® year(s) IMaximurn 3 years) 0 N/
Clean effluent filter At least once every: ❑ month(s)
1 f ear(s) ❑ N<<
Inspect pump, pump controls & alarm At least once every: 3 ❑ month(s) ❑ N~
year(s)
Flush laterals and pressure test At least once every; ❑ month(s) (3 Nt
Other,* ❑ year(s)
At least once every: [3 month(s) C3 NF
O year(s)
other:
❑ Nf,
MAINTENANCE. INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the 1`0110wing licenses or certifications:
Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank
inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, Identify any cracks or leaks,
measure the volume of combined sludge and scum and to check for any back up or pending of effluent on the ground surfac 3.
The dispersal cell(s) shall be visually inspected to cheek the effluent levels in the observation pipes and to check for any ponding
of effluent on the ground surface. The pending of effluent on the ground surface may indicate a failing condition and requires the
immediate notification of the local regulatory authority-
When the combined accumulation of sludge and scum in any tank equals one-third (y3) or more of the tank volume, the entire
contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 11:1,
Wisconsin Administrative Code.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment
units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintalner.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
START UP AND OPERATION Page of
For new construction, prior to use of the PUWTS check treatment tanks for the
that may impede the treatment process and/or damago the dispersal cell(s). If high concentrations are detected have theocornite
r
of the tank(s) removed by a septage servicing operator prior to usu.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will
discharged to the dispersal oell(si in one large dose, overloading the cell(s) and inay result in the backup or surface discharge
effluent- To avoid this situation have the contents of ttte pump tank removed by a Septago Servicing operator prior to restori
power to the effluent pump or contact a Plumbet or POWTS Maintainer to assist in manually operating the pump controls
restore normal levels within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the or
within 15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of t.
POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; f.
foundation drain (sump pump) ,mater; fruit. and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; v
painting products; pesticides; sanitary napkins; tampons; and water softener brine,
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be tak,Lan to insure that the .y:;tcrr
properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative cr.d
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings smalF3t±.
• Tho contents of all tanks and pits shall be removed and properly disposed of by a Soptago Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled will
soil, gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or, must be taken, to provide a code compliarr
replacement system:
fA A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorptictr
system. the replacement area should be protected from disturbance and compaction and should not be infringed upon b)
required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area %it
result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems muss
comply with tho rules in effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS
technology a holding tank may be instatled as a last resort to replace the failed POWTS.
The s 4 -arid--site
alua '
be ' o ~ p> jatlk
e at ~fZi7{-ji'$ /7~ ~r~ A/>~ ~NS~77~(1~-~l J
❑ Mound and at•grade sail absorption systems may be reconstructed in pltace following removal of the biomat at the
infiltrative surface. Reconstructions of such Systems must comply with the rules in effect et that time.
< <WARNING> >
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NCT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTAU.ER POWTS MAINTAINER
Name 'SIDE F'I,IIMIi1EG & HEATING INC E I Name I'AUI, KUEIILER
Phone -?46-2660 Phone 715-246-2660
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name L.A10EL' S SEPTIC SERVICE Name :5t' t✓r,_0 f~Vdi 2DAII/1
Phone 715-425-1025 Phone
strative Code. document was drafted in compliance with chapter Comm 83.22(21(b)(t)(d)&(f) and 83.54(11. (2) & (3), Wisconsin Admini
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
FIND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
Mai li ug Address
Property Address" ~ > 7.- .?7.,~ ~ ~ y ~
(Verification required from 1'laruning 7Zor. ng Department for lncw constn~ i )
CityiState - j -~rL[c>c ~ (Parcel Identification Number Z-
LEGAL DESCRIPTION
Property Location yq V4 , Sec. _ t`i-- , 7' N R
W, Town of ~t c wa r~
Subdivis;oti
Lot #
Certified Survey Map # , Volume ~ Page
Warrauty Deed # Volume . Naga 4,
Spec house yc;. no ~
Lot lines ideatirmbleT vc; DO
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its prennatttrc failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three years or sooner, ifnecded, by a licensed pumper. Wliat you put intn
the system can affect the function of thu septic tank as a treatment stage in the.vaste disposal system. Owner maintenance
responsibilities are specified in §Comm. 53.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The propel ty owner agrees to submit to St. Croix County Planning & Zoning Department a certification foam, srgned by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system is in proper- op-;rating condition ancUor (2) after inspection Nnd pumping (if necessary), the septic '.anlt is
less than 113 full of sludgr..
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources. State of Wisconsin.
Certification stating that your septic system has been maintained must be cumpleted and returned to the St. Croix County Planning
Zoning Department within 30 days of the. three y • ' expiration date.
1lwe certify that all statements 0111 this omi are tme to the bust of mWour knowledge. Pwe amiare the owner(s) of the
property described above, by virtue f a warra ty deed recorded in Register of Deeds Office.
14
Num of bedr
SI iNATURE F APPLICANT(S) DATE
*'"Ally information that is misrepiescntcd may result in the sanitary permit being revoked by the Planting & ;Coning DeparL-nent.
Include with this application a recorded vtarr.-mty deed from the Register of Deeds Office and a copy of the certified survey trap if
reference is made in the `+.•arranty deed.
(RL V. 08!45)
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-----M„Z1L.00N-----
drvn
SnN` 14311d1dNn
I •
LNiscons,nHepanRel of Industry
SOIL AND SITE EVALUATION T_ Page 1 of 3_
atxx a xi Human Relations
Dfvisinn c 1
f._afety u Buildings in accord with ILHR 83.05, WI . A fh
.E NTY
Attacn complete site plan on pacer net less tlan 8 1!2 x 11 inches in size. PI n^~t9Gst i Croix i iZkN~
~
not limited to vertical and horizontal reference point (BM), direction and % o scZi oAGCr_f D # 02
dimensioned, north arrow, and location and distance to nearest road.
;EVIEWEI3YDATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION-
PROPERTY OVINER PiIOPE,RTY LOCA"10N
Derrick Const., Inc. GOVT LET NF V4 5W t,:q-Sr T
30 18
N,R on W 12 OROPERTV OWNER'S MAI_ NG ADDRESS _OT # ~CLOCK~ SUBC. NAME OR CSM # ll wkrt 6;a,
1505 Fly. #65 15 'na e
C:T", S-ATE Z P COCE PI-C%E NL VBER ]C Tv ❑V LLAGE 5F CWN NE.A i-ST R AD
New Richmond, WI. 54017 1715 246-2320 Richmond 140th St.
[xJ New Construction Use X J Residential r Number of bedrooms 4 [ J Addition to existing building
[ J Replacement [ J Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .4 bed, gpd,'ft2 .5 trench, gpWlt2
Absorption area required 500 bed, ft2 500 trench, ft2 Maximum design loading rate .4 bed, gpd~f12 .5 trench, gpd ft2
Recommended infiltration surface elevation(s1 102.80 1 `as referred to site plan benchmark)
Additional design; site considerations system el. based o n contour 1 i nc- of p1 _ 101 RO
Parent material glacial dirft Flx~d pia in e evaticn, it applicacle na ft
S = Suitable for system CONVEA'TIC1`JA_ MOUND 7 LN GRCJND PRESSURE AT-GE.AD= SYSTEM IN F _L aCLDING TANK
J = Unsu table for system ❑ S 5X L k] S ❑ U ❑ S ®U ® S ❑ U ❑ S Gcl U ❑ S RU
SOIL DESCRIPTION REPORT C6~k_ ~ti .yo (tZtTr70
Depth Dominart Color Mottles Structure GPD/ft
Boring #i Horizon Texture Consistence ~BouQry Roots
in. Mursell Cu. Sz. Cont. Color Gr. Sz. Sh. Bed TrIi
1 0-10 10yr 2/2 j none 2msbk mfr cs if .5 .
2 10-231 10 r 4/4 nonsicl 2msbk mfr if .4 .5
i
Ground 3 23-35 5 r 4/4 none scl 2msbk mfr 9W if .4 .5
elev.
102.4 ft. 4 135-86 7.5 r 4/6 none vfs M na na na .4 ! .5
Depth to
limiting -
factor
+86" - - -
y
Remarks:
Boring #
1 0-11 10 r 3/3 none 1
2
2 11-23 1 0yr 4/4 none siL--2msbk
mfr if -5 .6 S
S
Ground 23- yr1/4 - none 1 2csbk -_mfr`_ 9W DR
.5 .6
1021.4 ft. 4 46-70 5 r 4/4 - c2p7.5 scl m na na na - no .2
inlet
Depth to -
limiting
factor - -
46"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. A ;e New Richn and WI 54017
Ci^nntur _ 1):'t 6-13-2000 CST 'limber- m02-20S
PROPERTYOWNER Derrick Const. Inc. SOIL DESCRIPTION REPORT Page 2, of 3
PARCEL I.D. #
Depth Dominant Color Mottles Texture Structure Consistence Ba rt' Roots G P D/
Boring # Horizon in Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trer
3 1 0-8 10 r 3/3 none 1 2msbk mfr cs if .5 .6
2 8-15 10yr 4/4 none _81 '2msbk mfr w ---if - .5 ...6
3 15-41 7.5 r 4/4 _ none sl m na na na -.3 .4
Ground - - - 3
elevT? _
ft./~, 4 41-65 Syr 4/4 c2p7.5 r_5 8 scl m na na na np* .2
Depth-tci
Tmiling
fagm, -
Remarks: -
Boring #
Ground
elev.
ft.
Depth to -
limiting
factor
Remarks: -
Boring #
Ground
elev.
ft. + -
Depth to - -
limiting
factor
Remarks.-
3onng #
Ground
elev.
ft. -
Depth to
limiting
factor - -
Remarks:
SRC-8330(R.05l92)
Depth Dominant Color ` Mottoes Structure GpD1f -
• Baring ~ Horizon Texture Ccxesis0enae 8ortxW Roots -
in. I Munsell Qu. Sz.Cont Codor Gr. Sx. Sh. ! `Bed
1 0-8 10 r 31.3
3 rt-y Wane Z 2tnsbk mfr ca if .5 .6
__2-- - 8-
i . 6
--done 1 2ma - - nfr ^SL __lf _ _ -5
Ground 3 -4 7 5Yr 4[g zx~me m na na na .3 .4
i
tt.
4-- 41-65 a r 4/4 2p7.5yr 5/8-._ SCI m na na na .2
Depth to - - - -
smiting
factor 1
Remarks:
Boring # -
t
Ground
e!ev,
Depth b i - - - '
Wiling
Remarks:
Boring # - _
f
Ground
elev. i ; _ f - - -
Depthb
fruiting -
factor
Remarks: _
Boring # ~ - - _
13
Ground
"to - i
limiting
Remarks:
STEEL'S SOIL SERVICE
Guru L. Steel Derrick Construction, Inc. 1554 200th Ave.
CSTM2298 NE4sw4 s12-T30N-R18w New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #15-Brushy Mound Lake
This soil evaluation was conducted to satisfy a zoning requirement, it may or may
not be suitable for your use. The location of the test may or may not be as shown
as permanent lot lines were not established at the time the test was conducted.
N
111=401
BM.= top of 1" pvc pipe el. 100.00, `
Alt. BM.= top of 1" pvc pipe el. 102.80'
9
P,
/ C1
XXI
r ~
Cary L. Steel =
6-13-2000
• 1021.$ r + k
100-5.0
1022.7 I 1
100 \2
00
B-,3 x
T ,15 B-1 \ t, \~~0
o~ r r r 196
131466;SQ.F'T. -
3.0~ 'ACRE f • ✓
1002
~V X
1017.2
v8 2
1'1 , . ' j
t rr f 1005.5
1} 1 1, 1r I,. I [
.)1 1 j1
I~I lllr, ` ~ X
' A=21 LOT 14
143235 SOxF h006,7 - 013.6
S x
3,29 AC
O'E
1Q05.8; 5
L
3- ZO~ 1 14.9
1
10,
, _-2-0% SLOPE$ 2.
1 6.3 X
- 75' BLDG. SeTE
U np I _c
Pat
AUTHORITY: Z o n
RICHMOND - -
COUNT',/ PLANNING, ZONING & PARKS COMMITTEE
=W RICHMOND
THIS SUBDIVISION WI
MINIMUM LOT SIZE:
AG-RESIDENTIAL TOTAL LENGTH OF F
AG-RESIDENTIAL ALL LOTS HAVE A
JSE: AG-RESIDENTIAL
Tl1TA1 /1DCA Tn RF
Sarah Droher
From: Sarah Droher
Sent: Monday, October 12, 2015 11:50 AM
To: paul@countrysideph.com'
Subject: lot 15 waters edge PID 026-1126-15-000
Attachments: 20151012113002949.pdf
This preliminary may help locate the borings. It was attached to the soil evaluation. Try coming in from the road about
140' from the road ROW and to find Boring 1 or 2. The benchmark will need to be reestablished if the ones on the test
cannot be located. Thanks!
-----Original Message-----
From: Administrator
Sent: Monday, October 12, 2015 10:30 AM
To: Sarah Droher
Subject: Message from "RNP15651 F"
This E-mail was sent from "RNP15651F" (N1P 6001!11)3501.
Scan Date: 10.12.2015 1130:02 (0400)
Queries to: administrator
i