HomeMy WebLinkAboutWALTER G PIPPEL #2 BLK 11 LT 1Walae.� C. P�pp� SIo
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-. GREA._R ANCHORAGE AREA BOR,. IGH
1�• �i l IQf Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
_
-INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME/ n,Q MAILING ADDRESS II_D' � � �� PHONEIK&- 9T
LOCATION ' '61 LEGAL DESCRIPTION
SEPTIC TANK:
DISTANCE NUMBER �-3/n� r-- NUMBER OF
FROM WELL Ud MANUFACTURER arl'0�n` MATERIAL COMPARTMEENTS Oh�
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH __ LIOUIn rAPArITV/e0dcei r nmc
7i�.�.tlG
TILE BRAIN FIE!
TOTAL LENGTH
DISTANCE FROM WELL �A FOUNDATION /11"/ NEAREST LOT LINE - 0:-2-4
7 OF LINES
NUMBER OF LINES t DISTANCE BETWEEN LINES �� TRENCH WIDTH_ IN. TOTAL EFFECTIVE
ABSORPTION AREA &?-7L5- SQ. FT. LENGTH OF EACH LINES/
I DEPTH OF FILTER
DEPTH: TOP OF TILE TO FINISH GRADE 7/'_ MATERIAL BENEATH TILEIN. ABOVE TILE W.
WELL:
TYPE � CONSTRUCTION DEPTH DISTANCE FROM
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION , LOT LINE , SEWER LINE , TANK , SYSTEM
CESSPOOL , OTHER SOURCES ,
APPROVED DISAPPROVED REMARKS
DISTANCES:
INSTALLED BY:
SEWER LINE DEPTH:
y�
PIPE MATERIAL:
LOT SLOPE:
REMARKS: �J
Form EQ -032
DIAGRAM OF SYSTEM
DATtr �rwPROVED
- - 1.1e 1E -.i :- r-_ 1 r 1=►: _ 1 -rte' i-11= r-ir•-�1 _ r-erlr=•i=,1:-:r- I@'
r,r r 1. 1 1.11-1JT e N-Jrf1LTH FND FNV T F.•i INI•TFNTHI. I�1TFi :T T m 2
Y -i"
i• 1' _ NI9 F .,IDOR RD . HWHORROF, AK 5 0-1 /b'21 7e �
'
�-11•�l--^� 'r -1"r= � :iT= 1-Irt�1 r ^FRr�i
f •i I••i1 T ' on f F=04 ', 5
0 •fi•1 11 :1 tN"r T f IN. -J h1- I 111, I i i FalX ?74 F R. GP4-y4Q.
I
1 11-4-1111 IN r I' I ILb%
1 f fµu i i : n91 PTF-'pE1. SNF; Div LOT SI?F 40A00 90HARF FEET
1%lf ob qflfl.. 140MOI TInO cyITVM IS: TRFNr_H
Por.:.IHIu•i tJNI.1F:I I• f -If' RF f 'nnt4- _ -< SnTI PRTTNG (50 I'TIRR)— 1E-::
i m rr1 'Ia11 T l.-•r'D •-: T .'f' nF TIT;- •=in i 1 . AnSORPT I nN SYSTEM I S •
; s%= o.- 1 I -E= A CA 1 7410 t 1�`1-=i',r 1-L_ fbl=-f- TI F= r
1110 1 FNr,TII I,fl•ir11 :inN 1 THF I EiJi;TH (TN rFFT) OF THE TRFNCH OR DRnTNin r)
7lHf; orPT" OF f: TRFNr:II file• PIT IS THE D75TRNr:F RFTWFFN THF SUP:FAW OF THE
1ANOPQ ruin THE POTTnM OF THE EXrH'•JOTInN CIN FEET).
TIU-I:i- I : )!rt WT WTDTH FOP TP•FNQHFS
-Hi 6PRVFI DEPTH Tq -THF MTNTMIN DEPT" OF GRAVEL. RPTWPrW THE OUTFRI.1_ PIPE-
= THF POTION OF THr FXQAVATTnN (IN FFFT).
J. � t- - - L-1 1 1 Z 1-: E - 1-1 00-W-0- 1 1-T T F% U -J I =:.' 17� V .� = 1- = _t _ 17--c 4=w &7-1 1": he 1 _ .1 _- 1-1 P -J !F:
f 1•EC 1
Q. ':. f 1^J' -1-,I -1-"T T CA 14 9. ►=►f •F= 15, F= 1.11_11 Wr:,i_i
ro-va:i'r11 INSlJTTHr111T FTNnh TNgPFrTTnN AND APPF'iP5AL By THIS
I'rtT'roo rm-N r w I I 1 P�7 SI IF:.TPCT TO PPnsFf:UT ION
111 tV iV r•i l' l cQ f QrF NFTNPFr1 fl 1571 L. AND ANY AN --'=:T TF SFWRGF DISPOSAL. SYSTEM IS
lo" I'F-K T FAR fl PQT+'ri FF WFII OR 2AA FEET FOR N PUBLIC HELL..
NT if.rtl�. AW f:nNqTP11f:TTAW DTANPONT ARE Own ORLF TO INSURE PROPER
Ik:1it1 I f1TION
b-010711-1 I -r.. '•: �--il, T 1--. 1..-1_"11=' 1-11'J1 VF7-1 r' f= 17r 1-I Pay T f,7 1-
1 rr I., T- f FY I I -:I -I F
•I • I OH f-1-,rlrl TOG' WITH THE PFnIITPFMFNTS FOR ON-STTF SEWERS AND WWI q AS SFT
1-W111 RY THI- Hi sOlf:TPnI. TTY or ONCHr16:•OGE.
i kill i 1N<TfH 1 THF gYSTFH TN ArPORDAWE WITH THE CODK
L HNrn-L••.THNn THnT THP ON-qITF SFWFP SYSTFM MAY PFOUTPF ENKARr,FMFNT IF THE
6j`-ll&WrF 7S PFL•innrl Fn TO INnI ODF MnRF THnN : REDROnMq.
fu>ry Trr111 Tr-IrdY Hr- UICTfi
onstzuctlon gest 2
"One tun is worth a Aovwnd o£inioni
2204 Cleveland Anchorage, Alaska 99503
Performed For Tony DeLucia Date Performed 10/3/76
Lenal description: Lot 2 Block 11 Subdivision Pippel Subdivision
This Form Renorts Soils Lon yes Percolation Test_
Penth
Feet Soil Characteristics
2 —
4 — Sandy Gravel (GW/GP)
10 - Gravelly Sand (GW/GP)
12-
2—
I
14—
l4—
16 Bottom of Test Hole
18 —
20—
Was Ground Water Encountered? No
If Yes, At what Depth?
Readinq Date Gross Time Net Time Depth to H2O Net Drop'
r—
f—
Percolation Rate M nute
Prnrosed Instaa llation: Seenaae Pit Drain Field _
Deoth of Inlet Depth To Bottom Of Pit Or Trench
C()mVENTS: 100 square feet drainage area required per bedroom from -2 t:6 i
125 square feet drainage area required per bedroom from -6 to 16
o group water or bedrock encountere .
Test Performed By 1XIJ .� 7`Y:�: _ Data Certified By: -.Neal A. Hausam,P
CONSTRUCTION TEST LAS Date: 10/5/76 L
INN
6
Readinq Date Gross Time Net Time Depth to H2O Net Drop'
r—
f—
Percolation Rate M nute
Prnrosed Instaa llation: Seenaae Pit Drain Field _
Deoth of Inlet Depth To Bottom Of Pit Or Trench
C()mVENTS: 100 square feet drainage area required per bedroom from -2 t:6 i
125 square feet drainage area required per bedroom from -6 to 16
o group water or bedrock encountere .
Test Performed By 1XIJ .� 7`Y:�: _ Data Certified By: -.Neal A. Hausam,P
CONSTRUCTION TEST LAS Date: 10/5/76 L
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