HomeMy WebLinkAboutSAND LAKE #2 BLK 7 LT 20A
Municipality of Anchorage Page / of
r)EPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAl.. SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposa~ System and/or Well Inspection Report
Permit Number: SL~/ 97¢~?7 PIDNumber:_ 0 II/ ;3'
Name: /~°O ~'~ h ~ ~XSO,') Wastewater System: ~' New [] Upgrade
Address:
8 9.~ 3 ~7'e~'¢ l '-j-er'ra¢~ .,~r/~ c4o~,~,?e 9~J~; ABSORPTION FIELD
INo. of Bodrooms:
Phone: ~ ~ -- ~'~ ~ ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound B Other
LEGAL DESCRIPTION s°i'"~'"~o: Total Depth from original grade:
Lot: SIock: Subdiv~ion: Depth to pipe bottom from original g~ade: Gravel depth beneath pipe
Township: Range: Section: Fill added above original~ grade: Grave] length:
Ft. ~ Ft.
Number of lines: lB]stance between
Grsvel
width:
WEIL~.. _.._. ~ New ~ Upgrade~¢' ~ Ft. II -- Ft.
Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe materiah ~-~/~
Driller: Date Drifted: dabcWater Leveh installer: Date installed: ~
/
9
7
I Pump Set at: Casing He[gM Above Ground:
Yield: Z¢ GPM -- . Z~,. 3' Ft. TANK
SEPARATION DISTANCES ~Septic U Holding ~ S.T.E.P.
To Septic Absorption Lift Holding 3ub~ic/Pdvat~ Manufacturer: Capacityin gallons:
From Tank Field Station Tank Sewer Lines ~ O~ ~ l
Material: Number of Compa~ments:
Water >/~, > ~, -- . LIFT STA'rlON ~.~.
Lot Size in gallons:~ Manufacturer:
Line ~ ~ ~ ~ -
Drain
Remarks: BENCH MARK
Location and Description:
Assumed Elevation:
ENGINEER'S SEAL
Inspections performed by: Ftah~ 7>cb ~c~ Dates:lst. 2/&°l~7 ,~,~o..,~--, .~
Bepartmont of Hoa¢h and 8~man Oe~iees approval ' ~ ' ' ' '
Reviewed and approved by: Date:/2 -5 - ~: ~/~ ' ' '": ~
(Rev, 9/91) MOA 25
PERMIT NO: SW970297
PID NO: 01113250
SWING TIES:
FROM: COR. "A" COR. "B"
TO:
S.T.C.C. "C" 3'1.5' 46.5'
S,T. C.O. "D" 39' 51.5'
DBL. C.C. "E" 41' 53'
TR. C.C, "F" 48.5' 69.5'
TR, M.T. "G" 47' 52.5'
TR. C.C. "H" 59' 43'
BOTTOM EXCAVATION ELEV.
BOT. T.H. #1 M.T.
ELEV. 85.9'
DRY (9/19/97)
" PAGE 2 OF 2
,~~ LOT 21A
:' ~ ~oo, WELL \
i ~-,SITE ,FOR REPLACEMENT
,% /', ¢0' LONG SOIL
,,,,'"'"~ ~BS. 'FRENCH
WELD~ I~ .)_
LOT 20A
"F" SEPTIC TANK
PLAN VIEW
SCALE: 1" = 30'
INV. 1250 GALl_ON
97.0' SEPTIC TANK
,INV.
97.2'
PROFILE VIEW
~,,~""~'~, NOT TO SCALE
~
~...=
'~ .... ~"" ~ L, 20A, BLK, 7, SAND LAKE ~2
~. %. CE- 3589 ..' ,~*~ ...... S-BUILT INSP. REPORT
~e~w~ '~w '~"" ....ee' .e'O~,~,~ FI,A~OI' TECI ~ICAL SER~CI~S SCALE: AS NOTED
~o fe sSI0 ~ 14530 ECHO STREET DRAWN BY TFM
~~ ANCHO~GE, AI,ASKA99516 ~ OCTOBER, 1997
From : RL_PINE DRILL 907 345 ~,202
LOCATION OF WELL
IOROUOH
LOCATION/SKI:'TCH:
0ct.20.1997 06:15 RH P04
STATI:- OF ALASKA
DEPARTMENT 0F NATURAL RESOURCES
DIVISION OF MINING & WATER MGMT
WATER WELL RECORD
ON
OS
WELL OWNER~
DEPTHS MEASURED FROM:'~easlng top [~Jgroung surface'
BOREHOLE DATA: Depth
Material Type end Color Frorn To
Depth of hole: ~'~ ¢,,~.,
Depth of casing: ~ ~'/.~
DATE OF COMPLETION
It
'It _?.__~, (~'/
DEPTH TO STATIC WATER LEVEL:
/,~-- '~;:~_ft below,~t0p of casing [~] ground surface
METHOD OF DRILLING:/;~air rotary ~) cable tool
~ other
USEOF WELL:~domostlc r~ irri0ation [] monitor
[] public supply [~ other
CASING STICK-UP:
Casing type
WELL INTAKE OPENING TYPE: j~ open end {~] screened
I~ perforated [] open I~ole
Depths of openings: _ to __ ft
SCREEN TYPE: Diem: in,
Slot/Mesh Size: Length:.
GRAVEL PACK TYPE:
Volume used: Depth to top:
GROUT TYPE;
Depth: from ft to
ft
D EVE LO PM EN T~I~./J, ET H.OJ):
Duration: ._ .. ~...~.~
Municipality ~'~ f, after,, ~ __ hfs pump ng_~ __gpm
INTAKE DEPTH: ft Horsopowor: _~_
WELL DISINFECTED UPON COMPLETION7 YES ~ NO
CONTRACTOR INFORMATION:
mg~[ure ot Auth0nzecl Rospreson~twe ~ate 3601 C St, Suite 800
ANCHORAGE AK 99503-5935
Phono [907)762-2~38, Fax {907}562.1384
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH i~D HUM~LN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW970297
DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES
OWNER NAME:CHAMBERS REGGIE I & ICAREN S
OWNER ADDRESS:8248 ENDICOTT ST
ANCHORAGE, AK 99502
DATE ISSUED: 9/08/97
EXPIRATION DATE: 9/08/98
PARCEL ID:01113250
LEGAL DESCRIPTION:
SAND LAKE #2 BLK
7 LT 20A
LOT SIZE: 10157 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL' SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SANE DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED BY: ~'~'~_ ~ DATE:
ISSUED BY: ~-~~ DATE:
9/6/ 7
OP rIECHNI, .SER IC
CIVIL & ENVIRONMENT/tL ENGINEERING · ENERGY CONSERVAllON & ANALYSIS
TItEODORE F. MOORE, P.E. 14530 ECHO ST.
PH: (907) 345-1355 ANCHORAGE, ALASKA 99516
August 18, 1997
M.O.A. DHI-tS
P.O. Box 19-6650
Pmchorage, AK 99519
Dear Sirs:
The purpose of this letter is to provide the required design narrative in support of our application for
a permit to construct wastewater disposal facilities on Lot 20A, Block 7, Sand Lake S/D #2, located at
8236 Endicott Street. Soils logs, perc test results, a site plan, design drawings and specifications are
enclosed for your review.
The proposed system will be constructed in the vicinity of test hole #1. As can be seen from the soil
log, the native material between 3 feet and 16.5 feet is a coarse clean sand with a measured pert rate of
less than 1 minute per inch. Despite the rapid perc rate, there should be no need to install additional sand
filter material, because the native material is sand already. Using the soil application rate of 1.2 gpd/sq.
ft. specified in the wastewater ordinance, this proposed 3 bedroom residence requires a total absorption
area of(3 x 150)/1.2 = 375 square feet. The proposed 38 foot long trench design with 5 feet of sewer
gravel beneath the horizontal distribution pipe has a total absorption area of 380 square feet. The site
plan illustrates a suitable site where a similarly configured replacement trench could be constructed in the
future, as needed.
The topography of the lot slopes gently towards the north and east at 2 - 3%.
The property owner, Mr. Leo Johansson, proposes to do the construction work himself using his own
backhoe. Having watched Mr. Johansson excavate the test hole I can attest to the fact that he is capable
of constructing the system by himself, subject to the required engineering inspections.
The proposed project will have no significant impact on present or future water supply and
wastewater disposal systems serving adjacent properties, nor will it have any significant impact on
reserved space-surface and subsurface, or on drainage.
Please give me a call at 345-.1355 if you have any questions on this submittal.
AUG 1 9
Sincerely,
Ted Moore, P.E.
R 100'
(I)
TO 100' LOT 3
LOT 4
(VACANT)'
SITE FOR'SIMILAR REPL TRENCH
LOT 5 (VACANT)
,'SEPTIC 9' ,'LOT 21A
,,SYSTEM,/
,'
o , , WEL[.~
00,
LOT 20A WELL
T,H.
#1
38' LONG SOIL ABS. TRENCH
W. 5.0' SEWER GVL. BELOW PIPE
LOT 6 o
SEPTIC
AREA
GAL. SEPTIC 'rANK
SYSTEM
I LOT 19
WELL;
LOT 18
b-
O
O
~ LOT 5A
<BLOCK 2
SUNDI
LAKE 8/D
NO SEPTIC
WITHIN 100'
,' ~
NO SEPTIC
WITHIN 100'
LOT 4
L20A, BLK.7 SAND LAKE #2
WELL AND SEPTIC SYST,
SI'f'E PLAN
FLATTOP TECHNICAL SERVICES 1 INCH = 50FE:-ET
14530 ECItO STREET DRAWN BY TFM
ANCHORAGE, ALASY. LA 99516 AUGUST, 1997
NOTE: THIS IS NOT A SURVEYED PLA'I-.
ALL LOCATIONS SHOWN ARE APPROXIMATE.
"A"i--m"38F ,-~ M.T. ,
c.o.--~..X~__..___ ~ ~ .?,/ ,b
............. ~ ............ :_: ..... ,-k~'-- C.C.
4" DIA D-3034 .... ~ I ~ ~
NON-PERF PIPE/ ,,A,,I,.~ ~% ~ 4" DIA. ASTM F-810 PERF PIPE
INSTALL ~C ~ %
DOUBLE ] ¢ ] ~ 38' LONG SOIL ABSORPTION TRENCH
CLEANOUT ~/ ~- ~I~'~N~%7~E~R¢~I%'~ELOw
~oOO~A,.oN~l C ~1
SEPTIC TANK
WASTE LINE _~
FROM HOUSE PLAN VIEW
SCALE: 1" = 10' - 0"
--CLEANOUT
MONITOR TUBE
MOUND BACKFILL 12"
ORIGINAL GROUND
FILTER FABRIC
F-810 PERF. PIPE
1/2" - 2 1/2" SEWER GVL.
EXCAVATION
SECTION "A - A"
SCALE: 1" :: 5' - 0"
LOT 20A, BLK, 7, SAND LAKE #2 S/D
SEPTIC SYSTEM iNSTALLATION
PLAN AND CROSS-SECTION
FLATTOI TECIINICAL SERVICES
14530 ECHO STREET
ANCllORAGE, AK, 99516
SCALE: AS SHOWN
DRAWN BY: TFM
AUGUST, 1997
Flattop TechnicalServices
14530 Echo Street, Anchorage, AK 99516
Phone(907) 345-1355
Lot 20A, Block 7, Sand Lake S/D #2
8236 Endicott Street
Wastewater disposal system installation
Specifications
1.0 General:
1.1 The scope of the project consists of installing a 1000 gallon septic tank followed by a 38 foot
long soil absorption trench with a total of 5.5 feet of sewer gravel.
1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor
deviations from these drawings may be allowed or required by the engineer conducting the inspections.
All construction procedures and material specifications shall conform with Municipal and State
requirements. All separation distances shall be in conformance with Municipal requirements, unless
specifically waived.
1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around
any buried utilities.
1.4 The contractor shall provide adequate cover material and rough grading over all system
components to ensure that proper drainage is achieved after settlement and that there are no residual
depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas.
1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after
the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the
construction.
2.0 Septic Tank:
2.1 The new 1000 gallon, 2 compartment septic tank shall be Municipally approved and shall be set
level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4"
cleanout. If the tank is buried less than 4 feet, it shall he insulated with 2 inches of approved burial type,
rigid insulation.
2.2 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The
waste line from the residence to the septic tank shall have a minimum slope of 1/4'" per foot; and the
waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot.
A cleanout shall be installed within 5 feet of the building foundation, and a double cleanout shall be
installed within 5 feet downstream of the septic tank.
3.0 Soil absorption system:
3.1 The soil absorption system shall be constructed by excavating a 38 foot long trench to a total
depth of 10.5 feet below original fround level in the vicinity of test hole # 1
3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked
to allow proper infiltration. Sand for leveling or se~wing as filter material shall comply with Municipal
specifications.
3.3 A total of 5.5 feet of approved sewer gravel shall be placed in the bottom of the excavation with
the perforated distribution pipes laid level such that the pipe inverts are no less than 5.0 feet above the
bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing
the #200 sieve.
3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on
the design drawings. The portion of the monitor tube extending through the sewer gravel shall be
perforated.
3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A minimum
of 2 feet of soil cover is to be placed over the filter fabric. If the soil cover thickness is less than 3 feet,
two inches of rigid, burial type insulation is to be placed over the entire top surface of the gravel, in
addition to the filter fabric~
3.6 The top surface of the cover material shall be raised a minimum of 12 inches higher than the
surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill
slopes shall be no steeper than 3:1.
3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have
the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and
seed to promote rapid revegetation of all areas disturbed by the construction.
4.0 Inspections:
4.1 A total of 4 engineering inspections will be required during the course of the project: (1) initial
stakeout with the contractor to establish the location of the system and to discuss the plans, specifications
and construction procedures, (2) after the native material has been excavated to expose the infiltrative
surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3)
after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic
tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and grading is
complete. The septic tank requires one inspection after it is set level and the piping connected, but prior
to backfill. This inspection may be incorporated with any of the above inspections.
4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in
advance to ensure the availability of the engineer.
ITESTHOLF#! J
LEGAL DESCRIPTION:
DATE PERFORMED: _
PERFORMED FOR:
DEPTH
(feet)
5
6
7-
8
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
Lot 2~0_A, BIock~7,~Sand Lake S/D #2
July 31, 1997
Leo Johansson
Pt.
SM Reddish sandy loam
Loose, fluffy
ML Whitish sandy silt
Dense, caked
SM Silty gravelly sand
Cohered
SP Clean, coarse, gravelly sand
Loose, dry
Less gravel and cobbles below 10'
Still very clean and coarse
SLOPE
SITE PI.AN
L
T.H.
- ' LOT 20A
SEPTIC
LOT 19
SYSTEM
Depth to Groundwater Date
_ No~roundwater 7/31/97
Monitor tube dry 8/13/97
Clock Net Time Percometer Net Drop
Date Reading Time (minutes) Reading (inches)
-,"/31 5 gallon presoak 3:54:40~ 22 1/2~
Dry 3:54:55 16 3/4
5 gallon re-soak 4:00:40 23
Dry 4:01:15 0~§ 16 3/4 6.25
COMMENTS:
PERCOLATION RATE <<1 (minutes/inch) PERC HOLE DIAMETER 12"
TEST RUN BETWEEN 8.0 FT AND 6.5 FT
Size absorption trench on basis of 1.2 gini/sq, ft. Because native material [s sand, no additional filter material needed.
PERFORMED BY FLATrOPTFCHNICAL SERVICES. I .7_~_.~ //'/~ __
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
CERTIFY THAT THIS TEST WAS PERFORMED IN
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
843-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel I.D.. ~¢ OI / 1.7 2_ 5-O
1, GENERAL INFORMATION
Complete legal description
Location (site address or directions)
ProlS rt '-0w.ner.
M, ailing address D~-~ ~--¢~
Mailing address ~1~
Agent ~' ~' F~ ~ Day phone
Address
=
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS:
TYPE OF WA'rER SUPPLY:
Individual well
Community well
Public water
NOTI=: If community well system, provide written confirmation from State ADEC attest-
ing t~ }~le legality and status of system.
TYPE! OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1191) Front MOA~21
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm r/~//~.
Address 1~)5-~0
Engineer's signature
DHHS SIGNATURE
~ Approved for .'T',,/7//~E Ebedrooms
__ Disapproved.
Conditional approval for
Phone
.be,clrq@ms, with the following stipulations:
Additional Comments
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
Municipality of Anchorage
DF. PARTMEN. T OF HEALTH .& HUMA. N' SERVICES
i
Legal Description:
A. WELL DATA
Well type
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
Date of test
Static water leve!
Well production
WATER SAMPLE RESULTS:
Coliform G Lo I /t co ~ .Z
Date of sample: ~ / I / ~ :~
B, SEPTIC/HOLDING TANK DATA
Date installed ~{?-o/¢7
Foundation cleanout (Y/N)
Date of Pumpin~ _ ~/.,~, ~
C. ABSORPTION FIELD DATA
Date installed ~ / z ~' / ~ 7
If A, B. or C, attach ADEC letter. ADEC water sysmm number
Date completed ~ ,//.~- / ,~ 7
Cased to '8'-/¢ Casing height (above ground)
F' Wires proparly protected (Y/N)
FROM WELL LOG AT INSPECTION
2//5'/¢ 7
13-'7'
'Y .g.p.m. g.p.m.
Nitrate
Collected by:
Tank size / ?_~E,';~¢___ Number of Cornpartrnents P-- Cleanouts (WN).
~' Depression (Y/N) ~'/ High water alarm (Y/N) ~v.
Length UO' Width ~ ' +
Effective absorption area ¥,9~
Date of adequacy test ~./~,
Fluid depth in absorption field before test (in.);
Fluid depth (ins) MinLttes later:.
Peroxide treatment (past 12 months) (Y/N)
72-026 (Rev. 3/96)*
Soil rating (g.p.d./ff~ or ff=/bd~) _ h [~ System ~pe
Gravel thickness below pipe.. ~ o' Total depth /~,
Monitoring Tube present (Y/N) Y*' ~ Depression over field (Y/N) ,v
Flesults (Pass/Fail) _ P ~'~'/ For G
Immediately after gal. water added (in.):
.bedrooms
Ab.,~orption rate = ".> '7'~42 g.p.d.
If yes, give date.
D. LIFT STATION /~/' ~,
Date installed
Manhole/Access (WN)
High water alarm level at*
Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot I ~ ? '
Public sewer main /V.
Sewer/septic service line
Size in gallons
"Pump on" level at*
*Datum
Property line
Surface water ~ /~,'
Curtain drain iVo,~ ~ .~ ~ ~,~
F. ENGINEER'S CERTIFICATION
On adjacent lots
On adjacent lots
"Pump off" level at*
IOO'~
Public sewer manhole/cleanout
Lift station j,j./z)..
HAA Fee $ ~-~,~' ~'~-
Date of Payment
Receipt Number
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
Waiver Fee $
I certi that I have determined thru field inspections and review of Municipal records.~,,,1~a~,el~, cystems are
in conformance with MOA HAA guidelines in effect on this date. ~,~,
,~--/ .
Signature ~
Engineer's Name %~¢~ ~0¢¢ ~ ~oo~
Driveway, parking/vehicle storage area
Wells on adjacent lots / ~,o ' -h
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation '~ ~' ' Property line ~. ?' Absorption field 5' ~
Water main/service line '~ /~' Surface water/drainage ~' ~o ' Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
I 'Z. ' Building foundation 5') ~ Water main/service line