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PAGE 10F 4
In-Ground Graviiy Plan
Index & Cover Sheet
canpa►er�t n�laRual vesig�Refe�enc�s
Vereion�, SBD-10705-P(N.01/01,R. 10/12�j� Z� _Z��
� 1 r
Pg 1 of 4 Index 8 Cover Sheet
Pg 2 of 4 Piot Plan .
Pg 3 of 4 Dispersal Area Cr�s-Section 8�Ptan V'�e+nr
Pg 4 of 4 Nlanagement Pian
Attachments:
POWTS .lication for Revisw
Soil Evaluation R & Site M
Pr�ect Name/ D�cription
OwnerNaune(s): ��re5ory � �u�Q�f� �JhnSoyt p��: g�17 -33� - i 3
OwnerAddress:��13 17. c�1'�.s f�.�c' 1.c.7�ke�an �1.. Zip: �w8�
Pro)ect Address: 1!y 3 -N SG h e l 1 er .
Govt.l.ot: -� --�J4�of —tl�SecGon b .T �/( N-R�E or W
Townsh�rx RocAn�Q 1��kC' co�ur�jr: S�� k�ye,-
�scc r>an���� o a�l 7�l l o S S l0 3
Designer Ir�forit�a�an
o�+��- C��; � ��� S�n Pn�,� ": 7l s -a6� _,��6L�
D�igrwrAddre�: .SD 1' l`� r Ji��r� �" l+.)1i1�� Zip: s�1�`I�O
e-rna�t: c,Qc>Il`���5�,, llc� /�`�e. Coivi r,,�,>:,;�_�-__:,:z,,r.�,��;;��:�,.......,-:,�
I.tcenseNumber. o7a(��,1��
Remarka:
sigr�a,re-
C� S'� oate: - ���
� �� ��.
CNEGK BOX/S APPLICABLE CHECK BO%AS APPLICABLE.
� SOIL EVALUATION o s��: �ao� � � � SYSTEM PAGE 2 OF
SITE MAP PLOT P�AN
PROJECTNAME �o, oesicNr�ow: �I�D cao
���������S Attach design flow calculations for commercial plans.
PROJECT ADDRESS: �� 1 !�_� N 5�he1le�- /�� Pipe Material/ASTM S[andard(TaMes 38��47.30-3 8 384.30-5)
� SanllarySevrer y�� / f U�
BM Symbol: � BM Elevatlon: FT Force Maln: /
BM Descnption: CJ°..V P:^ d'� .�i i�F�c.kt.I K
SlopeGradient %) � �^a'�e"�^�'�'Y IMPORTANT:
( � Weli Symbd(if appficable): 0 arawin9 en eem.v Show grourM elevafion contours a�suitable intervals.
ot Tested Area: � on me approvrlre Arie
7�Se�� C�ti�
/'� /� i�— �— �� �� i�
ot1�M �ja d�3
�
�r �S`,`��je
e" �
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0
u�
SI4'� Hf\
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.,\.
b+so ���� � 5chelle� l�
� I� T. -�
:�y Fl_'-la.,tin��7
SEED AND LOAM TO PROTECT FROM ER0.SION
� � ,►r�,
�— GEOTEXTILE FABRIC
MIN 12" OF
CLEAN FILL
��� �
- _ , _ = 19"
12" SPECIFIED SAND . . ,. .:.- :- SPECIFIED SAND :_.: .:
- � �
6" 24" 12" 24" 6"
72"
2 ROWS OF A42's WITH 6" OF SAND TO SI DES
Figure 3. A42 Dual Lateral In-Ground Cross Section
Table 3
OTHER SPECIFlCATIONS
(continued)
Length of distribution pipe >_ Equal to length of distribution cell minus 2 feet
for components using
gravityflow distribution
Distance between distribution < 2 feet
pipe end orifice and end of '
distribution celf for
components usinggravityflow
distribution
Length of GSF system row Multiple # of GSF units x 4 ft �
Number of observation pipes >_ 2
per distribution cell
Location of observation pipes For flexibility in pipe location, see VII. C. 5.
Design and installation of 1. Have an open bottom
observation pipes 2. Have a nominal pipe size of 4 inches !
3. The lower 19 inches slotted
4. Slots are >_ 1/4" and <_ 1/2" in width and located
on opposite sides
5. Anchored in a manner that will prevent the pipe
from being pulled out
6. Extend from the infiltrative surface up to or above
finish grade
7. Terminate with a removable watertight cap, or
� 8. Terminate with a vent cap if > 12 inches above
finish grade
Eljen Corporation
�' �S� � �� �
Table 2
SIZE AND ORIENTATION �
s 10 feet=Number of product rows x product
width.Product width is shown in Table 2b;two
rows of A42s can achieve a 6 foot width. Units
may also use up 18 inches of sand on each side of
the product to achieve a 6 foot width. For
Distribution cell width(A)° instance,843 units used with 18 inches of
specified sand can achieve a 6 foot width;refer
to Table 2c for configurations. A B43 unit with 12
inches of specified sand on each side can be
placed in two rows to achieve a 10 ft wide cell.
>Design wastewater flow rate s design loading
rate of the fill material=square footage of
product(shown in Table 26),round up to nearest
Required#of Products whole number;Min 5 843 units per bedroom or
6 A42 units per bedroom in residential
applications
Distribution cell length�B)a Multiple#of GSF units x 4 ft+1 ft
longest dimension parallel to surface grade
Orientation contours on sloping sites.
Deflection of distribution cell on concave <10%
slapes
Design wastewater flow=soil application rete for
the in situ soil at the infiltrative surface or a
Basal area lower horizon if the lower horizon adversely
affects the dispersai of wastewater in accordance '
with s.SPS 383.44(4)(a)and(c),Wis.Adm.Code
The designer may use Effluent fk2 in accordance
Soil Application Rate with s.SPS Table 383.44-1 and 383.44-2,Wis.
Adm.Code
Table 2b
APPROVED PRODUCT MODEL NUMBERS AND DIMENSIONS
Product Square Footage Product Width Product Length Product Height
pq2 12 square feet per unit 36" 48" �°
843 16 square feet per unit 48" 48" �°
Table 2c
APPROVED PRODUCT INSTALLATIONS AND SQUARE FOOTAGE
Product Square Footage Installation Width Installation Length Install Height
12 square feet per unit 36" 48" 19"
A42 16 square feet per unit 48" 48" 19"
20 square feet per unit 60" qg" 19,•
16 square feet per unit �'� ��� 19
843 20 square feet per unit 6��� 48�� 19
24 square feet per unit 72" 48" 19"
EfjenCorporetion q1 , � Page 3-A ��� LI
oZL( �n,�;�� x �� �' �,.:t = ��{t�
PAGE 4 OF 4
In-ground Gravity Management Pfan
au�oararrr:
rne own�of tlds in-ground BravltY system�q be res�mnslbie ior Ns perpefual�ou�end mdr�pweuent�v
re4uiremerrts of SPS 382�984,Wlac.AdrMn_Code. Pursuard to SPS 38�.52(�.Wlec.Ad�n.Cade.tl�s eyst�t aheA
ba conddered a human healtli ha�d d not�d'ai aoco►danCe wilh ifds eppoved rt�pert�P�n,
Wrfhe►more.aA in�on and rtmi��x activ�ea sf W be P�d bya regWer�ed PC1MT811W�alner�
accordar�e na�h SPS 383.52(8).WNc.Ad�►dn.Code.
Oesipn Flow s ��S U �d; BOCs S 220 m��; TSS S 1b0 mgL'�; FOti 5 30 mgL''
� � INSPECT EVERY S YEARS
o type af use
o �e of syslem
o miisence fecEors(Le.odo►s.�mer compi�tds, e�)
o mechanicel mffihtndion(La,P�.vahres.s�6d�e&�,�)
o mffier18!Taligue(ia.�eaks.break��at,�)
o sdMs vdtmie fi ar�ic tra�t�nk(s}�d anY detrH�utla��g)�,e..debd�u�on/dmp booc�)
o ne�ect ar tmproper use(La,mccee�g desi9��ed�.�ted a�Ivitles etG)
° dosin9�irrb�-if appRceble�(1.�purtg�B'�Yc�n9+�at aw�A s�tlngs,ed:.)
o elecriicel oomPoner�-if e�PB�(Le.,`ntirin9.conn�.�.�.ilmers,a�r�s.e�)
o distnbutlon tffieral or leteral o�Wt+�r�j (measure la6xai 6sta1 Preesu►e—�e to deaign�)
o surfeCe�+gs�eAluent ar seuu�qe badc-up ir�Eo sfix�ue se�ved
YAINTAIN EYERY 8 YEARS(Or MIe111�ryt)
o �ali 6e pumped by a ce�i�a�e servking operator liwnaed undar s 28t.48 W�.
St�s.rlree►6ie wwme of aoQds in Uwlant(s)�ooeeda one�IMrd(iB)the ItqWd voGe�w�atmdqs)or
es re�bI'lot�l ordh�. Dtsposel af tbrmeMs shell bs purs�nt L�NR 113.Wlac.A�nft�.Code. •
o �ahaU ba InePected�werY 3 yoes�d�be deaned w�hen neo�ary LD remwe erry
eccumWated s��ng to menufaeturer's spea'fi�. A servidn9 P�od xa'A alx�ays be�tl�an 12
moMhs
Syrstem�reports�b�w�ed to tlte aapar beal��g��oa��
SPS 388bS 1A►Isc.A�dn.Coda. peport anY co�ona�t�or mtlhxwqia�to:
Mamea4inavaualoroomperry: �cn /no�nPS�v� -f ��ws t1.0 p�: 7�5-a��- ��S�J�
wce�gov�t�c 5�wre.- C�4:1�,Y �_o� Pn�: 7!S-�3il- £S-���
l.ocalgovemrtrentiadtaddres� �G�o�D �I4:n Sf. S«.iC �� �,iU2••�l ZIP: S`��1�J�
Any defective�t of this sys[em�ali be te�ed.repiaced.or removed puraiant�o SPS 383.51 (1).Ylfiac.Admin.
Code.Rapalr rn replacertrent af feAed or meHu�9 c�one�s shafl complyr wi�SPS 389.W�c.A�nfi.Code.
No P�oduct for d�nical or phys�ai restoratlon of ffie POWTS rtmy be uwd uNess appnwred by 1he d�artrnent in
accordance w�t SPS 384,WtSc.Admin.Code.
in ihe en�lF�at erry fefled treehnerrt c�pon�t oF Ugs POVYiS canrrot be repeired,R d�ell he r�d pursuant to
a plen euWnftEed eo ttre approPri��en�Y tor reviexr and eppraral. A tatled in�graamd�pe�ael comPonerrt may be
a6endorred and reP�bY a�PM�9����t In a pre�detertNned area of su�eble soils.
If uBe of Utis POYVT5 Is dieoord6wad.�ahe9 be ab�btmd in amoedo+ce wrHh SPS 388.88.w�ao.AdmM.G1oae_