HomeMy WebLinkAboutseptic info '- SEPTIC SYSTEM INFORMATION
STREET ADDRESS �� S T � �N���2�''L ��"�
� LOT� _BLOCK � SUBDIVISION �iN77N'G�N �,�1�,
MONTH AND YEAR TESTING DONE 1�-83
ITEMS ALREADY COMPLETED � S o!L �p�ju�S , (p Pe�C- �S�S
NEED TO COMPLETE BEFORE ISSUING BUILDING PERMTT: � ,
� 1
(�BORZN�s .
OPERC TESTS v
�
�SYSTEM DESIGN
� SITE PLAN O
O OTHER
QCOMMENTS__ _p�.I WI�L"� - T�N��S
,�-�,r�.�/a�,-� - Y�L��N�
DATE THIS SHEET FILED J Z--/� -,�� BY
SUBDIVISION FILE NO.
SIl� �V.^,LU':-.TIGi� R�rCRT
� �c
�C� �i�".Ir V:TjVm?,; „
I GT;; �,7,� � 9
�-i�-�'�
Lc � o h�s c:.r. c�i�t_n�; 'r�ca�e cn it �.r.4 w;.s test:= •• ,
Of' 'E;� �' ,� <' ,� 1- �' � .. CCat. �F
✓.�%
� _ _ � - ti v � ...
Z� � 7 wF�S ES t,Eu G_, t: r:i^r•or knob 17? tl7E b100u� I'?Q trie
b..�.�
�?'1_I:c1'�' `1�8� �1G�_ES 1-1.{. ri::_CI �:.I7 �:ver�;;'T� r ET'CCZ'citi0l2 T':�f {+
.� r y f�� l' C i
��.� ��.�:�u �es "�Y ;r,crl, k;hic}_ �::��le slc�� t•.oul: still b� �11VYV�
f � y��.
r' r i'�.:1 c.. ' Y
� .Zc : G� �_ S �� u SYc't62;;. �':O'v:E�rEI'� L ic ulterr:at,E t1.f.F� }7GiE�•
�-J� �iz:..i: =. S].0���' :aU�T'�:'�E 7't::tE O.f' �.0 .�illlU�ES �r ` :,
� ! ���r �c�: w_�ic�l
��,-c�.�id r�auire u �: , r:d svstG�,; i� it is Ever usea.
�Gi. ;� i:;iS t".6S'�.2Q �.c v. y , .
4 1�Uher' fl_��.t kr�ob r .` • .` -:"Gy �_r�.. t21e
��.rr; o:, r; �n� ��,P pri:nwry s��e, :lcles i-:�
r:�:� ::..� �,veruge percol�.ticr� r4te cf 65.G ir.inu�vs ;;er �r_ci_ �
w=�_�c'.� ti�u1d reqair•e a ir;ourid �ys�err. �he �ltern�te site, 'r.cles
5 �=r�d �, '',;;� �:r� sveraoe �ercolut�cn rUte of 120.G mi:�u�es pEr
inch �.nd a hio'r� w�ter t�ble t•::ic�: h�s sorr�ewri�:,t responsible for
t_�e slow percolGtion r�,tes . Ii' tnis site were ever used, dr�.ir�- �,
tile would be needed to Iower the water tGble. However, there '
is ��r,:ple roorr, ne�r the prirr,ary site for ancther mound area if
it is neEded.
Lct 9 was tested on �. flat area just east of the existing
drivehay. Holes 1-!�, the primary site had an �verage percolatian
rate of ?9.8 minutes per inch which would recauire a m,ound sys-
tem. The alternate site, holes 3-6, had �n average r�te of 71.8
minutes �,er inch which would �lso require a mound system.
There might be sorr�e �ther =�reas thGt could be use� for
drain�'iela sites on tYlese lots but further testin� would be
needEd to confirr: other sites .
� 3 Sincerely,
� � PERCOR, INC. .
�O Q
. � ' .�.
` Iiark S. Gronberg, P.E.
�� � -
Y �
�
�
�
�
.. ` . � ,' �}. .� ti �f, ��,;w �-� ^ t�'� .
, . .� I� '°.� .•� } �� r., , . �.. �,
� , .. . . � ,,f ,, ,� _ ��• w . ���� .
7 �� �f' ' ,�A��,, .O� � �' � . '�f ,j , .
� . �'`� �-` •;� . ��_ h_ `� ; �%' `� .J Ar j
. � , � e, �y_ � - . ��- � ;; ..,�:� .
, � ' ; 1 .: . . ! �1 � ' '��
: �. N �. �
� � ����' .. �VF _ _ � � . � �/ , • . ! y� _ �
t� r.� � �i�`�� �� � � ,�' � ' �V ��
� � ` �� �. �w , � •�� � , / t� ,.!�,4 . (�
�� � , .,�, .
.� .- `r � �. < �. �i . '�� ' �, 2�. Iy �1
.`'3M x ` ,� +�� jG.`_ _ " r, � ` , ,:r , �;,� , �
' Q � ,
�� •, , , .f k � �, a „�``,, ' .� ..�' �l;
� y - � r, i., ''� w j �� l'e� w ,�f , � `�`...� .
,,,,,,;1 _- ----�-- _ � ` ~
- t � �, � ,� � � `� �
„ 1 t, . ` ' � � � � ` ���
`-''' =r � �� . � � � � �.
-�" � r �`. �4 � ' � �, ,� � �' �':�. � ` �`.
/� ' Y
■ .� 'ti � . ';-� . .�• `' . `�' �1t•
-r'' . � � � � �'!1, i ` `� � . a:..i.
: '';, • "y ^ F ;':; � � �� .t � S .._ ..
� ,.i ' w r �-i._` ,�, J?�f •�jx� •--� v .-
4 ,��.t � . e"�i '� h�'�, �- __� - , _ � �`�,��
. t ;' '• x N a� �.,• ��F . • , �.-''
�, ' � � �y�� . � � � �` �-.�eV.� � ;�- �� .
a( �, '�.-�- -1 .�� • / � l`�---�__"�'..+r�"". ,. !
_ � �� . _��� .
� . � � �:���!► ��: ` � ' ' �;''.- ��
,1� � ' ; � '` '�' ����,T� ` pq t � . ^+� , i�!
`c�, „ � � �`',�.1 � � � �•. ' . � ' i `Z=
��1 ,� �J _ - ,._=--- �' ► : , � .�. -,V v
-�'' � � - '•� - - - ,�- �. , �o�
� .� � � � � . ��': ��
`�.�, � "� - � +Q. ���
p • ` •'��x � ; � r 3C.=:'�►r,���_� , l ,-'� — ���
��«, T�� r, /"f �� .� ' ` • � � .. Sev.
� t •''", � r � �; � ; . ` �� ' ; ` '\
� c �-�x, � i`�.;� � . � �. :: ��a r _"`•; ~ J : . `;, .
Q � N �� � � '�� �� . _. � � �..� ��
s.�r._ , ;�{�► � ��.�. �Y ' � `' : / ��
. •� � + � t --- --" _--. � i�.
�.,,""�" _. . ,.. . . , . J ..... _'._
.-1���} Is � , ��� �•r�•y- � t '�' _... . ��'!I^ 1d`��'�7�'rM��.�y. _ . .. L ..
.. - �
� ' .r,� � . t. _. �
\ � `� . �� � � , - ..
�
...`�+ � �y .,�'', �/ 'r i;: �`.` - . � ��-. ♦ ' „ .
� . t i
..��_1.� �� j f��' f f f ( • *1 . �.
� r t ` „f �� `� �` E'' ,�' �� �
; �
� �--�%:= .' � � �.i { �.,� . , .�/•. , ,•..
� /� t `� , . � 111�� ( � �:1 :�\\ '.\' �a,t /��: .Z5.
5) � �� �!.`\
, � �; /� .i ,S.a '' i t �. ��V . i ..���t
`� ✓ � • � �••` . � ��`'�5, 't�' .���� �-- - . � �i�� ,A ' .. �
. .. �• .I'� � � I �� � ♦ A� ... .. �
` '� % Yv ' �' �- � / � �� �� �.,r' �I� ,', i • ' .
� — .., � �' �j_ft �-���' `� �' � ��`r ta""'�,'k ,i � "^ � �
_�'� �'�_ � - -- � � � t--_� � � �� __ ,' Niti'' '� �.
? �� � ; '. ' {, dt� ��.. �` .:1�` s-t"C ` • J
Q 'r 4 �4 �- '�\ ••C•.''^ '� � ,�� .i' t;`'�
.+ : � � i ,/�' � _ _ �i l/ �' � � = �� ._ ��
,/�',�j'' , � � .� � -�� ~ . � , � .� ' ' �� \
: ��K . � . .. 4 . . ; y • �
�j!' �" v *� � �y�"'' < '�1 ,� �' '� � �.,�
,:^-�^,,�; -��� x � , �S �" ; . _ ,
� ` �_ " ''.
��-.+�` � _`.'.• `_- �..� ' ...F . . . .�� `� � �� � � .. . ` � � . . ,
�. ' �+v . � . .' � � A . '�..
.it.--.., i•. � 7' ",�w ' (� -� ` .�,�
� vM�� -, � ' -� �•, ' '~`.
y� fi. �'� � .. � � ,.. ` � ' ` �} f,f � �� '� f�„
. ..''i�� !'- "�'`�* '�`�.7,�,��y_ �1'.�� j w r�f , .. _ . ,��-' /
.:.i' ,`�.ii� �. C� •�. � 'g .�' h � .
.�..�!�_�� � . �� _. � . �a �.
.
.
�
. �.
_:.�_ �. � . /
. _ � ��
..r'. .. . ' � i'. .1 ' / . �
�
�
r
� ' /��.y . ��� ' � 5�, ;� f `f '� .� _*.' �,t` yti. � �
r t _ ♦ �r �� `������, ' � . � .��' � { .��... .' +, r .��` � '�' \j�`�. � f. .. f ..
.
i t � � _ � t .Y*` .� • � �� �-.r... �. � . . ' � , � �.1 ' .
.K'� ,y . . � . . , "f ♦� �.A, 6 .. . �' �r+$:/� ./ �
. . •. <�.,. � . :. �ti..i�� . ., ._.,a-s r.. - . _. ' _ ' . -� � ".......� ���� r t �":��.u�.Mw��.. .:+L. .'}�r.- � , .•.{
� ,�k �` 1� �,�'�``�, � � "� ��� �-�6S.B vRU/N
� !I�2 � 1 f,.
, . � ; rs
� ��, , � .
, , � ,::. � �
� , � `�,1 .,� �'�'� !� � �, ��
\ \ , � � �' I � 1, •
� � y ; 0 .
� � '/ ' ' • � :
1 ' �
� 1`�� � I.�o Tr�t' / . :
� � � �' �,, :
'', ` � p ,`� � `` t �
' � \
� �� ,` �
.
r'�� �i , \ �
� • �
1 � � , `�� �
1 ' ` ` �
� � �
• • �
� •~, � � � •Tr��
-95B.9 � "'' �) `
� 9G2.4 �
� � � -
i ��T�tG �
�� ` 96/.p �
, S
� � ; �
, , ,o
t ;� � � .
, ; f
, �
�� ��oTree
/� : % • q'h 3' ., ��T�/�, . . . __
I � Z' � ' - -
,
, �� o �
� � ,
� %�964 3 , - � ,
/ ,
% �I � ,�tTE,��
�
� c� / j � � i o- .9 3.'
,' �, ;!� ; o I ; �o
i / �+-96l.0 � ,' � . 3
� � � � � � 0�;� + -
� , J ,
� � �
' PR i,��Rr �2 °
, ' j
��` , , r p-
i' i � S�'-�� �
So���i / �e �1 ' ' ' i �-
e S SE/ofSP�, 3d,%' / . P
-� �� � �.i►�^� °
. �_ , ; � � :.
.., � � .
96G.7 rffj�iltrP Of�'¢o � `�
� /,T.//B,fl. 3
, � � -
� , /06. ;�
—�� � �--- \ �a
— <
�p . S :
� / 9 � � �--9ci s -' � p -
� .x� /�e f�e No�fh.��f f��y y .
.
_ .,_ .i . . .... .,,..
_} L o r 7
�
i "_ ioo '
; .
.
..;
- s- u
� tEkCOLA7I0t�1 TLSi DATA 6�lY
Te�t holc location_ �l// N/�� � "- �v� � Sole acmbet �_
Date teat hole va� prepared__//^/� — e�'j . Depth of balc bottom��� tnct�es.
Diameter of hole� �_ inche�.
Soil data•fzom te�t hole:
Deptb� inches Scil tezture
0-12 R1.t�K' � G�4 r>1
/� -� �1 DK B,Pocv,v [•�w r Ln.4��
2Y-3 6 �f'a r.�iv cc...�e ,v �D.t�h
Method of scrstchinq s:deuall �D� E S«I# / G/7E�c
Depth of pea-:ized gravel in bottoW of hole, �_ inches.
Dste a�d hcuz of initial water filli:,6 ��"' �� � �.3 �"' SI:Gd I,. �
Depth of initial »atez filling, ,�O inches above hole bottom.
Method used to a.aintain at least 12 inches of vater depth in hole for at 2east
4 houzs �'FF/�.t,/iv�.
Percolation test resdings ff.ade by /��/�K G�`�a/�F.P/� on
�`��Z — 8.3 etarting at • g:m: . Maximum water depth above hele bottom
(date)
duziag test, inches.
Time � Percolation
Time Interval, Mea6urement, Drop in vater zate, Remazks
Y.inutes inches level, inches minuLe6 per
inch
l � �
' �.S` 7 /
:
N �
:? �i � /
: .� •� 2 i �
•,Z f� /
�� 3 .3
.� ' .O
� �> D.O
Tercolation �at• • y0• 0 atnvt�� ►a: i�A. �
�
. �- 3S
' tEItCOLIl7I0'N SLST DATA g�?
Tc�t Aole locatioa �/�/1/TE�QS —Lv� 7 Bole n�sber �
Date te�t hole vs• prepired //— / � - �,3 . Deptb of holc bcttom.�� incl�es.
Diameter of ho2e, _� iaches.
Soil data .from teit bole:
Depth, inche� Soil tczture
C'� �lat��' Co.s n1
�- 2`f Il�P rGur,i �"�.r w �e.t
L�� '.3� iI�PJ��:A.� S�/JDY L�L�t Y
"iethod of 6cz8tchinq eidewall __�d� r S�/P�TC �JE`s�
Depth of pea-sized gravel in bottom of hole, __�_ inches.
Date snd hcuz af ir.itial w2ter filling //�/�-�3 9 /� /�"f.
Depth of initial vater filling, jQ inches above hole bottom.
Method used to maintain at least 12 inches of ratez depth in hole for at lesst
4 hours�fFlEC/�G
Percolation test readings made by __��/t�K ����.�y����� on
//-/Z-�3 . 8.m.
starting at . 8 .�. . 24aximum xater depth ebove hole bottom
(date)
duzing test, inches.
Time , Percolation
Time i Interval, Mea6uremer.t, Drop ia water rate, Remarks
Y.inutes inches level, inches minuLes per
i iach
p: �
D /r �''s Z / .
i� /� ?,
/� t� �� � r.
�I ? �'�i �
�. Z /�6 /
.� 23 '�6 fy t�
•,2 •� y � �6
. i/ ,S' (J .
.
t�scol�tion t�t� � _ y�. 0 aiAut�� ►�: tseA. �
�
� . s- u
'. TERCOLATIOlOI TLST DA2A E�E'i'
Zest hole location_ ��i/[��F/�� -"� v? "7 gole n�mbet�
--�.
Date te�t hole vas prepared //-/,? - �_j . Depth of bo2e bottom�,_,�� inchcs.
Diametcr cf hole� �_ inches.
Soil data .fzom test hole:
Depth, inche� Scil tezture
0—/2 /��f,:�'K l.r,.ant
/2-2 y a►�f' B�'.�.�,�- r*L�t r� La,��
Z�{-36 �!'�:�:.�-� .^',�<��.
Method cf 6czatchin¢ s:�ewall _ � O L E SC/P A`T�`j f�
Depth of pea-sized gravel in bottom of hole, _�_ inches.
Dste and hcuz of :r.itial s:atez fillir,g /�" /,Z-�'3 � A, !y�
Depth. of initial vater filling, �U inches a3ove hole bottom.
Meth�d used to �intain at leest 12 inches of water depth in hole for at least
4 hours �p�'!�iL C/�►.•'(%
?ercolatien test readings a.ade by �/RIPk r',�O�t•dF�G or,
/.// _ �3 starting at 1�: s a:m' . Maximum water depth above hole bottom
(date)
duriag test, iaches.
Time � I Percolation
?iae Intervsl, Mea6urement, � Brop in watez rate� Remarks
Y.inutes iaches level, inches minutes per
inch
' �7 I
' O / �;. �
: ��.. / ,- 3f
. ,, 2 a f
• 56 .� Io /� '
.� 2/ i
: S �' 2_I f j�- - �O
..
:S �� � 6'. o
l�rcolatior :at• • p�• d al��t�� *as i�eb. � a�
1
� s- ss
, lEACOLATIO�lQ TLST DA2A f�T
Te�t hole loutioa_ �///V��IP,S - L vT
� Bole acsaber
Date te�t bole vi• pzepared1/-/� �-�� � Depth of bole bottom._� �ches.
Diameter of hole, �_ inches.
Soil data .fzam test bole:
D�pth� iaches Soil tc:ture
O 'Y d iPl�t(`K L a�s ir,
/O'�� _ ��a ��_� C'Csf Y l0A�t1
Method of sc:stchinq e:dewall /JULE .SC/PI� T��E/Q
Depth of pea-sized gravel in bottas of hole, �_ inches.
Date �nd hcur of initial �:ater filling //�-/,?� �� /f,?/�, �'f,
Dep:h of initial vater filling, ,�?O inche6 above hole bottom.
Method used to �aintain at least 12 inches of vater depth ia hole for at least
4 hours /Q�Ft<<���d.=
rercolation test readings aade bv _ /!��{/Q,r G,pD.+t�Bc� � on
f/�/Z-�.j ' staztin at /�; �� .
8 .� .m. Maximum vater depth above hole bottom
(date)
during test, inches.
� . :'i.me I Percolation
Time � Interval, *lea6urement, Drop in vatez zate, Aemazks
Y.inutes inches level, i�chea miauLes per
inch
M.<, � V� , �
��
,3 O s.... �` `
. �. .. � � �
: �� ,20 f /r- , ' �
. ,, , � 2 �
: 9 .� Zy�.` / /a
�� 26' / �
:,� •� 2?� •
. ,i 8 i � �: ..,..-. -�-,---- -
t�rcclation r�t� • 30. � alnat�� : iseb. �
N �
' i- 3S
� TDICOUTIOZI TLST DASA f�T
Te�t holc Iocatioa �//LTt�� S - �!> 7 7 S�Ie n�mbet ,,
Date te�t hole va• preparcd��- /� - � 3 � �epth of bole bottom.�� inches.
Diameter of holt� _�_ inches.
Soil data •from tect hole:
Depth, iaches So1I testure
0 -8 �L�'(�K �e.t/K
�i''-Ly BR�ty,v r�.�Y t a�r►1
, 1��"-�� �9�',�t��v C�.�c Y
Meihod of scratchinq s.dewall _ /l��L1� SG �/� TC�jE/�
Depth of pea-sized gravel ir, botta� of hole, �, inches.
�ste aad hcur of i:;i:iaZ water fi�ling //- /� -�3 �d �/y
Depth of i::jt3a1 watez fil2iag, 30 inches above hole bottom.
Method used to �aiatain at least 12 inches of water depth ia hole for at least
4 hours �QF�l�t�aG
Percolation test readings made by __�y�t�°k �,.�p,vBERG on
�/�/2 - �3 stazting at a:m: . Maximum water depth :bcve hole bottom
(date) •
during test, inthes.
="�e Yercolatioa �
Ti�e Interval, Mea6vrement, � Drop ia water rate, Aemarks '
Minutee inches level, iaches miavLe6 per '�
inch
/ s
f: 6� � �' /�.. _ .
. /.' 7 .� !T T� /
: .. / s
. „ i
;.2 7 •' / 3�.
. � p / �
� i� G I
� ..S 7 �� �O � 0 �
t�rcol�tion t�t• � 80. U siaut�• Ns i�eb. �
�
� s- u
' tDtCOLATIOti TLST DA2A f�L'T
Te�t hole loutioa_ �'l///!//��'S '�t1� 7 Bolt a�abez 6
Date test hole vas prepared //—/� , �_� �pLb of !►ole bcttom, inches.
Diametez of holc. _�_ inche�. �
Soil data .from test hole: .
Depth, inches Soil tezture
O — /O �C.Q�K �.o�t M
iQ-36 � B�ar,v�v r��Y �An1
Method of sczstch�:�q b.deuall _ �UL E' SIP�T C/f E'
Depth of pea-sized gravel in botte� of hole, �` iaches.
Date aad houz of ir.itial water filling / �'—/���',3 ���f�/�'
Depth of initial uater filling, inches above hole bottom.
Method used to maintein at least 12 iachee of wa:er depth in ho2e for at least $
4 hours -�
Percolation test readiags a.ade by /k`�A� rp�f�F�,� on
�r��Z-8".3 stazz�ng at ,l:00 �'m . Maximum water depth above hole botLom
(date}
during test , inches.
'=�e I I Pezcolation
?ime Interval, , Hea6uremert, Drop in vatez rate, Remarks �
I Minutes � inches level, inches minutes per
inch
:00 � ' � •
.
l:.3 0 / l 2 `
•po .� ! 2
�:30 ., /7 /
:Uo .. /8 ' /
%.30 �' /`�'.'Y /g
:�/o .. ?C D.
• o �� o' 2 O
:OC� ./ 2 /
� !"�
ltrcoLtion t�t� � �, �4. O siaut�t ►�s iscb.
O
'� L�f Soil Borinr6 �_18
:�
�—-
t.o�ation or T'r��ect ��f��IP�___,�Q�_Z;_ ____._.
Borin�s made by /►!j(IPK /?��✓y (rL �t/it/ GiCONBER (� Date �'/Z�,�6 - 8y _
Classification System: AASH(t ; USAA-SCS _ �C ; Unified : other _
Auper u�ed (checY. two) : Hand �, or Power ; F1iRht , or Rucket �; other
Depth, � Borinp, nu�rher' ' „ 1 Derth, AorinP numher _�____ _. _
in Surface elevation in Surface elevation
Feet feet
n --- - - � -- �— -----
vt.�rK �o�rn
���1 CrC L 4 i4 M
1 , 1 --
� DIN. /��tGG✓N C�It Y �O�/''`
� —. � � --
1
3
' �ifG G�� E l A !� [0�4/+'� 3 __
3 — � �
� �Irf�t�.+�tJ CC�4 Y Ld�lM
,
4 — 4 —
1
:
,
5 — t L r'• �'k�'G.�.,cJ CE,�t Y C d,sA1 5 �
F, — 6 _.
� � 7 —
. R — 8 — � �
End of borin� at 7 feet. End of boring at 7 feet.
StandinR water table: Standin� k•ater tahle: , `
Pfesent at feet of depth, Present at feet of dept�a,
hours after boriaR. hours af.ter borina.
Not present �n t+orin� hole �_. Not present in borino hole
*tottled soil : Mottled soil: �
' Observed at 6.D feet of deFth. f►bserved at .S. S feet of depth.
PJot present !n borinp hole _ Not present in bcrin� hole .
Obs�rvations and comnents: ObBervations and cmm�►ents:
i � . . . . ... . . . . � . � . .
, .
: Lo��f Soil Borinf�s l;_�8
�
,
T.o�ation or T'r�iect _�/�t/TF_�Qf _ LOT 7� _____
Borin�s made by �/�����E�'./�✓ �'r/�d1✓�ER� Date ,.f1'�Z6=�`�,__
Classification System: AASH(1 ; USDA-SC,S � ; Unified : other _
AuQer u5ed (checY. two) : Hand �, or Poc��er _: F1iRht , or Rucket � ; other
--T --- - _
Depth, Borin� nt��her - _•3 DePth, Aorinp numher �_ _.. _
in Surf�ce elevation in Surface elevation
feet feet
n -- - -- n — -- � ---
�LACK �aAM
1 — 1 �
2 _. � --
3 _ 3 ___ .
�.Pacu�v C G,� Y L oA M
4 — 4 —
5 — S `
� _ 6 —
7 -- � —
. 8 — 8 — �
End of borinR at �_ feet. End of. boring at feet.
Standinf� water table: Standin� water tahle: `
Aresent at feet of depth, Present at feet of depth,
hours after boriaP• hours after borinR.
t:ot present in borin� hole �C . Not present in borin� hole
Nottled soil : Mottled soil:
• Observed at �. 4 feet of derth. �hserved at feet of depth.
Not present in borinp hole _ Not present in borintt hole
Obs�•rvations and conmen[s: Observations and comments:
July 27, 1995
Mr. Mike Gaffi-on
City of Orono
Re: 835 Hunt Farm Road
Dear Mr. Gaffron:
Please find en�losed a complete design for a sewer on my property completed by S-P
Testing(Mr. Steve Schirmers). Steve informs me that there aze two�ood sites for a system on
my property. I asked Steve to call you, or Steve Weckman, regazding this--he told me that he
had put a call in for you, but that you were out. Steve told me that he would be happy to discuss
his report/design with you or anyone else at the City(feel free to give him a call).
I hope that I am now in compliance and good standing with you and the City. if there is
anything else that you would like me to do, or anything that you've already requested that I've
overlooked, please don't hesitaxe to contact me-- 522-6711 (o)and 835-013 i (h). I will out of
town from July 31 st through August 19th, but in an emergency, leave me a message and I will
return yow ca11. Thank you once again for working with me.
Sincerely yours,
Anthony alde
enclosure
f / / 96��4 X \
�1 X \
J � 966•8 �
, �
.� � 6.9 I
`--�� 9 •4 9 6 5.2 �
�968.2
�
�� �� �
y� 974.3 X 965. 1
X
962.4
X atr,
� 961 .2
• ✓ �2 �
y �
•J X -9�
; '" 966.4 ��
�� �'
� x 9T .a
�
' 9J
�' 964.7 �\`
X
X973. 1
X 961 •2
�c 9�0
967.9 X 9T3•3
X ��
, �__` t
\
��K',
� � �(
X slr. J
� 65•g �` X 965.8 '
o �+
O
�1 .2 �
�� b r• �.
i Q' � 1
% t , _ / _ �
_ � W Y � /
9T8• 1 0 � ;
� X �
Q
0
X 962•S � �
�,.�- g l0 !
_ �\ _ ��
962• 1 0�
X �/
� �-
�0
�
�
0 �
. °' i—� �'� _ �
i . �
1 ^ • +
�
361. <5
,` j J, 'o
t ''`
� l
4 } o w� a
$ t� . . �:
� � �.
�
�
,.- �
,9� s� y '
, � �
� �► � Q }
�� �
� ' � �D
., . ;
� � ,
� -�,
�
,� .
. � `�� . '¢
.� 6� ;��
� � �'
��`� t r�2� �
�
�
t
1 �
. k
� t 3) ,..;
�
�
3 50
-
t717 4� N ' T' 'F
t�,6i. �� �
, �
Y
S-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
� r
' 951 Katydid Lane NE • St. Michaei, MN 55376 � (612) 497-3566
July 20, 1995
Anthony Waldera
Lot 1, Block 3
Huntington Farm
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1, four
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinances.
The soils on this site are a clay loam. A seasonally high water
tble was located at 12" to 44" , (mottled soil) . Due to the seasonally
high water table, a Pressurized Mound System will need to be installed.
The bottom of the rock bed must be located at least 3 ' above the
seasonally high water table. .
The soils at a depth of 12" have a percolation rate averaging
4. 2 min/inch.
A pumping chamber will need to be installed to lift the effluent
to the treatment area.
The manifold and supply line pipe must have back drainage to the
pumping chamber. The distribution pipes shall have their ends
capped. Be sure the rock and sand fill material are clean. The
sod layer below the entire mounded area must be turned over, just
break up the sod, be sure not to over work.
� The power supply and switches must be located outside the manhole
and pumping chamber in a weather proof enclosure. A warning device
must be installed with a light and sound device, this is in case of
a pump failure.
All neighboring wells are located greater than 100 ' away from the
proposed treatment area.
CONT' D
� /
Lot l, Block 3
Huntington Farm
Orono
(2)
Keep all heavy equipment off of the proposed treatment area before
and after construction. The treatment area should be marked off
before construction. This Design is not valid & the system will
need to be relocated if failure to protect the areas proposed
for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should �
have no problem in treating septic effluent effectively.
Nothing other than gray water (laundry, showers, etc. ) human waste
& toilet tissue should be disposed into the septic tanks. Garbage
disposals are not recommended. Excessive amounts of soaps, cleaning
agents & chlorine agents may kill the bacteria needed to treat
septic effluent. Additives are not recommended. Recommend to pump
& clean your tank through the manhole by a certified pumper every
year if you have 1 tank and every 2 years if you have two tanks .
The future site is located in the UPA Power Line Easement, see
attached letter from UPA, dated February 14, 1989. The corners of
the system must be clearly marked to prevent maintenance equipment
travel over the site. This will need approval from the City Official.
�
Steven B. chirmers
SBS/ds
T-- -- —
^ -Z .UO � " .
� I
� I �1���-'� 1���_ N�Av�{ �Q�t�r��-�-�� o��- '
-o, . t�� �l-l� �c�4o�.�'ti �fYa=t"�-�i�^�-T �-F'�t�_S
�-I '6�4� �1'�'��'� Gr���Y-�-�[s�l�s.-t
,
� UPA — �
� PowE R r--- — — \
n EA�MENT � \ \ ' �
a- �\ V
I� L\-- ��onL. I LoU.� • .
. � -N°`�`�' �
, <x�s;{Al�* � � I .
�J ' �WELL �. y � . - .. � .
� �
' . � . � __� 3O ' . ��f�4— . . .
�� - -r���s
I �� .
�� ���
�-5�Y.8 �\ �ylw�?�T�ti .
���H'M�+���-
� � �� � � I C�M: oP OF SvuTH EI�c�-
+ x�y 4�c.a S�op ^.� � f RoPCRTY C'oRN�R Tf�,oN
9�5.3E—_ .}��- -,=j I ��)y.�r, ,
�/ � �,� - � , ,.o� i
47v. + �;.
� - / � ` .�',5 0,, 1 1 ,�� E L- �7a.o
y eq;�$ f � � `��
"y' �� �� 3� � i,G Th�` }
9�6.y ir�� °e '1)3• 5�3. �(�� �'%�.� �
`�� �° � -E ; 9;".+ � , i �% / o ��rce�c!ion Tes's Sca►e: -1-��'��
q, � ( ; i ms_� � 5�3.3 a � � ' . � n�ii 8eri^gs
� ,���a�� + � ( t . , '�,. � �� `� � �.Ut� �\ � �,BErx}: t."ork
' ! i� �g,a. 3
9��s � *3� � � , � 1" hote= Th�s system is !� be cons'ructed to meet
o � f �y �
� �ruR 4�ss } q�,..,__ �, x7:; 9�qy � a � tFe t,'irnesc�IQ Po�'u!��n Con!ra A-y2ftCY
n �,�� `_. :. . � T y ��� S� ( ,� �� � Chap�er 7080 & •Local Ordinanc
�EX'QA�S�o�_ . �iruR„Fn �o � �-
� �,
R�fa-. -.-- '� r 1 $� " �, �' o .
�� � �ow . . � Check all underground u�ilitie
Pi LE 57a� �
� ' \��t��;�
� � � �P�RTY C�: ,��.��1-10���1 WA��'�Z�
��, ` �-t � '1�Lb���
I � � ��. � Nu� �-� 1 'F
l� D?- �'1
1' . oYo�-`0 1��• k'���-`• dC. -
.'`.
� � I - - �;>,s, s—P rEST/NG/ C�
`� �-�__�--"—� �O^ p D?ryri:: Bi���Ch, J/ �. .
�� '�_� �Y � . ��`-F,p Co�e:.`1/3�'/�, P:i.6:2-497-3506 ,
��/ t,L�"�-;�1't�rJ
�^� '�
• / .
° �:1 SS :i
' s�
. _
G /o';c js'20�� 'Cse� v, — — `- —
M ' '
/ `� -al� - N,�l�S 3•0 �F�.°.L sg1+�� 3.��
I.CrSA�� �� q '3 (0°7
��.� V��v.) �--_�
/ , � i -
S�T- B.-^,CKS ! O ���!
i l 'I
HOUSE Syst�m r.��s' be� �
Tenk �� from prep?�y li�.es ' >C - SF_c_�t c�� cj,'�SY�L w�o-��_.
'�v�-l� �f�S'�rh�t-� �: from w=1s .
� �� trom b:dgs. ��5�
�`��:�' '= ' � � ' �'�' -
t ua 1:2�:�T�ef! GfcG = j(�'l IOK°5 �
Trea'ment c�ee �� frcm property lines ������"�suppiy end switches must be located in a
f • , � , wea,her praof enc�osure o�.dside the pumping chamber and manhole
MA-�F}o_..S m�,n L�.� `�� `fOt';1 4ti2:15
- fCrLC�tLL �;
;1 ` � ��I f0;f1 5!�CS.
''s :_.;i_..; , i1� :;c�tre�s y� y. SOIL BORInG EI..EVATIONS
� � . �i � ' �l �� {� ` � I f�) .
��,�;,. � , ' =--i �—s „ TH`I EL.—�g �1�-1��- 9�a.7
//�i �� � � a c�n.s��a i ' �1 ! o TH.~2 EL.-q��./
/ '.,t + E � i •;-.��--�-- l�0! -' . Cjfat"ie�2 �O � .
icni ` i -;c^k i ; ..� r T h. 3 E L.3?�.�
�.:;� t, T�;,t i—� ; �� � PR�SSUR� DISTRIgUTION h":OUND SYSTErA TH"� E�.-�2�
! '
. �.'in. I";a a' � �P�mp�ng TN"5 EL.-�.2z�
1�'ex.l��to4� � ��P �,:U'�� S�-�,'�,��--ocsJ Chomber E��1/ATIOV a! PROPOSED PL�MP;hG
4�fo 6��dic.�;�e _ CHA`'B�R-��i.oU-�, �w,� a�s.�
- - _ . . _ _ - l4�Or�t .'C�'P o� 'a,.oc,l�--9'��.c�
SYSTEM D�S��N -��OUti� - '� �.ow�� FLoo� ���,v
-- �+�� u=:.h
TYPE-�., `� 6��., JP+! , �r?%^^_? �r..c�c7on rte �-•� min./ir.ch !c��.R�s�_it +�eatment area per go!, of daily sewege flcw) �
. �b gal./d�y x.E3sq.��ge!. �`� sq.f�.o`�d'rrwnt ereo }10°!a =�2 s�_fi. {.= Iu:Lwid#h=...��f;.lenqth of bed erea+side sbpe run `�to i x�height= �ft.x��ft.larr�n•nr2a nePded)
(�an rock n�'ed- ��.'� sq_ft.tr�e'r:Ert ar�.� x l.�s� �ep���f roc;c=._,52�ra.Tt:-27= � � cu.yds,(3/4'�to 2(/Z�dia. ,inck:des 2�cf rxk ebove pipe) �
�'�� C!eon sond fi!I ��!cw reck nee��d < < c�-y�s- e�prex. , s�n�y ka�n bec{fiil a-� c�yds.op�,rx., topsoil 6���_cu.yd. .P�1r-. �E�� Q�.��� �. 3
uJ�4s�-o ��xnber of tan%s rey�r� a , Is!tonk r�� !. , ,�-ys.os�it��iE��--Co__RoD_�ogc.-Co T_oe so.��_Fot�-_tRQc�����-�-Q.P_s��1�s)
ti-
L—a� 2nd`.�ankl�Qgel.r�irnrs �,..:.�s P�mP�Nv � �m<'s�g--
Pump�ng chcm�pr capecity- 25% c` dei!y szr�Ga f�cw of -'� � gel.=1�gol�r_serw_ s'orege o` 15 0;�1/B� �o gcl.*pipe t�eck dr��nage—
PftOPERTY 0�: A9�To9��4� L(,�1L �-F.
of 1�ge{./IO�J lin.tt.c� y- ���o. �:;�Y Pi�, lin.ft needec �._C21L, 1� a�i�r::enfi�1_`�galJ(OOlinft of�"dio.pip�,in.ftr�eeded.� ,�_go!. LO L Z
fotoi copoci�y n=�ed 1��cc�.(Pl��s crc-a �;rPumP) �5� rn�n. t70 9al.caq. ' � �1 �..l. '�
1 t��-.t- N���. �o-
�'/�• <� �l=,� • � r Z �� ago�.o
Distribution �pe �ce. , L,�—Iin.tL, d:e. pe�aroii�s�.. epcxt
Pump 5¢e t�= t�p. (.�_�,pa� CGrCCi^��Oal. 4GyC185/C�}/� J 1��-�0 1� ' tj.�o c��ss ��Ls��t��—u�— 4� a�+��a,—. ,5'-P ES�NG / .C. �
.
Note � V�r��n c�sstn,�ct�r.c �e� -- , t�is ereo s`�a�ki be sr�cper Note= Dis!once from treo!ment e�eo 10 neigh�ing v,e!Is— • d5 , �'� �.---
���,��- �U�,�-1 JD� � � Des�gned 9y:
. 10 �i�re;t :�n-o`f frc� er.te�i.�.� tr��;fi12�S Of2Q. / �
- . � t '� 7�' ' 'S�1 S S1'f'�- , Doie�2����. � P�i. 612-497-�560
� r .
UPA
United Power Association
EtK RIYER.MiNNESOTA 55330-0800 912-441-3121
February 14, 1989 � � .
Mr . Robert J. McG�nty
4500 Sunset Rxdge
Golden Valley, MN 55416
Subject: Septic Sys�em within the R/W of UPA's "BD" L�ine
Vicinity ot Structure 168
Dear Mr. McGin�y:
Permission is hereby granted to locate your proposec� septic
system within the right of way of UPA's "Bp* tzansma.ssi.on � �
li�ne.
As in8icated during our meeting J.ast week, excavation around
our structures should be avoided and any projected increase
� in gzade under our line should be submit�ec� to UPA for
� � review.
From time to time, OPA may need �o drive heavy equipmentr
a],ong the right of way. For this reason, it would be
advisable �o locate you� septic sys�em on the edge of the
z�ght of� way. ' IIPA will not be responsible for any damages
done to your septic sys�em, mouna system or drain f�elds
•. during the operation or maintenance of ouz transmission
facil�.ties. , '
Please send, a d�.agram of tihe fina].ized l.ocation o� your
septic system so we can add i�t �o our plan and profile.
Please contact me if you have questions or concerns.
Sincerely yours,
UNITED POWER ASSOC�ATz4N
p �
ar� Ostrom, SR/WA
Se»iox �'�.eld Representative
Environmental and Lands Division
G0:sgh
c: Chuck Lukkarila
• � Pat Cairns
Lowell Peterson
McGinty.GO
' � MOUND DESIGN WORKSHEET
(For F1ows up to 1200 gpd)
� ,
A. FLOW Esc;,,nuea s�.�,ge F1oa in ca11o�:pa n,y(g� ..�
Fstimated y�_gpd
N�anber
or measured x 1.5 = gpd. �°�1l1f �`I �II 'I�'P�III �rv
2 30o us �so �
3 450 300 218 •t
B. SFPTTC TANK LIQUID VOLUMES � a 6ao 3�s zs6 ..�
5 750 450 294 �.
6 900 525 332 � '
�—���C� g OILS 7 1 n50 600 370 ��
�.,S�c-a�-1 v
8 1200 675 40B
C. SOIIS(refer to site evaluadon) �� N,�� .� ��
1. Depth to restricting layer= 1 a. '`� y y'' inches B °� �, �,,
2 Depth of percolation tests = 1 a inches `°'�'"° `A'�"'
3. Perrnlation rate y,a mpi Zs«i�` i',oso°o i'.'s o
4. Land slope � % ;a 8 � �
wQ 9 See C�g.C-6 (z 1�
D. ROCK LAYER DIlV�NSIONS
1. Multiply flow rate by 0.83 to obtain required area of rocic
layer:A x 0.83 = ,
t�o v . gpd x 0.83 sq.ft./gpd = ���'I sl sq. ft.�-lo`�0=5�'�`�
2 Select width of rock layer(10 feet or less) _ /0 ft.
3. L.ength of rock layer= area=width= R��
t � sq. ft.i �ft. = SS' ft. ti•ti•tiM•�•'ti.ti•MMti�M�•�K.�.ti.ti
t�•1MN•I•r•�•1 l•r•r•�•t•�•1•
�•�•1KH.�•ti•M��•�t•�•�•tiK•ti
f•1•�N•1•�•r•f•/rN•t•r•f•I•f• �dth <_10 ft
~�T�:t�'••ti•MMMti•Mti•T•ti•ti•ti•ti
• r l 1•1•1•fN•r f•I•Nr•I•�•J•
- . 1•ti•tiwM•�•MS•wti•tiK•�K•1.t•ti
.r.r.f.f.r.�.�.f.f.f•f.r.f.f.r.�. _.
E. ROCK VOLUME ~— �'�` —� � �
. ;
1. Multiply rock area by rock depth to get cubic feet of rock; `-
Sy� sq. ft. x I-c�a'ft. _�cu.ft.
2 Divide cu.ft.by 27 cu. ft./cu. yd. to get cubic yards;
�u cu. ft. i 27= �.1 cu. yd. �
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
a 1 cu.yd. x 1.4 ton/cu. yd. _�tons.
F. ADSORPTTON WIDTH G�''�K � �'✓1 ,+b va,►Kaa,s�, �bk
1. Percolation rate in top 12 inches of soil is mpi r�a,,,�,R,� �-- R.�.•
M;,,,,k,�II,�, SoilTextur+e �.� ��
tw
.+�ad�
2 Select allowable soil loading rate from table; Faster c�an o.i oa�sana i 2o i.00
. y S gpd/ffi� 0.1 to5 Sand � 1.20 1.00
0.1 to 5 Fne Sand 0•� 2•�
6 to 15 ndy Loam 0.79 1 S2
3. Calculate adso hon width ratio b dividin rock la er 16 ro so [.oam o�� Z•�
rP � Y S Y 31 to 45 s�ic r.�m o� 2•�
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; ��� �a �.o� o.a5 2.6�
1.20 gpd/ft2i,�y,,�gpd/ft�_ ��lo'� Slowerthan 120 Cjay 024 �_00
"Soil lvving 509G oe mare oE fu,e ar vey fi:+e suid.
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
��.�� x 1� ft=a�, ft �
G. ,DOWIIISLOPE DII�WIDTH �
1. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
�" d�.� ft-�ft =.�_feet
2 Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separafion 1_�Z feet
b. Multiply rock layer width by landslope � �eor co�.�.
�i feot Ro ea
to determine drop in elevation;
Slope DiffeTC�ICC S�p0�a11011 �t�l
�x��%i 100 = , lo feet upsiove w+atn Slop� Dlft�r�nc� .r� •t
c. Add depth of clean sand for separation (2a) -�r«t R,�k B�a w�at�
at upslope edge,depth of rock layer(1 foot) to depth of �teet DownsloDe W1GtN
cover (1 foot) to find the mound height at the upslope edge �'°°`
of rock layer;
� /•0 ft+ lft+ lft= 3,c� feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3.��
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: 3•o x 3,� _��,feeE �
f. Add depth of clean sand for slope difference(2b) at
downslope edge, to the mound height at the upslope edge
of rock layer(2c) to find the downslope height;
� �,O ft+ , c� ft= 3,c� feet
� - " g. Enter table with landslope and downslope dike ratio.
` Select dike multiplier of _�,� �
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: S.�c, x -z.(' _�_feet
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width; _ �_
fee
;»>:
:,:;<:;: :;�::
�
� ::�r:ti:...,,%.
�::'t.r%?:::c;:i:;,•;::::..i:2i<;'::'�;.�:..S;:fi:'�;r•:•.
:.,.�::.;::::;.�:.:.,::::::,::.,:..�>::�;�> �:<•::::a>::;;:•.
1 �:.�,������ :�:_�:::::<::.:.::.:..:.r..::.>:h<;:<:v�>::.::::..r;:::...::::._��,
?�;4's....�:F:.;UOf t���D���M10t D;:�.'::;'�';.;£;•a.;..:;.o-:;+:::.;;:.:_::;Y,;:p;<::::,c::;.:�:r.,•:t:..:::.:,:.:::�.,�,;:
. . ,.r>.;,:s.::.�,..•.,�...;::�..;.;.;,:x..:oyq+��.,..,�......f. ,-y`r.:
°`•>%?;i{': 1�• :::Rii"..:ti:;:;••,•::<::�:::i:::::::.:::}:;>.;;r'-,Y�}��y:;..;;2:��i�:i.{.::.-�:::i:$%1!-
,:.,
;.
>�:.
::•:: ..
. ... ::
Tot mound wi is e sum o �r����
..;,.,.� ..: �-Y.r:.,,.: ,
.::
,� ,t'ix{35i.^:.{.s.v.w::.•...'-.. t ..: '+��.4..,`y:: " ^f'`.i�'.+'.: ��.{f�.. �p.
:..:.: ,h . ..Yw;v4'/.�+Y.^:� ::%�'c.. ?•`.p::::>..:::!". �.}s`:..:.:::?'$``.'.`�<:`F�...���y'+H"
.;w:...: :�: .��.
. � � -??:i:{p:N.�;(iJ;... �.. .F;`�
.... p ....i .. :f
upslope dilce(G.2e)width plus rock ;;�>;��,#<`:t<�. R «��,w„�� �;�x;>�:�->
�> �..
�;.:.�..,.�:...t,. �.�,:;..
L
J��5.�_r••t
la er wid D.2 1 - � ��o"����w�""�
y �1 � )P 11S _ o o� ac �:)��"wiain
/n r��t .: .... - ........ .. : L reet
�p � ��ivii:':itiii��{_:�..•:::LGvn .?yj!L's,':ij:tiv�:}::�i::;tii;:i^:::��y i�.''{..::iFf:�':fi<:":iHl�i:j:�:rii l/
d��sl� dike width(G.��� � i':i�`:%;:,.:.;y�: �:�a:�"3r.yi.<::� ,.:�:..;,.�5:,>r..: •:.q.,:c.�<.: .�� }..kr/�r;......�
r� / o : ;f, •,; .. ..::.t•t:3:}�:Y�.;y;.,'•�w,A,.t;w:.�:..•:�y%�s.f:.rc}yti �
:4:,{-i:>':w'?:i'.i'i'::'r'::•'.:TG:+ '.�'~f�.i•i\:'iitivi::'.:fi}:i:'-$'{ �..�SC�'.:v t:iiY.�::�}::i'f?:i::... •�.
� 'k... ..r<<::�.;•i:?�:.;:.,.rk,..�,: :.:yi�
a M <:::<:::<{::�<:::�:<.:;,:t.<;��� ::,�.>::.::«::::::<�
_ r..<.:.:.F. :v,:;:>< �<::.>:.<:::::>:::<:;»:::.:::,,:...:....:.,;.;�>::::<:;:;_;:,.<:;:: ;
� .:;::;::::<>::::.�:,..:::�..:<A<>:�.:::.::: ;::><:::�:;....�...:::::.:�:......,..
C ft+ D ft+ ft - feet ,.f... ::r,.;::.,<..:;;.,.;:
>::<.:;.:�:::;:...:: :;:;:�:::«:>:>::;;::<:>
_� � 1�_ �� :.::s>:,.,,
,.,,:�.
..:.,
. :>:::f::::;::><:::<::�:»«<::>:><;;.:;..>r>v,<:.,.;,;
;::';;;::;<::N.i;
:,:::.::::::.::,:::.. .::.. �...: .:.
''DOWDS OD• 101l1 ' +.�:r:+,.+Y•.�
::'i.';:':''' ., ;..f....,.
i::ii%�:::yiy::L:::•• '
k. al moun 1 n i um f
G:'�
.;.:.�.::::,<....;...::::.:.:..:<.>;
;.:;:>;:.:::<.>::.>;::.:::::.::�::..:.::
Tot d e s the s o .::.:.;:.::.:>:.;>::.:...:.::�::.>.::.v.:: «.::..<.:.:::,<:;.:
.:>.s::..,,�:.
te t
•
�
��»t�i:`?%s':';:2>E:;?';:?�
�Z- :•:.�:..,...
..r
�.::.::...,�c�,::.>�.: . .
...2•...,. ::;i.j<a�;;::::i;ii[:E<:::i:y..
`;-:Y��:'ir%:�?::'ii::::::.,.........
•:�.d•::�i::>.%::;=.^•.%:%:;::::::::ir":':::i::�i�:•'.�:'i:f?i:i:ox.;o-:;..::;..::i::'.`::.:•<%.•��:,�•
:•:•i?}Xi:iii::t::i::i;ii:;j�:;i::::!;v}::::. v:.:hii:i::i.i'.i:ti>i.:�:�:i.:.:i�i:i.i}::.}..:�:.;.:::;.i'.:::•vi::::?:.?-:.>::�i:!yi:fi
{•i.'S4:itri�:
'i:''if•::%H:�l'.
. r
�
...
u slo dike width G 2e lus ock la er
P
Pe
(
)
P Y
>::;h:
::;;:,: :;;;.
<......::::.:..:.:::.....: ... .. .
::«i:�:�....�::�:,°:::::�:::»`:�:''>;::>:::>;:::>�>;>:::::>;�::;::;:::: :;<:'<;�<><`>:>:::..�>
.........:...:.....
.�,�:<:�:�::::»�:<::�;....
:,�:
.;;::::::<..;>.;<..:::<.
<;«..::.;:..:
D. lu u 1 'ke wi h .
len 3 s s o e di dt 2
(
) (
G e •
� P P P
)
,
:>::<><:::::»:>:>�:«:>:':;<:>,:v<>�
:.:. ..�:::.:.:..:::::::::.:�:::::::::::::::::::.�:::.�:,::,.._.:.::.:.<.:.:::.:::.�,..:
...c:;:v:::.<::: �:.::::>:<::::::>::::»::.;::>::::>::>::<»:>:>::::<:::>::::>:<:�:>:>::::::::<:>::>::;:>::;>::<:;:>>.<:;:
:::,..;�::.;.::.;.;.::>.�.,<:<.:�:::<.;:::..;:.::::<:.:«.;.::::::;,::..:<.;::<:,.:�...,...,
/0 ft+ 5 ft+ � ft = feet :::<:::>:::>><>::::�:::::::�:::.;>;;::::::::«:;::>;:.;;::>;:<..<.>�:><::;«;;: :;;::,:,,:
� � '�_ ....:.::::.. .:.. ::
_ ., ,: ....
_ _. .
1�/ -� SS -t /� = 93
Totet��nptn
awa ape ps ope
3:i u s:i si �:� 3:� �:i s:� si �a aa
;�
0 3D LO 5.0 60 7.0 3.0 4.0 5.0 60 7.0 dA
1 3A1 117 a?6 638 753 291 3.85 �.76 5.66 6.5� 7A]
2 3.19 l3S a.56 682 &I� 283 3.70 45{ 536 61� 6.90
3 330 {.S� 3.8! 732 8.86 � 337 435 5.� 5.79 6.15
��" 4 3.�1 1.�6 62S 7.89 9.72 266 3.15 1.17 l8� 5.16 6.06
:+1� 5 39 5.�� 69 8S7 1077 261 � l.� t.6,2 5.)9 571
6__ 3Lf' -�`.+�'� --7.1�---- -93b_ 1207 2.51 323 3.85 111 �.43 SAI
7 320 556 7.b➢ 103� l3?3 2�8- .12 3.fi �?3 l70 5.13
8 3.95 SBI 831 1151 I5.91 242 3.Q� 3S7 l.nS 4.t9 tB8
9 l.11 615 9.07 13.01 18.92 236 29{ 3.L5 3.90 l30 �65
10 f29 6.O IOA 15AD 2333 231 286 333 3.75 4.12 4.�4
]I 4A6 7.1{ 11.71 1�b5 30.{3 2.?b 276 313 3b1 3.95 11b
�Z {1I➢ 7.69 1250 21.13 d375 221 270 3.12 3.�9 3.80 4.06
� � F-17
'':=:�' PiJMP SELECT'ION PROCEDURE
-F!D PERiGRAT10N OF A PERFORATED LATERAL
A Determine pump capacity: �...c....
Gravity Distribution ,.,,,.,,
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of _ _:- � . �a� ���,w�,c<<,�,_
'!�w►s.�.�M.. �-'Yr�'N,.�1 ti...r�a....
water use rate. - .«.,..,.,.,�,
2. Maximum suggested for delivery to a drop box of a home system is 2,700 _ ��;�+,�;��
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. .,;�„��p ' .,� ,�.f.,.
:: ::.. .... . �.���«.
Pressure Distibution . '�:��,..,s,,.,..� °."°^.«�'...'
3.a. Select number of perforated laterals 3 ,
b. Select perforation spacing=�_feet �,�„'��„�'"°
c. Sub/traf�2 ft.fcom the rock layer length.
��-2 ft._ _�� feet
d. Deternune the number of spaces between perforadons.
Length perf.spacing=�f t.+�ft._�spaces ,red pe�o�aon e
e. 17 spaces+1=�s,�perforations/lateral " �g��P���c�
f. Multiply perforations per lateral by number of laterals to I `� D�t,�e , � ,
1 u o,A. �2 �
g' �t total number of perforations. �,�� x��_�perforations. �� � �''°'`
"��_�8Pm- . - .
- � 1.Oa 0.56 0.74
SELECT'ED PUMP CAPACTI'Y�_gpm 2.�b �.80 1.�4 '
B.Determine head requirements: ' a.Use for single family homes
l. Elevation difference between ump and point of discharge. b.Use for all other applications
feet
��� 2. If pumping to a pressure distribudon system,five feet for pressure
� "'' required at manifold if gravity system,zero.
_�feet
' 3. Friction loss
' a. Enter friction loss table with gpm and pipe diameter. � RP��8�
Read friction loss in feet per 100 feet from table. Poinc of Ducharge
F.L= '�,lo'-� ft/100 ft of pipe
b. Determine total pipe length from pump to dischazge E1c�ation Diffaence
poin� Add 25 percent to pipe length for fitting p�P g�S
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= / F-18b
�C� x 1.25= )�\feet 1S inch 2.0 inch 3.0 inch
c. Calculate total friction loss by multiplying � F,;a;a„m��ooR�r�;a
friction loss in ft/100 ft by equivalent pipe length.
� Total friction loss= ��l�LJ x 1�-�� +100= ' .� feet 10 0.69 0.20
12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
speciai head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
� 20 2.47 0.73 0.11
� � + +�_ ?S 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
� 35 7.90 2.06 0.30
40 11.07 2.64 0.39
TOT'AL HEAD �,�feet � 45 14.73 3.28 0.48
50 3.99 0.58
C Pump selection 6o s.6o o.s2
'` 1. A pump must be selected to deliver at least
�.-`
:;��=
�_gpm (Step A) with at least ��feet of total head(Step B).
L-13
. C�RTII'tC11TIOt� ;� OU627 Log� of Soil Rorin�s
Location or Project Anthony Waldera, Lot1,B1k. 3,Huntington Farm, Orono
Borings mad� by �-p Testinq, Inc. Steve Schirmers _ Date �-14-95
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Iland X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in � in
feet Surface elevation 976•8 feet Surface elevation 977' 1
� Topsoil dark brown loam � �
0 - 6" Topsoil dark brown
Gray brown loam loam
1 - 6�� _ 1' 2" 1 - 0 - 1� 2��
Brown clay loam rown 1 ' 2" - 1-1/2 �sandy loam
2 _ 1 ' 2" - 2 ' -MOTTLED 2 ' 2 c�°ay loamdyl-1/2 ' - 2 ' -MOTTLED 2'
Rusty olive brown Rusty olive brown
clay loam clay loam
3 - 2 � _ 3 � 4�� 3 - 2 ' - 3 � 4��
Rusty olive brown
4 _ Rusty olive brown 4 - loam
loam
5 - 3 � 4�� _ 5 � 5 - 3 � 4�� _ 5 �
6 - 6 -
7 - 7 -
. 8 ' 8 -
End of boring at 5 ' feet. End of boring at 5 ' fe�t.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours •after boring. hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 2 � feet of depth. Observed at 2 ' feet of depth.
Not present in hole Not present in hole
Comments : Comments :
• L-13
. CERTIFICIITIOW ;# OU627 Logs of Soil Rorin�s
Location or Project Anthony Waldera, Lot1,B1k. 3 ,Huntington Farm, Orono
Borings, made, by �-p Testinq, Inc. Steve Schirmers Date 7-14-95
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : liand X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in � in
feet Surface elevation 976• 8 feet Surface elevation 971. 4
0 - 0 - -------
Topsoil dark brown loam
0 - g��
1 ' Topsoil dark brown 1 _ cla ��oam 8" - 1 ' -MOTTLED 1 '
loam Rusty olive brown
clay loam
2 - p - 2 ' 4" 2 - 1 � _ 2� 2��
Brown clay loam
2 ' 4" - 2 ' 10"-MOTTLED 2' 0"
3 - Rusty olive brown loam 3 -
2 ' 10" - 3-1/2 '
Rusty olive brown �
loam
4 - 4 -
5 - 5 _ 2 � 2�� _ 5 �
6 - 6 -
7 - 7 -
8 ' 8 -
End of boring at 3-1�2 � feet. End of boring at 5 � feet.
Standing water table: Standing water table:
present at feet of depth , present at feet of depth,
hours •after boring . hcurs after boring.
Not resent in hole X
P Not present in hole
Mottled soil : Mottled soil :
Observed at 2 � 1��� feet of depth. Observed at 1 ' feet of depth.
Not present in hole tdot present in hole
Comments : Comments :
• L-13
. C�RTIrICnTION � OU627 I�og, of Soil Rorinqs
Location or Project Anthony Waldera, Lot1,B1k.3 ,Huntington Farm,Orono
Boring,s mad,e by S-P Testinq, Inc. Steve Schirmers Date . �-14-95
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIand X , or Power , Flight , or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in � in
feet Surface elevation 973• 2 feet Surface elevation 972 ' �
0 - -- 0 - ---•--
Topsoil dark brown
loam Topsoil dark brown
1 _ 0 - 1 ' 1 _ loam
Gray brown loam
1 ' - 1-1/2 ' 0 _ l, 8„
Brown clay loam Gray brown loam
2 1-1/2 ' - 2 ' 4"-MOTTLED 2 4" 2 1 ' 8"- 2-1/2 '
3 - Rusty olive brown 3 _ Brown clay loam
clay loam
2-1/2 '- 3 ' 8"-MOTTLED 3 ' '
4 - 2 ' 4" - 4 ' 2" 4 - Rusty olive gray
Rusty gray silty loam clay loam
4 � 2,� _ 4 � 8��
usty 4 � 8" - 5 ' gr��amrown 3 � 8�� _ 5 �
5 - 5 -
6 - 6 -
7 - 7 -
8 ' 8 -
End of boring at 5 � feet. End of boring at 5 � feet.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours •after boring. hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 2 � 4�� feet of depth. Observed at 3 � 8" feet of depth.
Not present in hole tdot present in hole
Comments : Comments :
CERT. n00627
� PERCOLATION TEST DATA SHEET
P�rcola�ion tcst readinps made by S—P Testing, InC. 7-15-95 11 :09 �
on startin�a�
` rda���
Tcst hole locatio�'otl,Blk.3 ,Huntington Far��e number 1 , Date hole was prepare� �'14-95
Dcpth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 6" Topsoil dark brown loam
6" — 12" . Gray brown loam
A4ethod of scratchin¢side�vall Knif e �
2
Depth of eravel in bottom of hoJe inches
7-14-95 5 : OOpm 12
Date and hour of initial�vater filling , Depth of initial �vater fillino inches above hole bottom
1�4ethod usea co maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon
6
,Maximum water depth above hole bottom during tes► inches
Time Percolation
':ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
10: 50 prefill 6
11:09 11: 24 " 3-7/8 3. 8 15 min
11: 35 11: 50 " 3-3/4 4. 0 " "
11: 51 12 :06 " " " " "
12: 20 12 : 35 " " " " "
I
(
Percolation rate = 4 • � minutes per inch.
CERT. n00627
' ' PERCOLATION TES"t DATA SHEET
Percolation test readings made b � S—P Testing, Ine. 7-15-95 11 : 10 a.m.
) on staRino a� p.m.
Lot1,B1k. 3 ,Huntington Farm 2�``/1" 7-14-95
Test hole locatio� , Hole number , Date hole was prepare�
12 �
Depth of hole bottom inches. Diameter of hole 6 inches
Soil da[a from test hole:
Depth,inches Soil texture
0 — 12" �Qpsoil dark brown loam
rtethod of scratching sidewall Knife �
Depth of gravel in bottom of hole 2 inches
7-14-95 5: OOpm 12
Date and hour of initial�vater fillin�. , Depth of initial water fillino inches above hole bottom
l�4ethod usea to mainta�n at least 12 inches of�vater depth in hole for at least 4 hours AutomatiC s iphon
6
,Maximum water depth above hole bottom during tes� inches
T'ime Percolation
'�ime interval, Measurement, Drop in water rate, Remarks
minutes inches le��el,inches minutes per
inch
10:50 prefill 6
11: 10 11: 25 " 4-5/8 3.2 15 min
11: 34 11:49 " 4-1/2 3 . 3 " "
11:52 12 :07 " 4-7/16 3.3 " "
12: 19 12: 34 " 4-7/16 3 .3 " "
I
Percolation rate = 3 � 3 minutes per inch.
CERT. n00627
' ' PERCOLATION TEST DATA SHEET
, S—P Testing, Inc. 7-15-95 11 : 11 3:n'.
Pcrcolation test readinEs made b� on startino a�
Lotl,Blk.3 ,Huntington Farm 3��'"" � 7-14-95
Test hole location , Hole number ,Date hole was prepared
Depth of hole bottom 12 inches, Diameter of hole 6 inches
Soil daca from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
A�[ethod of scratching side�vall Knife �
2
Depth of gravel in bottom of hole inches
7-14-95 S: OOpm 12
Date and hour of initial�vater filling , Depth of initial water fillin� inches above hole bottom
A4ethod usea to mainta�n at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon
6
,Maximum water depth above hole bottom during tes� inches
Time Percolation
':ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
0:
lI•11 11• 26 " 5-5 8
11: 33 11: 48 " 5-1 2 2. 7 " "
11: 5 3 12 :0 8 " " �� �� ��
12 : 18 12 : 3 3 " " �� �� ��
I
Percolation rate = 2 •7 minutes per inch.
CERT. n00627
' ' PERCOL��TION TEST DATA SHEET
Percolation tcst readings made by S—P Testing, InC. 7-15-95 11: 12 a.m.
on ctartina a� p,m.
�.r.,�.,
Testholelocatin�otl,Blk.3 ,HuntingtonFarm Holenumber 4 , Datehole�vasprepared �'14-95
12
Depth of hole bottom inches, Diameter of hole 6 inches
Soil da�a frorn test hole:
Depth, inches Soil texture
0 — 8" Topsoil dark brown loam
8" — 12" Brown clay loam
A4ethod of scratching side�vall Knife .
2
Depth of gravel in bottom of hole inches
Date and hour of initial water fillinQ �-14-9 5 ,������tial�vater fillin� 12 inches above hole bottom
Method usea�o mainta�n at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon
6
,Maximum water depth above hole bottom during tesr inches
Time Percolation
'�ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
10:50 prefill 6
11: 12 11: 27 " 2-15/16 5.1 15 min
11:32 11: 47 " 2-7/8 5.2 " "
11: 5 4 12: 0 9 " �� �� �� ��
12: 17 12 : 3 2 " �� �� �� ��
I
Percolation rate = 5 • 2 minutes per inch.
CERT. tt00627
' ' PERCOL�ITION TEST DATA SHEET
Pcrcolation test readin�s made b1' S—P Testing, Inc. o� 7-15-95 s�artins a� 11: 13 `�"'i
` �a.�., � p.m.
Test hole Ioca��rL 1,B1 k.3,Huntington Farm Hole number 5 ,Date hole was prepare� �-14-9 5
Depth of hole bottom 12 inches,Diameter of I�ole 6 inches
Soil daia from test hole:
Depth,inches Soil texture
0 — 12" Topsoil dark brown loam
A4ethod of scratching side�vall Knif e .
2
Depth of grave!in bottom of hole inches
Date and hourof initial�vater fillin� �-14-9 5 ������nitial water filling 12 inches above hole bottom
J�4ethod usea to mainta�n at least 12 inches of water depth in hole for at least 4 hours Automatie siphon
6
,Maximum water depth above hole bottom during test inches
Time Percolation
':ime inten�al, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
10•50 refill 6
11': 13 11: 28 " 3-5/8 4 .1 15 min
11: 31 11:46 " 3-1/2 4.3 " "
11: 55 12: 10 " 3-3/8 4. 4 " "
12 : 16 12 : 31 " " " " "
I
Percolation rate = 4 • 4 minutes per inch.
CERT. n00627
' � PERCOLr1TION TEST DATA SHEET
Percolation tcst readin�s made b S—P Testing, Inc. 7-15-95 11 : 14 �J
y on startin�a� p rn
Lot1,B1k.3 ,Huntington Farm 6 `�'"' 7-14-95
Tcst hole location , Hole number , Date hole���as prepared
12
Depth of hole bottom inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
A4ethodofscratchingsidewall Knife .
Depth of gravel in bottom of hole 2 inches
7-14-95 S:OOpm 12
Date and hour of initiat water fillinQ , Depth of initial water fiilinQ inches above hole bottom
A4ethod usea to mainta�n at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon
6
,Maximum water depth above hole bottom during tes� inches
T'ime Percolation
':ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutesper
inch
1T: 14 11: 29 " 2-11 16 5. 15 min
11: 30 11: 45 " 2-5/8 5. 7 " "
11: 56 12• 11 " " " ° ��
12: 15 12 : 3 0 " " " �� ��
Percolation rate = 5 • � �+inutes per inch.
PERFORATEO LAYER OF GEOTEX7I�E lOAMY SANL� CAP
,�r�_:1 _ LATERALS FA8f71C PERFORATED IATERAL .
��F �� � � GRA55 COvER 6 INCHES �
SANDY 1.0A�A SOIL ;' ,••'� :• ' ':� :";,;�f':;:::'!�;, TOPSOII�
i"�Y � •^.:�� =IEAN SANO FILI ,�.
��',' �'', /,, I ! ',:;!.,`} MAXIMUM SLOP[--�- •
•�' % Ti � 3 TO I `
LAYER OF GEOTEX7ILE " �ti r f '� u!' �EAN aaK a�
FABRIC OR 4-N�CY E3-UF '' `' ' ;•;,,i.�� '� •!` TOPsoi� �i• �o z'iz INCHE$
> PlOWEO OR i S�OP
OiSKEO SURFACE
%��•, f 1�� � f $U8501L
I .r':' .�,'�// � /'� .� `
I / OR 2� ..�;��'" • % • . • � • CRO55 SECTION A-A
PIPE �ROM PUMP--� •`;� �� i:/�i' / '�
-y'. '/ ,.�%. + �� ��;
��••' i J'' � P�PE FROM
3�•�21� • �� ,�� /.� +' J� .I PUMP{NG CNAMBER
CL�AN i�OCK ���~ /�i•' ,,� # w/� � DIVERSIpN FOR �
6" TOPSOIL � /��• "�~� � � �. SURFACE WATER __ ,,� ' �I � ;
/ '/ Y � %/
r.�._ �• / � f ' � '�f . / � — O �
��+� N. ••• •.1-d I' ' � /'�� _/� �r t.� � -'
� )i
l+F:t ._J�"� ' . ; / / �rT . , � � ��
�..c�,:��: • 1: . 3 •'t'� - PERFOR4TE0 , ;
_� 1 _ `"� ��r9�'� �� MQX ' .�: CATERALS ' � (I .
-.�f� i`a,.. �� ..��,; ' (A
`, ��` �+ti �. '�.:J '2"• . r. w./.a'� _ � I .
' SlppE-��.�, )�� . r;;;;.i:=•;:•1;l;�i„� ( �
� �•.tM..... — ' ��
SqNpEqN • •'•� �•' •-` 3. ':a�;,;;;�tti�;.,�.;: . � ; � _ .
.���� � , �
F ' 6 ���.< ,.�:,�`�' 'J � .
�l� e�p lqY z j. �'���;� . 9ED AREA � � ', / u
R�kEN �p . ,'.�'�-�,.� '��' • — � �--- �� j � :_
BQ(� QTU�.�. _x,`�- . A � � � W � �n ' � w A
�'ER �aYf'��' � _ _ � Z ; _ : i _ m
, R _ � _ , � � — .
, � _ INCHE � � Q#'� � INCME$ .
LAYOUT OF PERFORA7E0 PIPE LATERA�S FOR - � ; � : I
PRESSURE DISTRIBUTION IN MOUND _. � � •
�—�— — —�—� .
�
o�KE --�0 iEET�p,KE
�PERFORATEO PIASTIC PIPE _ MAX.
TOTAL WIOTH
`—PERFORA710N5 SPACED 36' rION SP,eG�NG _ • ` •1 �
END ON CENTER, PERfORAT10N r RfORA � � �
VlEW SIiE� AMv BE �/��. '/�� � j6.. jS PE PLAN VIEW
, OR /�.
/� � 2�MANIfOLD � � ENO PERFORATION OF A PERFORATED LATERAI.
. / PIPE .. �
.��' �-Grou Cora
� PERFORATIONS ON 90T10M OF •*. /� L
PIASTIC PIPE `
, 00,. I y"��, �}� <j y . ., TaWe11 ..
� .. � �Womy SonO LnY�r• �-O N of Wo��■UI�FaOrlc (arNw-
i ����
�'' � � '�IALTERHRTE LOCATION
` '�'c'�� O� PIPE FROM PUMMI .
� �—P�ifor �qn W�IMJ Ibrl�oMol�y
`/� � .�NN C p Ww Tep
. END CAP ao, �—� h� • . . '^�—M l�al It'la Eap•
� p'ER/IL � � 1 k N pnA layu
� ���� fp � � � � •' � '� -vW�«oiiw,.'tow�.a o�
F�RA1 2�PIPE iROM . . Gban SaM Loyu 0o��ern d la�na�
��� pER PLMPIN6 CHAMBER
� J '"""""a'
�fN�rN � � aiaM.7 sou r.oP.�ir sca��Na .
/ are..ourr. a..W
,• � .�
. . �.�; ` �� '
'�.. • r-,�-
� � . � .
REOWOOD. CED OR
WATER TIGFIT Q LOCKABIE ELECTRIC 8UX—� TREATEO t'OST�q x 4 min) "
PlUGS OR ELECTRIC CONNECTIONS-----. i�INSIDEL BOX�C CONNECTIONS MADE
2" PVC CONDUIT SCHEDULE 80 -�-
� MANHOIE COVER CHAINEO 9� LOCKED 6�SP.� LOOP OF POWEq CORD FOt7
SETTLEMENT
t SEAIED MANHOLE RINGS-- .FINAL GRADE
i i �
� � ,� � AT LEAST 12� '�'�
� ��� BEIOW GRltDE
; � WIRE fROM f'OWER SUPPLY
--- PIPE IS IAID ON A UNIFORM SLOPE FROM
/`� . FOR PROPER ORAINBACK IL TREATMENT I1REA
SEALED TANK COVER �UN 0'NETOTGET E EVATION FOR ORNINBACK.
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO
WITIi ANCHOR--�� — yyEEP HOIE
ALARM FLOAT ON SEPARATE
EIECTRICAI CIRCUIT--
NOTES� EIECTfiiCAL WIRE FROM POWER SUPPIY
,__START ILEV�9_ � _ MUST NOT RUN OVER ANY TANKS BUi
'� — MUST BE LAID BESIOE OT11ER TANKS .
3"� � �� AND MUST 8E PLl10ED IN CONDUfT
- ALONG POST
SyUT_OFF t�EVEI`Q_ _ __ _ _ EIECTRICAI. CORDS FROM PUMP QND
FlOATS MUST BE Rl1N TNROUGH
PUMP CUNTROL F�OAt-- CONTACT. WIRES CANNOT HAVE GROU�O
�
��� •
. _
. r•�s��F-K
. �
METAL
COVER
i ,�_ _.�.. � _!�. '•�: �o �'� .-k
; .. � .
,� . , ; .
�� i � .
-�� , �
i n_ r. '.v:,- ,�.
� >• ; �
I 4 I
� %Yc v _r•_ -:,-..: I
�i~ I
CONCRETE - ��st:
' MANHOLE
j RING
1
�
?
i METHODS OF SLCURING MANHOLE COVER TO PREVENT
�
UNAUTHORiZED ENTRY
� Fi6urc C-14
i
,
. �- .
. � � • ' '
_ t
VERTICAL SIDEWAI.L SEPTIC TANK
/-FINISHEO GRAOE
,: � -
� - AT LEAST 6'TO 12" SOIL AT LEAST
4" DIA. COVER 4" DIA.-�,
�~ -AT LEAST I" � AT LEAST I"
MfN
, �•..� . .
. •, �' -
• A DIMENSIONS FOR TANKS WITH VERTICAL SIDES A '
--�- I � _. -_ _ _...-
WIDTH. W 2!i� MINIMUM __.
7 .IENGTH, L 2 TO 3 TIMES THE _WIDTH ___
B pIAMETER 60� MINIMUM _ _
, � DEPTH, D 30� MINIMUM; 76' MAXIMUM __ C
A 0.2 D --• �
� -AT LEAST g � 6_MINIMUM 0.2 D MAXIMUM _ 6" _
3�� -- t--- ---
C 04 0
—AT LEAST 4 FEET--- -- -��" -�
Npt F S: �
1. SM�IINIVIELSAIIfASf�INCIKSWOIM+�F�ff1 �. AWOKMEWVERSS�tAl�OF.IOCJUE�����N�fwG+f3.
T. 1/1[flF,$I W L UC lk1E 0�11AOI If.MN�IOLCS.20'IFASf K 111E I.W111(JlE�S MAiI MI EIY Hp ES OF 11[$UfYA(:E
piMf.NSKMJnWIC�C�IFi)�tn���r161EEiOrKl�Nuc IiEOCriEHMJS1�SfW[OIOMEVfl�fACCCS4
wnll9 6. SCI`�rt�lc7t�tU�SfN{EOLiWEENG.NVO�NIEi(`r`f.N+U
7. N+��S1'CC��OM�w'fO�A1LEwSt�wc:��[SfNN.r:IE�I NEAf1F5TPt�r�IONOKflL9uLLlliE►qtE547�uwfwGES
On�eAnM�OlE5lw.lff�lOCniEO(rvE�DOtN�1E�raET Of����tINM12NCtI�S.
N7qOUtlL1UCV1(YS.iNECfl�1EHl�CCX1�rt151'FC1R)H 6. fOfllpltll(111�AlCYI►N1f1�CN.IIWK:Ot6QfIf.Kk1AIS0.t'A
r�sauuloc�iKS��sl�2UN�lniwEnrtNE ANOOIAiNSIQNCIiO�Sn.
ON(lE O�'CN WCS qI 5AN11 N iY 1 CCS A 11 W U)W51'f C I ION
1'Y'CµKi Rf.IOG�ILU ft{Wf f N tllf.fAE 1 IWI�fK�ll fi
Dn!tlF.S. -
,
:
� PENCIL
� f�MRKS ..�. , :•.
�
�
�y/ MANH E �� '., �, �r
�' �
1NLET ` SCUM . � �� OUTIET
� ,+ •ti;.�;OiJT�ET LEVEI_ .�xir?,� ,I •�� Y
�. �.. ����� �� _ h'� T
_.._ SCUM CLEAR SPACE — ��-;, CLEAN pUT TANK MVHEN�
�; _ — — _� _.. � �• — i '�" �4 IS 3' OR IESS OR -
_ — -- — _ �'�' g 'B'IS 12�OR IESS
� ,_ :�: , ' . . ;:.�* 1 Y�
�'� '� '�' �" '` BLACK COIAR
:�:..,; . ... . ... .
'A� '��� ' : •'. � �' �'� DISTINGUISNES SLWGE
�!`•��:�:• • SLUDGE ,�
�, �'y,,�'�:;;;;;'�.!• . .. . ;`; �,; :; IAY�R FROM LIQUID
c'
.,.. ! i.;,:�
•�r.- • :.d�:.. .�...
MEASURE SCUM AND SLUDGE ACCUMULATIONS
I N THE SEPTIC TANK
� / /
. 9T � . 3
.. ,
. ,
r P � . ��� � .z
�
> � � � �
�� .
z �
� �
�� � � .
�-� . .
�.�, � . h
��; �� � � 1
.
, . . . 964 . 7
. __. �.. , X. . .
. / � . . 3 � � .
J
, � � `��-- . � �
� ; �_ . - . 967 • g
�. /
�,_
_
_ . _3 ,,
. . �
% _,� , �'
. �.p� a�.
( ' -�^ '��I / "'
�
� . '� �� --�—_-_,_,� - -� , ��
�m - ; � �- - �;
. � -.� �
, � �
. , . �
. o � � T `�""�.�,,,��_�1\
M � k�
._..� — . {_� . . � � � `�T E }
h_� r� � , �:o��y � �i
� � �• � n/ y -1'�� ����.
� o� i . .�;: - a�' .
�t `
� -^,�� � •�:ir f. -i-� . ��•
� _ 1 S l ,t�Y.' ',. � �;r / e �p�. \
_ — � ^ � �... -L` ; `.�Cc
I s ���� . ` � � ' �/
. r� h �„���M �j ♦
^ � b
�_ . _ -� ° , �,,� !
� �� � I
�n �
I '� . �
y r �-•";
x3 P �C�,� -i- -�� �is � '
Y� � i :...r..z---• �, • . ,
, ' ' ` ' �1
y M � } �� �'�^ , .
vi
, �9 . , �
• r ,� u' — —O
� + � " I � �
�_o � 4.. � � • �
�+ � o ! t,�
d� u — '' —+� � v
Q � - �a. 4
' �
-----
��.'Y'r� . .
- ��
� � '� �� �� �,'��� �' �'/ � �
���k - ` � � � -
r . � .
. ,
� �,��, �
.�; � � . .