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Home My WebLink About1999-011569 - sewer PERMIT ., : . ;�.y�:�No 2�50 �e�iey Pa�cway-�?O. Box 66 PERMIT TYPE: __ �L, _, i��E:S f.�_. Crystal 6ay,'Minnesota 55323 Permit Number: � '�' :'�i i ��_°� (612) 473-7357 Date Issued: _ _ '`_'-:_ _, l3l . _ � . .'.� SITE ADDRESS: �i.�`=��;_� ��:�'�:'`=��:�r �;;� _;y � . . : ��-# i ,_-�._ � � :=F';}�_ DESCRIPTION: �v�-;,.� _�.-�:�,-�;�� =�ti;:,,-��{ .�... _._... , _ _ . . . _:iy':��.!_+i' ,� Fs:," _.�' —`r=i�i'iti.'�. j`{=,� ,+s;��.�� _;�'``r.L'� _ , =4� �;r.::�`,:aE: �{ 1�;9m{�:.w,+l' �itrs;'::. � ;�+t.- t�.�'�� T�?`.{w_•i REMARKS: FEE SUMMARY: ;_��.1__ �}s.r �i•_i�� . _ _ ��i l'i}'"i rF t' _ � :�t�.t-t_ �'_'_' �.__.�.r_ _�tV�`_.._..�j.� CONTRACTOR: -- ;z��-�: ��a:-�+. — OWNER: - - - �.�:v�_.�3 ;�� -�- - -.,�_:,,�� .; �: - __ _ __..._ . r� � fi:_ =,�� , ___ _ . .. .. ._ii, t::��,:E� +_>>:�L. _W :. _�:�;�;�"! _;� �'y�r rs�;�,f; _ . , =;I�;?.� .=;i�+ (°i!_t,�f h'i_!`•_�`. ".. . `,�,'�;r��:�� `_��:�_tf'w_� .. -� _ =�-% ;. _ ___. _ __ _ ._...__ `__��.� � , ��::� .v. ,_. , . _ ... �.._ — -- - — — — —. r�...�F. ;il':� �s::.. . 'Y..__ f. — ' — �d{ ' F� 7 i'�� ii 3 P r.i � . ... ..:�.._.e `Y_� 3 (-�,v, 1! .,`�:,� �%".._ € �_ . .. . . ° _ _�.i . � � �- Yf i.d ,;=:,,_,— —�--,_._ _ "—"` — — a �- — -- [' _... ._. _ .. , . . , _. ... ._. �� t :-` y,'�f� ;-�(`•�E;�{ r�t7'"`.=y°=_ `. '•—� _ _. . ...___ �`#."`��i�. ._. . .:f":`Ti� � _ .�"i3'`?._._.-=i`y>_�`�"w' . __`:-i -�j_.._ _ _. . . _. L r";.� i �� . �, .. . �: . ::' i �:� `: _._ _:i'" _. .f f�,.,`:_f i �. ._ _3. _.._�.. :�� _ » } _ j"'.ww_��F:�.�P Ik_s . . _ . I _.. ... _ _ J � APPLIC NUPERMITEE SIGNATURE ISSUED BY:SIGNATURE t�i � � � - .��i�� , C� OF, .O�O�� SEPTICSYS1Eti1PERi�•IITAPPLICATZON � Box 66 (2750 Kelley Parkway) - Crystal Bay, bI.�I 5�323 : '�i�� /5�. s% "4' /�� JOB SITE ADDRESS: . _ . � � Occupa.nc�• Type: � Residential � Commercial � � Other � . s% Permit Tti•pe: I�'e�v or Replacement System, �100.00 � Repair ExistinD System, � 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees - . *See fee schedule for non-residential permit fees . �c� ^ f�6 �r�� ;,.�•;, �'e-�� Phonehrumb2r: O�vner's i�'ame•�c� �4 rt��w� ( _ � Clfy:S?�� Z C✓,� �A�k- �' ��' N lai l i ng A d d r e s s:_ �c�; u f��y. � FhoneI�Tumb�er: �()r- i 7G 'z.__— Contractor's I�Ta.me: �-k,�� s t 5�-w� _ I 1�Iai1 Address: z�s ��u' Sr S.� City:�>� ��.,� �P� s� lnb . DO �TOT i1�IAII� P��'�NT '4'YITH THIS APPLICATION - GEtiTERAT� �TSTRUCTIONS � � �. Applications for septic system permics may be mailed or submitted i.n person at the City Offices; however, permits will no[ be mailed out. The permit must be picked up in person at the Ciry Offices and work must noc be�in unless the permit card is on the job site. � . 2, Permiu will be issued only to contractors holdin� a City oi Orono Septic System Installers License. 3, All work must be done in accordance �vich the approved sep[ic system desi�n. Desi�n reports are not considered approved unless accompanied by the "City of Orono Sepcic System Approval cover sheet si�ned by the City Inspeccor. 4, : The followin� inspeccions will be required for aIl sep[ic systems: _ _ .. . � A, Pre-i.nscallation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverinJ. a ection is required C. Dra'infield trench inst�llation prior to coverin�. For mounds, insp afrer rouQh-up buc prior to sand placement (sand will be jar tested for silt con[en�), � and a�ain durin� pressure disttibution pipin� i.nstallation in � rock b P• S�tion D. F i n a l i.n s P e c c i o n t o v e ri f y p r o per fmal cover de p[hs and to veri that all umP (where required) components are functional and comply with codes. 5, Iiidividual holdin�MPCA Installer Certificate shall be present durin� inspec[ions: A 2`�` hour notice is required for all inspections. � NOTE: �Applicant rriusc initial all spaces. FilI in all appropriate blanks, check all appro riate boxes. . p � � 1. I have . received a copy of the system design including the Ciry of Orono Septic System Approval Cover Sheet. � ��.. _ . . . �. � .2. I �vill be�installin�Q.��e."followin�:'. � _ . . A. Tanks: ./ycecast Concre[e Other Manufactu .- '�/ Tank Capacities: 1) a�,;; �al, 2 rer�� u� ) Fc�� al. ;)�o�i, - B• Pump Station (if required) Pump make & model /,uL cSl I � z ��P ` (attach pump curve & literature); system desi�n requires 3Sf opm at � 7 feec of head. Hi�h �vater alarm make & model ,,.� (,��w� Outside � electrical work to be completed by installer electrician other . Inside electrical work must be completed by electrician. . ' C. Treatment System: � Trenches: s.f. ✓ Mound Depth of rock below pipe " Rock bed dimensions ,,�p -'x 5�' Drop Boxes � Sand bed dimensions �'x ' - Distribution Box -,-��-„ . Pressure Dis[. Pipe Diam. � � � .Man.iford Pipe Diazn. �_" D. Finai Cover/Topsoil to be: ✓borrotved from site (show location on site pla�)- � trucked in The undersi�ned hereby appIies to the City of Orono for issuance of a septic system installation permit, agrees to do all work in s[rict accordance wi[h the ordinances of the City and the regulations of the State of Minnesota, and certifies that all s[atements made on this application are complete, true and correct: Si�nacureofApplicant: � � . . Date. �^ ��—l� / MPCA Certification No.: �� . � . - � Staff Reviesv: Appr Deni . . � � ReFie�ver: ' � �!�l� � � �----' Date:� Reason for Denial• � -=f �/�� CTTY OF .ORONO SEPTICSYSTEI�IPER��IITAPPLIC�'i'ION Box 66 (27�0 Kelley Parkway) - Crystal Bay, I1��T 55323 : ADDRESS: �� `°� S` `'�� /�� JOE SITE . � � Occupaacz• Type: � Residential` � Commercial � . Qther � Permit Tz�pe: irTe�v or Repiacement System, $100.00 � • Repair Existina System, � 50.00 ` (Tan�;s or Drainfield) 0.50 State surcharge added to abave fees � *See fee schedule for non-residential permit fees F`"�- � � r �y� �-//2 � Osvner's iti'ame•�+ ��,��-�.�w. � � ��s,-c-� _ P�ionei�umber: NlailinD Address: �c�: t= f��y 7 City:Sri. t o�,� f��r't- �P�_ ��- Contractor's I�Tame: �-��;,.� s °f S�-►.-� _ FhoneI�Tumb�er: �7 y- i�� _ IYIailing Address: z�s �� '�` Sr S y�=� City: /yr� �•-�� P� 5��-} p0 \TOT i1-IA1Z PAXIti'LENT �i�ITH TI�IS APPLICATZO�' . GEi�rERA-L -INSTRUCTI0IIS � � 1, Applications for sep[ic system permits may be mailed or submitted in person at the Ciry Offices; however, permits wi11 not be.mailed out. The permit must be picked up in person at the Ciry Offices and work must not be�in unless the permit card is on the job site. - " 2, perrnits will be issued only to contractors holdin� a City of Orono Septic System Installers License. 3, AI1 work must be done in accordance with the approved sep[ic system desi�n. Desian reports are not considered approved unless accompanied by thz "City of Orono Septic System Approval" cover sheet si�ned by the City Inspector. 4, : The foilow�in� inspections will be required for aIl septic systems: _ _ .. . � A. Pre-ins�.allation site inspection to include inspector, i.nstaller, and general contractor. B. Tank installation prior to cover'ui�. C. Dra'Lnfield trench installation prior to coverin�. For mounds, inspection is required after rouQh-up buc prior to sand placemenc (sand will be jar tested for silt conceac), � and a�ain durin� pressure distribution pipin� i.nstallaEion in � rock b P• S�tion D. F i n a.l i n s pection to veri f y pro per fmal cover depths and to veri that all ump (where required) components are functional and comply with codes. 5, Iiidividual holdin�MPCA Installer Certifica[e shall be present durin� inspections: A 2`�" hour notice is required for all inspections. NOTE: �Applicant rriust initial aII spaces. Fill in alI appropriate blanks, check all appropriate boxes. . ,.�� - '� �� I. I have receiv ed a copy of the system desi�n includin� the City of Orono Septic System Approval Cover Shee[. • ��. _ : � . .2. I �viil be�installin� � �ollowinQ:,. � �... � . A. Tanics: - rrecast Concrete Ocher Manufacturer,��f��✓ Tank Capacities: I) �,� gal. 2) rc�,�;� �al. ;)� Q2L. a � - B• Pump Station (if required) Pump make & model �L c�S? i 1'z ��P ` (attach pump curve & Iiterature); system desi�n requires 3� gpm at � � feet of head. , Hi;h water aIarm make & model _ �;,.�. (W•-� Outside • electrical �vork to be completed by installer e/ eleccrician other . Inside electrical work must be completed by electrician. ' C. Treatment System: � Trenches: s.f. ✓ Mound Depth of rock below pipe " Rock bed dimensions �'x 5�' Drop Boxes � Sand bed dimensions �'x�' - Distribution Box Pressure Dist. Pipe Diam. _L" � _Man.iford Pipe Diam. 2 " D. Final Cover/Topsoil to be: ✓borroived from site � (show location on si[e pian}- � trucked in The undersijned hereby appiies to the Ciry of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance �vith the ordinances of the Cicy and the reguiations of the State of Minnesota, and cenifes that aIl statements made on this application are complete, true and correct: � � Si�natureofApplicant_�� ; � . . � Date: �� 1 �—� % MPCA Cercification No.: �,� � � - � Staff Reriezv: Appr Deni . � � ]E�e�iezver: " 52.:,� Date: � � . . . �-- . � Reason for Denial: �Westwood Profe�>sio�ial Services, In� � ,� � 104 Marty Drive,Suite 3 � �� `� Bu(falo,MN 55313 � Phone:612-682-2587 F�x�6i2-687-2539 j)�Ct;IT1bf;C�7,��)�)� Toll Free: 1 S88 681-Z587 Email_wpsC�?westwootlps.com i)i��rsitied Construction Sandv Huuston 7010 HWY 7 St. L��uis Park, MN RE: Septic System Site Plan For Barnum Residents on Lot l, Block (, BAYSIDE H[LLS. 1.)ear Sandy: �I�his proposed on-site septic system was desibned for a 4 bedroom home, with an estimated flow of 600 gallons per day. Due to mottled soils at a depth of 14" in the primary site, the primary will need to be a mound system with 22" of sand under the rockbed at the upslope side. The site in which this system is proposed has a average existing ground slope of S°/o, and percolation rates ranging from 7-14 MPI. The rock bed size will be 10 feet wide and 50 feet long with the overall dimensions of the primary mound being 80 feet long and 442 feet �vide. An alternate septic site has been shown on the plan to show that there is enough undisturbed area on the lot to support another septic system.. This system will also need to be a mound and will not need to be �c�nstructed �inless the primary nie�und tails. Certain precautions will need to be made to protect the areas in which the above referenced septic systems are proposed. Both primary and alternate septic areas have been or�vill be staked ofF. [t is critical that the soil is not disturbed before, during, and after construction of the system. These system should treat the septic effluent effectively if the system is installed properly and is maintained properly. It is recornmenced that the septic tanks be pumped once every two years. This ��ill reduce the chance of solids reaching the mound syste►n. It is also recommended not to use excessive amounts of chlorine, soaps, and chlorine products which can kill bacteria in the septic tanks. This bacteria is needed to treat the septic efFluent. If you have any questions in regards to this design, l will be happy to ans�ver them. I can be reached at (612) 682-2587. Sincerely, WESTWOOD PROFESSIONAL SERVICES, INC. _ -�/v1 Bernie Miller Septic Site Designer MPCA Lic. No. 43 Design�ng the futwe ioday .since 1972 • �� , �/h'I e�/'� �P � .G S� • MOUND DESIGN WORKSHI�:I 1 (F��r I�l�� u�, t�, 1?(IU },��c1) r7 — —_ __—__-- I---n--E�I .��1^� -- — �---�—��------ -- �, f wmarrd Stwagc flows�n(iallun��x�da�. pr �i .-------- -�-�7----_.. ��.�t��c��i Q U _ _--- — (�r�� Numba ITypt I Tyrc[1 i Typc 111 TyPc c�r measured ------ x 1.5 - _ _-- �'-pci '}s�`��n � rv _ � � � - -- ----- �--- I : � zzs i so � f� SI:PTIC 7�ANK LIQUII_) V(�I.UM�:S ' '�" 10° � `''� �` i a t�oo i�s :5� °il� p� � S 7x) ax� � zva i p�G✓��C/�—___ �allons � � � voo s25 � ,�z ' ��x� inx� I EOo � a7o t[;. � i zIX) j 675 � �(}8 � rIt I i.��iu,m�u �_�_ �C)lL� refer to sitr evaluati<�r1) � • � ----- ------=------ � , <K T.� .�xi�� .�.�, 1 D�pth to restnctin�; layer = -� -- inches -� .-�_ fE�et �yw��,�k,,. ?. DPpt�l (�f PE'ICOl�lfl()Tl tC'�tS = � Z— -- v��•�,�,�� wn��,Y,.o�,��„e tW„a�c.�ry.,,v� �„u,m:��w.� 5 ��i�t�� HNn.�m� (��pac��y guAag<iLSP+t� I�hins�h 1 - '•+4st 15p 1125 IS00 3. Texture ��2Y"� I ercolatron rate __7_--L� nlp� ',.,. �� :o«, 1��h 1 S00 _'2S0 )000 4. Land slope .�` % �.K•,�� , �� ll. ROCK LAYER DIMENSIONS l. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = � gpd x 0.83 sq_ ft_/gpd =�� Sq. �_ 2. Select width of rock layer (max 10' if <120 mpi max 5') _ /� ft. 3. Length of rock layer = area =width = ,o oo, oe .-a� � oaa, o 00 o e �o 0 D �� sq. ft. - �_ ft. _�_ ft �°S�°o�D�D.�o ot�° o doPaoo:a�e �A °-be�ae-o0n��n� ip� -� WldLLl //� T7 Qo-oa��o�s+ s'flO��O�pOD �D s� eD a _L.�_i� <120mpi <10' �ngth � � � ft� E. ROCK VOLUME >120mpi <5' �� l. Multiply rock area by rock depth to get cubic ft>et of rock; 5� sq. ft. x �, ft. _� cu_ ft. 2_ Divide cu_ ft. by 27 cu. ft_/cu. yd. to get cubic yards; 5� cu. ft. = 27 = /�•�_ yd- 3. Multiply cubic yards by 1.4 to get weight of rock in tons; ��yd. x 1.4 ton/cu. yd. o?_� tons. F. ABSORPTION WIDTH n�o�000 wam s�T�bie l. I�E'_ICO1dt10Il I"dte 17l t0�7 l� lI1C�lE'_S �f SO11 1S ��TT1�71 F�rro:anooR��n Gall�, Ranoolqbs«poo� 'T'eXture_1��M _ M�nuta per Inch Soil 7czcurc po day po w�dth to Rock (MPI) squarc forn lavct Widtt� Fiutr thao 0.1 Coatic Sand 1?G 1 00 2. Select allowable soil loading rate troizl table; o��o; F�a'�,d odo �o � b�o I S S�ndy l.<>un 0 79 I SZ gpd/fr' 16io30 ��, o� ��, 31�0 4S Slc l..oazn 0 SO 2 1p 4A�0 60 Clay Loam 0 45 2 67 60 to 120 Cl�y 0?a 5 W .,- Cal�ulatf> a<jsc�r�>t;�>n ��i<�tll rat�� h�� ji��c�int; r�,� !� 1::��c�� s,��ar.��o <�� ,�� x, I I � l��aciin� rate of 12O �;pd/ft2 h�� all��wable soil 1�>adin�; rate; l 20 �;��d/f t=._ C�_•6 gPd/ft� __ � �j -- -- I �� '��lulti�,l�' �3�1:,��i��t�<�� „ i��th t.�ti�� 1�� 1. L��'�� -,�i�itl; t�� ti,��t �� r�i��uirE>d ads<�r��tiun w��ith, �-- � _1� f t -- �� t t �; I >(�ttilN�I.()l'F�: B1:IZM W 11 >I�1 { �,�,,,,, , ,,.,�� 1 1( landslc�pt� �s 1% or more, � tiubtr��t rc�ck layer wiclt}� fr�tr�� <�c�sur��t��ri �n��th�� , � e,.� �o� _.� .�>�'_ . t Rock I ,o.ee tc> obtain minimum dc�wnslope berm tue '°a� � C lean Sand � �-Q � - _� ft = _��_ feef �aturalSo�l . . . �� I�'�{'soil Calculate Minimum moiind Sizt� i -- � � -- . �.m...�o� �. � __--- �l. ��EtC�rIT11Ilt (�E�t�l C)f C��'c3I1 ti�:Il�� fi�� .1� I,�n1��F.c Width Downslopr Wtdth � ups(o�e ed�;e <�E rock layer - _ ` _ _ -- — -_ _ _ - ___ _ __ --. _ Rod tN�dth p��hun W�dth tit�aratic�n 3' -�Z _ ft = __�,_8_ feet ` -- _ --- - 1 b. Add depth of clean sar�d for separat�on (2a) at upslope edge, depth of rock laver (1 fvot) tc� depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; � •� ft + Ift + lft = �_� feet --------- c. Enter table with landslope and u�sl3p j berm uPSioPe w;acn � ratio. Select berm multiplier of . � d. Multi 1 berm multinlier b U S10n e I71pLlIl(� I Upslope Width poo°o;�?onb,�Rock Bed �o;>oeb:n a Upslope w�dth P Y t' Y � C � a< Width ado-doo�o height to find upslope berm width: Ba �600A'. � � p°°o°ea e _ QBOp�n'4°p� a °. a o a o { L o P aP �4au_eu° QoQoBp.e I ��x 3T.�3= �2.�7 feet -� _ 1 e. Multiply rock layer width by � � landslope to determine drop in elevation; � Do��o�wacn _1�x�% = 100 = Q,�feet Ab��tion w�acn � f. Add depth of clean sand for slope rowl L,ec,gct� difference (2e)at downslope edge, to the mound height at the upslope edge of rock layer (2b) to find the downslope height; �.� ft + O.�'ft = �feet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of .S. � h. Multiply berm multiplier by downslope mound height to get downslope berm width: �� x S.0 = o��eet BERM SLOPE MULTIPI.IER.S i. Compare the values of step G.1�_ and Step G.2h�).� �a DOWNSLOPE UPSLOPE Slop� berm mutdplieis for various berm mdtiptiers for various Select the greater of the two values as the �o � �,��,ti� e«��,ti� downslope berm width; a I• �—feet _ j. Total mound width is the sum of '' ' ' ' ` ' h ' ' ' � ' ° ' S � 6 � ' � k '� upslope berm (G.2d) u 3_o ao �o au ,o �o ao su a�� v �c� � ;-� � t% <30 6.3€ ?S3 291 3.85 a 76 S ti6 6 5a ;a� width plus rock layer width (D.2) '- 319 � �s S56 68� 8la 283 370 a5a 536 6la pq�? plus duwnslope berm width G.2i); � 3 3o asa s.sa �3z a se z�s 3s� a 3s s os s�v b as I2.� ft + � ft + I- ft = �Z feet 4 3 41 4 76 6.25 7_89 9J2 2_68 3-45 4.17 4 8a 5 a6 6-06 k_ Total mound length is the sum of upslope s �s� s�� 6�; s s� io_;� z bi 3_3z a oo a b� s i9 s�i berm width (G2d) plus rock 1�3ver Ic�t�t;th (D.3) �� c.� t ,<, ; ;o a �� i-„-, � s� 3�3 iss a,�� : 5�� IUS ��ti10�)E' v27Tll Ch'1(jtll ��.�lj�, ' � 1 K(i s <<, ;�,v i0 +a I i 7-t :.tt; � I? i.?0 a?3 s 7p 5 li �(/� I �t � r1lL_. ft �+ _ ft =- ��__ f��l r� ' �'�� S8k S >� Il �a ISv� 2sJ 30� 3S7 a05 4so axk `a � -7 1 I h.?� 4 Oy I 3-fk 12i v2 � 2 3b 7 9a 3 4S 1 90 J l0 a h� ------------'—�--- io i � �v r,��i in�ro i�ai ��i �3i �h�, ;�,� a �� a ._ �a.: �'1I1d1 �IIIIE.'I1S10I1S: �� , ,s ; i.a n ii i:r., �u�a _ ,�. >>s. �_, ��,i ;v; ; :�, � i I_ �n�, 1 bv I:.SU ?I a t 4 a 7 S Z?I :7U l I 2 1 4Y 3_8U a UR , y� � �o ' , I X -- _ ; -- - -- -- ---- �NC1 �Nldwnd NI a�ld�0� dwn� � � ,,___� �—OO-� �� I N�'1 �N dl � /�6 JI1d�S �Nldwnd �� __ � r, _ - — �;�, ►,� --__ `. ,--, -= � ,�._ II �; i � �_ — i j �; � ,� , � � � � �v�r�� _ ��=:, I ! � �__-_ :,i, I � i j I� - - _ _ �,�::_ ;,��_;;�s c��,s,a �,csens �' i � � - - - `� �V� II -- - _ � _ /� � ��MO i U � � �-�, _ v_ ,=-- J 1 �- � Sd 1 ;�, `� � � � � � ' - --�- �� .�_�; �,.----� - �- � �°= S��OHNdW �� REDWO��, CED OR WATER TIGHT & �OCKABLE ELECTRiC BOX TREATED PQST�4 x 4 min) PLUGS OR E�ECTRiC CONNECTIONS ��NSIDE gpXR�C CONNECT�ONS MADE 2" PVC CONDUIT SCHEDU�E 84 q -�-- MANHOLE COVER CNAINEO & LOCKEO 6 SPACE SETT EMENTER CORD FOR S�ALED MANHOLE RINGS � FINAL GRAQE ' - AT LEAST 12" ' � �� BELOW GRADE � W1RE FROM P01NER SUPf'�Y .: PIPE IS LAID ON A UNIFORM SLOPE FROM /DQO � 2f/ar� F� . pUMP STATION UP TO SOIL TREATMENT AREA , FOR PROPER ORAINBACK SEALED TANK COVER �-- IF PlPE aT TANK MUST BE I.OWER THAN UNION. TO GET ELEVATION FOR DRAINBACK, P�ASTIC ROPE OR CHA1N A �/4 INCN WEEP NOLE MUST BE USED WITH ANCHOR aLARM FLOAT ON SEPARATE WEEP HOIE ELECTRICaL CIRCUIT � NOTES� ELECTRICAI. WIRE FROM POWER SUPP�Y START l�y� Q _ � MUST t�OT RUN OVER ANY TANKS BUT — - �'� MUST BE LAID BESIDE OTHER TANKS as - aa� J'G l�ons �e; 3M� `� AND MUST 8E PLACEO IN CONOUIT y��;e se-+ G-� �I Gyr-:,Gs PQ� day AI.ONG POST SHUT- OFF LEVEL.� _ E�ECTRICQI. CORDS FROM PUMP aN0 �--,��es �0 5'a� �r�'c��a�N h � � FLOATS MUST 8E RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUNC PUM,P CONTROL FLOAT CONTACT. 000 : ; Fi�ure F-8 ('IZES_S__UIZE DISTRI�_U"Tl_ON SYSTEM �,��tc�xtiif� tabn� 1 �c�lE�c�t niimh�r ��f F��rf��ratecl l��tE�r<�I� 3 - --— ---- ------- - i., .. - - )uartrr ini h rrf�irahons s�.aced�?l' ��"' -=---- • �—— F 2- St�lect pert��ratiotl spacin�; �_ __3__- fret. ��••�,t n,��, -- - -- ---- , 3 Since ��ertc�rati��n� shc�uld not hc� pl<�rc�cl �Ic�ser tharl 1 ft_ t�� Pt>rt S�z�,1�;7;�� ;-�� Perf 5pacinK 1.5'-� thr t�d�;e ��f the rc�ck layer (seE� di<��;rarn), subtract 2 ft. fr��m thc� r��c k lavrr lE�n�th_ �� - 2 Tt. _ �{_� feet. Rock layer lenRth �---- -- =�. Dr�terrnine the number of spaces between perforations. R��`��u«'��' � Di�-ide the length above by perforation spacing and round °iH"`g� ;.� ��, ��. � (feet) � do�vn to nearest whole number. _ 1.Oa 0.56 0.74 Length perf. spacing = y ft. = � ft. _ �_ spaces 2.Ob 0.80 i 1.04 �3� �2� a.Use for single fariuly homes b.Use for all other applicahorLs 5. Number of perforations is equal to one plus the number of perforation spaces . � S aces + 1 = I � ��number of quarter inch perforabons pe p perforations/lateral lateral to guarnantee<10°/dLschar�e vanahon Perforation 6. Multiply perforations per lateral by number of laterals to Sp e jg 1; j 2 2 get total number of perforations. 2,5 14 18 2� 3 x �— _ _�1 �erforations. �.� 13 I �% ' -�E, 'ateral� perfs/lateral � ^..} �^) �� j )�_ � L � ;. Determine required flow rate by multiplying 4.� 11 �5 � Zj number of perforations by flow per perforation 5.Q 1Q 14 22 � �L,� perfs X gpm/perf =�aPm. wn�co�o �ocnnn nr no oF vsrtswree asrmeuran sYsreM � �� n` \�� _T_,�, �_- �'�_�•�._r 8. if IatE�ral� are connected to header pipe as sho��n on upper _ � ��' example, tc� select minimum rec�uired lateral diameter; entc�r � � " � � table with perforation spacin�; and number of perforations ; ;=%'� � ,,,.�-`' � �-`�~ �' per lateraL Select min�}um diameter for `�� - �'`"� perforated lateral = �'.i� inches. �'� � �� ... + a �aw.au�ic.... , .+czuw� o�s�o.,n��„.. ...,.�. � ..�.......o...,,...�. �_) .c :'t��o� ��y.,.,> ' If E�erfuratec� lateral system is attachec� tu rnanifoJ�j E>ipe nc�ar .�". ��-`' ,_" , _ th�� center, loti�t�r diagram, perf�>rat�c�d lateral length and ---��',-:,,,w-.�--,��-a ��,�� _ _ . . ;\ = numhc�r uf �E�rt�_>rat�ons per l�jtf>ral ��11 1>�� a�1.>rc�ximai��l�� c�nE� _ � "' - �;� ��, - ��,z" ��:.��,�::.� half of that in step £�. Usin� thesc� ��aluc:s, select minimuin �„��., � ,� �" -�� di�m��ter f��r pE�rfnrated later�il =- _�--�� inches. _ ,.�'`'' ,,,,�,�,,,,_, �1�' i� i�� I'UMI' �ELI:S.ZISIN 1'I�CIC:LI?UJtt [HJ f�fRfMtAllf� ry n 14�7{�MA1� l_4TFRAl A. I)ctermine pump capacity: �` � Gravity Distribution ' �� - 1. Min►mum su�,�c�►td is 6(Xl�allons Ex�r huur l lU};F�n�) t�+ stav ahc>ad c�t � --"----�� — . ��.....,w�m.� �d,., water usc rate. � � �-�.��.- /��,"��„a,v.,o„�,,,,,, --�.,,.r�� ..,' 2- Maximum su��ted for delivery lo a cir��p kx�a c>I a h��rne system is 2,7IX) �'�- ��`"�I}-�b��.a...�.�o�,, �;allonti per hour t45 gpm)to prevent builci iiF�of E�r��stiure in dre>p box. ,.,,--�` ,,,„ � �--T- _�, „o„ 1z•„ �ao. w�a� ___ � or p«.i,o-�« F:'oi�1^_f__.__._� � Pvwrm�w�.lom�.e o� YreSture I�istibution �� ,,,,,e„„,,,,,�, 3. a. Select number of perforated laterals __ _ _ -�-- - v b Select perforation spacing= feet. � �.+.•.d�� P,.o..�.�,,,.a 6.en..vwv..y S.o..e 1 up.. c Subtract 2 ft_ from the rock layer length. -2 ft_= feet d. Det r''�mi�ne the number of spaces between perforations. Length perf. spacing= ft. + ft. = spaces Required Perforation e e. _spaces+ 1 = perforatioILS/lateral u,gauons pa n,;n�t (�gpn� f. Multiply perforations per lateral by number of laterals to ��►,��e et total number of rforahons. x - F��d '�z m�'"' ; ad� g Pe �,�n,. �,�-Q,,- perforations. �f�� - � X s��+- gP�- I.Oa 0.56 0.74 SELECTED PUMP CAPACITY__�_�_gPII, 2 (�� gQ 1.�4 B. Determine head requirements: 1. Flevation difference between pump and point of dischar e_ a_ Use for singie family homes �(,r'Z feet g b. Use for all other applications 2. If pumping to a pressure distribution system,five feet for pressure mquired at manifold if gravity s stern,zero. ��feet �. F�riction loss a. Enter friction loss table with gpm and pip�diameter. Y�pc L.�,get, Read hiction loss in feet per 100 feet from tabie_ � ' F.L=a,o� �/100 ft of piPe Point of Discharcc __--- b. Determine total pipe length from pump to discharge �ev��D�.��T point_ Add 25 percent to pipe length for fitting �D 1 loss,or use a fitting loss chart. Equivalent pipe ' len�th- 1_25 times ipe length= _��x 1 25 =___i��(c'c�t _ F-18b c Calculate total friction loss by multiplying 1.5 inch 2.0 inch 3.0 inch friction loss in ft/100 ft by equivalent pipe lenr;t't; sF� F^�'�,�°��oo rt ar p;a Tot�31 friction loss= _�;3S X 2.U6_+1t�= 7, p �o o.c�y o.20 4. Total head r uired is the sum of elevation diffcr��n�r� __ feet �� 0you 028 � I 14 1 ?`: (�3x � s�x�c�ial hcad rE�uimments,and total tnchc�n lo��, � lt� � i_��> � u_ah i ]F IOi 0(>O i I s _ i -_ s, D + 20 247 0 73 � 0.11 �' � 7� 3.7� 1.11 O.1G � (1) (21 (3c) ?0 � 5.2:) 1.55 0.23 � 3S 7 9(I 2.Ob 0_30 �lU I1 (17 ?.(� 0.3c� TOTAL NFAD 2�-Q fect � �<, 1: 7� l ?8 0.48 � SO i'X) I 0_SR ' ' �� 5', � 4 76 i fl 1U i C . 1 um}� S.�lecti��ii i �.�� t�� I u_t;_ � i -- - E ----- _ __----------�-------� � /�(� 1 /� ��lim� miist �� elr��t��3 tu �i��lit��>> ,�t 1��,��.1 � , .Jll );{'�n (`��r�� /�) ��'ll}1 ,31 1� �.�.i 27.d fr�•( i31 t��t.ii I��'.t�� (`�?i�}� li� � i I —. ._..----------------_.._—--- LAYOUT OF PERFORATED PIPE LATERALS FOR PRESSURE DISTRIBUTION IN MOUND �j- FE�FORATED PLASTIC PIPE ,�. ., ` SPAc�NG - P�RFORATIONS SPACED 36" /� F*�� C�.' �C�NTER. PERFORATION RFORQr�o �� 1AY BE 3�16� 7�32� �6" �4 PE U � � � ��R I/a'i `� 2"MANIFOLD .--� P I P E �-�'� �i� �\ - '- �E�=rORATIONS ON 80TTOM OF \\ PLASTIC PIPE � i ��, � .; �; �` _ �\ = ' _ _ _ _'_. 1 ``� (ALTERNATE LOCATION /��-, OF PIPE FROM Pl1MP) i %�� -. �_ ._ .�o �� 4��, � , � LAl ERA` �, p?'� � TEp _ =��'��/ PERF�RA PUMP NG c�AMeE�l �� NG�N pF / �E _ ..y ' � } i, l_l1YF_R OF (�t OTF X T i� E_ i t_(�l1��1Y ;l1N(� C�1f' F�'1(tf�IC � ;` F'E f�F C�f�n f E U l ArF�:�RAL GRAiS LOVER ��`� � �� ;�_ E� INCHES CLEAN SANO FILL ---�.�, '� - �:-_� - . _�`, TOPSOIL "__ � \ �.��- �' � �'\ _._�_ __- ,`_. .� ��;� _ MAXIMUM - ° " `�LOPE ° } � -- j'� � � � -��:_ � _ • �L�k `�. � , 3 TO i ,�� ?3 '� i.g � } �� t �" F�o '� _ � � -- -- - �_ . � . ...----. -� -- � _ .,,_ � ._ . --f,--�-----; -�-v-,.c�-. �� , , _ _ C L E A N C K " �� i OP;OI L �� PLOWED OR 1�� TO 2 '/z INCHFS _►_--. ---------- D►S K E D S U R FAC E -�� :;�—-- ---- - - - - ----� �/o S LO P E :''��'* SUBSOIL Y�:� . �c: � - , cRoss sECT�oN a - � PIPE FROM PUMPING CHAMBER �,�`, \ \ 1 1 I I � � � i ' % I _� w � � � � � � � � Y „ ; ; / ; ___ ho ' - -- �-- - - � , -- --- -- �� --- _ -- I ' -- � � ; PERFORATED ' ' T I ° --_ LATERALS --�� ' � � - � � � , � �y ; ',� ; , � i ;� -- I �'� �� ' � u � - � �__ � ` ' ' � � - � , , ' ; � � _ _ BED AREA --� � � ; � �-- � 5;-� � ---- I � � ! ��' L 1 // � �L� 1 r � I � � � � J , , � _ , , � i � o A � - � � � � w ' � w _ A , _ , _ � m , --- � v � v , I + -- -- - -- -- � Z � Z � - - -- — , _ � 20 �--�%�-� -� c �__I _ 2O � -- INCHES ( � � � � '� 1 jNCHES � � � _ � � I � � � - � � , � � -- L � � � I - �/.� _ �__ -' -- �— -- - _ _ - D�K E ---- -,-- .�O F�F E T -�-- -- DiKt 12�7 __--- __-- --- T O T A L W I D T t-i - � yv-2 , , , _- ,_ �_�--- ._ ---_ __- P�AN VIEW /-�1,4�,� z� ��-s;� � MOUND [�ESIGN WORKSE�E�:I:"I (t�<�r I�l��vs u�, t�, 1?OO ��,��1 q / --------- ---- -.. _----- _ _------------ 1�1. F1,l�W , Lcutna�rd Scwagc l�lows in(�allum�xi dav i � ) �Stlinatt'�1 --��_ �pd �Numt� I Typc I Tme U Typc Ul Typc - �,� � '►�''�„� tv ��r measured x 1 S r�ci i , _ -- -- - --- 11R �-- � : J00 22S 180 (3 tiEPTIC TANK LI�UIU V(�I.LlME� ; ; �, ,�' ,s� �,r� 5 j 7R) ax� � .vs i "y�, aG�/O�___ �allons � � � �� su � ��, r,�Y� iox� i � � ,�o ' s rza� � h�s ' uw ' �i�`i" <_�- �l)1!_.� (refer to site evaluatic�l�) � ; _ � �<<��v» z �r.��—.�,-�� .��; 1 I�epth to restrictin� layer - � _ ___ inrhf�s _ �-_-_ fE>t't ,_.y �,�.,,, ti�.,.x„�� wa�ro �, 2 I=)epth of percolation tests = -- �Z---- ��,.,.,m, `'°""' `.`".�"`�"ry "' W""`� �'h _ iIlC�1E'S ��v,a�y �ue��m��y i r .�r ,�- Z E_'Xtl1I'e Z/�'�) �erCOldtlOil tdtE' / / � �•'a, �so iizs ��cx� �--- Q_ .l---- ITI�)1 . �000 isa� :oa� 4. Land slope ___��_% 'x,;� �� ;� �; D. ROCK LAYER DIMENSIONS l. Multiply flow rate by 0.83 to obtain required area of roc layer: A x 0.83 = }�gpd x 0.83 sq_ ft./gpd =�U sq. f . 2_ Select width of rock layer (max 10' if <120 mpi ma�c 5') /d ft_ 3. Length of rock layer = area - width = op o :6a aoao eo o ;� S�O Sq. �. — _/V � — _� � ft_ �:�aa nD�dDD�� e��da D Qaoa.00 dc e e o � v ��oa oc o n�cD yp.. Width /� ft �P oDODODOD a oo ` <120mpi < 0' Length�_ft� E. ROCK VOLUME >120mpi < ' � l. Multipl5�rock area b�- rock depth to �et cubic feet of ro ;SCY� s ft_ x q- � ft. =500 cu. ft. 2- Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �5 � cu_ ft. = 27 =��yd- 3. Multiply cubic yards by 1.4 to get weight of rock in to /��yd_ x 1.4 ton/cu. yd. _�tons_ F_ ABSORPTION WIDTH Absorption Wdth Si��o Table 1- S f.'ICO1c3tI0I1 Tdte 1T1 t��.1 l� 11lC�lt'.�, Of 5011 lti�� 771P1 F'rn.HanonR�ccin G�ll«u I R�noo�nbxrj�eon . TE'X�llre �� M��u�cs pa loc6 Sal lcztwc pcs day pQ w�dcti�o Rock �------- IMPI) iquarc f«n Lavo Wdch F �cr dun 0 I Co�rsc Sand i.20 1 OC� 2- Select allowable soil loading rate tr�m table; o��o� F,a's�,a od°o ;o �q � 6 io IS Sandy l_oacn 0 79 I S7 f��2_ gF'd/f t� ie�0 3o i.�, o bo z o0 3 i�a as s�i��.�, o so z.w sb�0 60 Clay Loam 0 45 2 b7 �0 1 ZO Clny 0 24 5 pp ,. C�al��ulatc� a<�sor��tic�n wicit}� r�3tir, ht� cji��iri�n�; r<�rk 1�3vf�r s�" ��a„��o �� ,�� ,«� � I � i lc�acjing rate of 120 �d/ft2 by allc�wahle st�il ]c�adin � rate; 12U �pd/ft�' �- ��_ gPd/ft1 - __•Q- -- -1 !�'li.1t�}�IV� .�.j��tE,t;u�i �,��I1}�i r:jt�,� 1�� >� 4. I,�� •i�ith t�� y�a�t rr��uut�� dcls��r��tiun ��ilh, , a� � �Q rt a�Q r, �;. I �(�1��N'>[.()1'I: }3E1ZM WI I)"1�} { �.�,,,,,� < <„-��, , • v 1 If landslo�>t �s 1'% or more, � � sub�r,�ct rc��k layer �n�idth fro«� a��s�>r-E�ti��n ��i��th � �oA o00 ,o �1 t�> obtau� minimum downslope berm tut� ` R"`'` � '°�� Clean Sand �`i ft - __l L� � _ �_ feef Natural Scn1 6"ToPso�l 2. Calculate Minimum mound Sizt� --- ------ i - __�.m o�--- _--- a_ Determine depth of clean sand fill <�t I ��rr:��,F.�w,�,�r, i��,sio�w,drr, � u �1� �E� ed e c�f rock la er: � � _ ____-__ --- ---- � P� F K Y -- ------ - - --» �.u�k W�dth Absorphon W�dth � Sc�paration 3' - C- Z Et = L__�_ feet ` b. Add depth of clean sand f�r separ��t�c�n (Za) at upslope edge, depth of rock layer 11 f��t) to depth �f cover (1 foot} to find the mound height at the upslope edge of rock lave ; .�,� ft + 1 ft + 1 ft = 3�8_ feet � — _____ c. Enter table with landslope and u slope berm uPsioPe w,dcn i ratio. Select berm multiplier of � 7 � d. Multi 1 berm multi lier b ll S10 e mound Upslope Width bQo opODQa,�Rock Bed �o,00ab�a Upslope Width P Y P Y P P � a< w,a�, e �� aD ev;aa4 a> �o p��oab s height to find upslope berm width: aPo o��do'P p�68U�sU 4 Qo�onb y 3•5 7x 3,� - 1�. � feet � e. Multiply rock layer width by 3 � landslope to determine drop in elevation; �° ��io�wacn ��x � %= 100 = �� feet .ab��tio�w'a�n f. Add depth of clean sand for slope Tota1 Length difference (2e)at downslope edge, to the mound height at the upslope edge of rock layer (2b) to find the downslope height; �� ft + D�3 ft = �_feet g. Enter table with landslope and dotvnslape berm ratio. Select berm multiplier of �I , S y h. Multiply berm multiplier by downslope mound height to get downslope berm width: �.� x y./ _�� feet BF.RM SLOPE MULTIPLIERS i. Compare the values of step G.1�_ and Step G.2h /�- 6 �a nowxsL PE UPSLOPE SI° berm m�ltipliers r variais berm mdtiptiers for rarious Select the greater of the two values as the �o% �,�� °d� ��,�ti� downslope berm width; �� feet -- � Total mound width is the sum of -' ' '--� ` � � � � t � � � � 5 1 e : ; � 8 � )- �� 3-0 a_U �_C� o C7 ?0 3.0 a 0 S 0 6 0 7_0 2s o upslope berm (G.2d) � 3.(N 3 17 5-36 6.38 7.53 2_91 3-85 4 76 5� 6_S4 7 4l width plus rock layer width (D.2) , 3 I9 q 3S SS6 682 8.14 2$� 3J0 4.54 S36 6J4 (�� plus downslope berm width(G.2i j; , 3�o a sa s_ss �_3z a.sb ��s 157 a 3s s os s�9 b.as � ft + � ft + � ft = �� feet � j,i a�c; bzs �sy 9.7� z6s 3a5 ai, ��nn sab bob k Total mound length is the sum of upslc��e s �s; s�,c� e�, g s, ,�„ z�, 3,z ,a, ,6, � ,� s,� berm width (G2d) plus rock lavt�r l��n�;th !I�_.�l �, ?�, t ,r. - �.� �a,h �zo� �sa ,,�s �R� ,,; ��; t:; plus Upslope bern� ��ic�th (C� � i}, ' , � � ' i z Ku < �P 7 t,y i0 1: 11 73 �4h 4 I2 i_7i� 4 3: 9 70 S ,_ �__ ft + �j�_ ft + �� _ tt -- �Q feet " �v� ssx a >� ,� ta i5vi :�a: �o� 3�, a05 :av ah;; 'a 7 I 1 b:S V(� 13(W I8 9? :)6 �94 ?a 5 l 9(1 -7;t1 a bt - -- ----------- ._.__...__- - I11 -7 -`4 h O; IU(hl I S lKl '1_l�i ?_11 ?.Rh . -. i ' l I. :.1-: Final Dimensions: �: ,.�r , ,a � �� ,��. ��a, ,�,, ��x a;� ,�; ,vs : :�� Z j rz a�,v 7 a� i�50 21 a3 4�75 ..:I �70 3_I� j 49 3 8o a Ori —�_---- X � -- � ', Westwood Professional Services, Inc. L O G S �F $�� L B O R I N G S ❑7599 Anagram Drive 0 104 Marty Drive, Ste.3 Eden Prairie,MN 55344 Buffalo, MN 55313 612-937-5150 612-682-2587 toll free 1-888-682-2587 FAX 612-937-5822 FAX 612-682-2639 I,oca[ion ur Project [)ivcr�itied Cons[ruc[ion 98811 Date_ 12/16/9t{ }3�irings ma�c by Rub S��i�se Classihcation tivstem: .A 1til fO USDA-SCS t I Initicd Other Auger us«i(check hvo) 1ltinel � or Power 1-�light or F3ucket \ Other Depth Boring Numb�r Depth Boring Number in Surface Elevation i❑ Surface Elevation feet Munsell Chart feet Munsell Chart o ��,,.,� 2-5 y 3�2 0 �r.,-, 2•3y 3/z ,� o�� i o ----------- � L � 'b,� - Loar� _ 2.s/y� ------Iy�_- �a.,-. 2�5� Y/3 Lcar� /2y/�r.-,^ �'SY y�y �----,��"� . f. 2-sy S/2 .-tiar�'!t s �--------- z.sy y/2 .�o�4s GaYla� . s/r.�x�s 2�Syyy a6'' �oa,,,,� 2.sy y/5' 3 Goa►r-� ?'s%s/y ------30-- -'-----Yo-- .r �i'�s 4i' 2.sy s/Z ,.�oitu 5 , 2-5Y /z .-•o S;J�}. ?'S%S/y 2n4' /�,��..�,�/ 4 4 ------------ ------------ �y�� Z•5/ �2 r�»�11*S � Q� � ---------—- ------------ 6 6 ------------ ------------ 7 7 ------------ ------------ 8 8 Gnd of Boring at feet. End of Boring � y fcet. Standing water table: Standing water table: Present at: feet of dep[h, Nresent at: feet of depth, hours after boring. hours after boring. Not present in boring holc X Nut present in boring hole X Mottled soil: ,� �Llottled soil: Observed at �� of depth Observed at /'j�� of depth Not present in boring hole: Not presen[in boring hole: Observations and comments Observations and comments: ------------------------------------------------------------- --------------------------------------------------------- � T Westwood Professional Services, Inc. L O G S O F S O I L B O R 1 N G S ❑ 7599 Anagram Drive O 104 Marty Drive, Ste.3 Eden Prairie, MN 55344 Buffalo, MN 55313 612-937-5150 612-682-2587 toll free 1-888-682-2587 FAX 612-937-5822 FAX 612-682-2639 Lucatiun ur Project I�iversified Construc[iun �J881 1 I)ate: 12/16/9!{ E3orings made by Rob Swisse ('las•ftication System: AASfIQ 11SD:A-SC'ti \ l'nitied Other Au<�er wed(check rivo) Hand \ or Yower Ffight or I3ucket \ Other Depth Boring Number � Depth Boring Number �- in Surface Elevation in Surface Elevation feet Munsell Chart feet Munsell Chart o �r-. Z_SY 3�� o �0 2.� 2.3y 3r2 ,� B D y -�----------- �oa�--� Z's '� 3 -�---------- �oz� 2.sy Y/3 �� i 22„ � 0 2wi �c 1•s� y 16 — --— — — — �------`�-l�a.�-� Z��'s�s� -'`----------- �`l �D"i`� ,?_5y y�y „ d�s� 2•sy5�/Mo�s 3Y�� a?•SY S/ /�'7o�s a� (.o z v,.� .?.5�s� �---------- �Ji`�f �D d/"� '1�5%�y �-----�j"-- 's�2 �7%ft� � 5'lf- 2.5y s/6 a yg a. sy �/2�0�3 a ------------ �� ------sy„- 2.�y �/,-�� s � ; e�►� ------------ ------------ 6 6 ------------ ------------ 7 7 ------------ ------------ 8 8 End of Boring at , feet. End of Boring , S— feet. Standing water table: Standing water table: Present at� feet of depth, Present at feet of depth, hours after boring. hours aftcr boring. Not present in boring hole X Not present in boring hole X iL/ottled soi/: �� Mottled soil: �� Observed at �� oF depth Observed at �� of depth Not present in boring hole: Not presen[in boring hole: Observations and comments: Observations and comments: --------------------------------------------------------—--- -------—------------------------------------------------ � . Westwood Professional Services, inc. L O G S O F S O I L B O R i N G S ❑7599 Anagram Drive � 104 Marty Drive,ste.3 Eden Prairie, MN 55344 Buffalo, MN 55313 612-937-5150 612-682-2587 toll free 1-888-682-2587 FAX 612-937-5822 FAX 612-682-2639 Location or Project: Uivcrsitied Construc[ion 9881 1 Date: 12/16/98 E3orings made by Rob Swisse Classitication Svstem: A:�SHO USDA-SCS \ Unified Other Auger used(check tw�o) fland � or Po��er �=1i�ht or Bucket � Uther Depth Borin�Number Depth Boring Number � in Surface Elevation in Surface Elevation feet Munsell Chart feet Munsell Chart ° C,�,� 2-sy 3/� � �a� 2 .sy �/y „ -1-----l2,1- 1 /�- P/e/ ed� �.5y y Cl�y oa,^-� 2.sy y3 -------�y� 3 (6' L'/2 y /ma r� 2-SY y�S� �---------- �l�� /oa�+ 2-Sy y/� 2 -------��- �i I ''� /Y70�[5 � 2 r��J�1G S 3 oawi �`/ �.sy6/�/ , oa 2 �s5/ ------� L '---------- � S�2 �'2a/i�l� S 5� -�t- Y'Z M DY�� S S;/� �sy s/6 �� 4------y�! 6�2 �"'ic I�t� 4 ��/ Jl��iG,� -------b-- eN� � � ------------ -------—--- 6 6 ------------ ------------ 7 7 ------------ ------------ 8 8 End of Boring at , feet. End of E3oring , 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 boring hole X Not present in boring hole X Mottled soil: /� Mnt�led soiJ: �/,� Observed at �b of depth Observed at �"/ of dcpth Not present in boring hole: Not present in boring hole: Observations and comments: Observations and comments: ----------------------------------------------------—------- -----------------------------------—-------------------- � � Westwood Professional Services, Inc. ❑ 7599 Anagram Drive 0 104 Marty Drive, Ste.3 P E R C O L A T I O N T E S T S H E E T Eden Prairie,MN 55344 Buffalo, MN 55313 612-937-5150 612-682-2587 FAX 612-937-5822 FAX 612-682-2639 Test hole loCation: . Diversified Construc[ion 9881 I Depth of hole bottom: 12 inches Hole No.: � ...}. 'Z, Diameter of hole: 6-8 inches Date test hole was prepared: 12/�5�5B Soil Data from Test Hole depth, inches soil texture soil color see logs Method of scratching sidewail: hub w/nails Depth of pea size gravel in bottom of hole 2 inches Date and hour of initial water filling: � ; p Depth of initial water filling: 12 above hole bottom Method used to maintain 12"of water dept in ole for 4 hours: Automatic siphon Percolation test conducted by: R. Swisse Percolation test started at �D' ZO Maximum water depth above hole bottom during test: I 8 inches Date 12�/6[9Q WATER WATER INTERVAL WATER DROP DROP PERC RATE TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION D.'o?O START b _ �/� � y Z,S �� q :� �D / //Y yZS TIME = DROP = PERC I ��'S� REFILL O _ � � --�-3-- --�------- ---�..7---- B //'/ % 3 TIME - DROP = PERC �;� RE�L� , _ l� _Z�ZS---- ��-1---- c (� 2- ZS TIME = OROP = PERC / ;� REFILL �3 �3 � -T��---- _ --D OP------- --E�----- D Z d'S REFILL D ��L �-�-=5----- ----g. 6 E Z�z 2�Z 2•� TIME - DROP = PERC � �l 7 REFILL � _ S ___`�___ _,_�'-3 9•� F — - - ------- •-- --------- /%,3Z ��j f 3 � � ,6,3 TIME - DROP = PERC A, B, C B, C,D Lnrgc-ci Nr JAB(' Sm�Jlee'�q�f AH(' Lorge��N f 8('D ,1mallesr p oJBCD X O.IO = X O.�O = S)„u/lro-r a oJAHt' Smullr.vr a uJHt'!> C, D, E D, E, F Lnrge.�v po/('DE Smapesi N rj('l)/�: Lurgrsi Nu�l�(il-� Sw�Jlrsl q oJPF.F X U.�U = \ U.�� _ Smulle.si N rf('l)F: Smulles�q uJl)h:h. � �' Westwood Professionai Services, Inc. ❑ 7599 Anagram Drive � 104 Marty Drive, Ste.3 P E R C O L A T I O N T E S T S H E E T Eden Prairie, MN 55344 Buffalo, MN 55313 612-937-5150 612-682-2587 FAX 612-937-5822 FAX 612-682-2639 Test hole location: Diversified Construction 9881 I Depth of hole bottom: 12 inches Hole No.: ..� � Diameter of hole: 6-8 inches Date test hole was prepared: ]Z /S JSB Soil Data from Tesf Hole depth, inches soii texture soil color see logs Method of scratching sidewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches Date and hour of initial water filling: /Z 5 '/$— Depth of initiai water filling: 12 above hole bottom Method used to maintain 12"of water de th i hole for 4 hours: Automatic siphon Percolation test conducted by: R.Swisse Percolation test started at `�:�a Maximum water depth above hole bottom during test: 8 inches Date /Z�/619E W.4TER WATER INTERVAL WATER DROP DROP PERC RATE T1ME (Minutes) DEPTH (fraction) (decimaQ CALCULATION /0.�2 START D � ) - -��--- --�'��---- �-�-��-�-'-�- A / ; S Z 3('� ' p� p(, � TIME – DROP = PERC � D,�,� REFILL D / �5----- �--------- IS. � B 'OB �� / / l TIME = DROP = PERC �.�P�� REFILL O 3/ --p�---- .-�_�----- �y� C //'a9 � 3 � � TIME - DROP = PERC Q,� REFILL � / -�---- r ��/----- -�=-0--- D '�j 2 �% �3 �6 � � IME – DROP = PERC 7 /O,'S3 REFILL a �� / II.�ID l� ' /6 6 �.�J� TIME --- _ --p�/----- DE-��---- E I�.'/y REFILL � F ��.�.�o �6 3 a� /y �? �s -,��------ 2►��s------- �_�---- IME - DROP = PERC A,B, C B, C, D /mgrsl k J.4H(' Sma!lrsi k nJ,l6(' LurAr.w qu/U('U Jmullr.�i d u/6l'l) � O.��) = X n.�n = Smalles(N uJ.aR(' Smulle.vl q�f H(�U C,D,E D,E,F Ltvgesi Nof('DF. .CmuMesi q r f('D/i levgesi q�JDFJ� Smulle.��i q�f UF}. X O.�O – X O.IO – Smnllee�i k nJ('UF: Sm<Jlesi M r f l)HJ� . Westwood Professional Services, Inc. � 0 7599 Anagram Drive 0 104 Marty Drive, Ste.3 P E R C O L A T I O N T E S T S H E E T Eden Prairie. MN 55344 Buffalo, MN 55313 fi 12-937-5150 612-682-2587 FAX 612-937-5822 FAX 612-6822639 Test hole loCation: I>fvcrsified Construction 9881 I Depth of hole bottom _ 12 inches Hole No.: S� Dfameter of hoie 6_8 inches Date test hole was prepared �Z/�5 �S � �-—�—� Soil Data from Test Hole depth, inches soil texture soil color see logs Method of scratching sidewall: hub w/nails Depth of pea size gravei in bottom of hole 2 inches Date and hour of initial water filling: /Z. epth of initial water filling 12 above hole bottom Method used to maintain 12"of water depth in ole for 4 hours: Automatic siphon Percolation test conducted by: R. Swisse Percolation test started at /D' o�s Maximum water depth above hole bottom during test: 8 inches Date /2�6 98 _ T WATER WATER INTERVAL WATER DROP DROP PERC RATE TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION .�S START (� 3 2 e� - _�_'�___---- 3._38--- -- �_m_ ( A O' � d � B J.3G.� TIME - OROP = PERC � p�S6 REFILL � m g, 1�---- -l`-5�--- g-- B S/6 �� SPj TIME OROP = PERC /�;/s� REFILL O -l�----- ----�------- �--7--�--- C / ;�j a � � TIME - DROP = PERC D:.2� REFILL � , 30 G�.�-�----- -l�'I./ D --- - ----- -- /J s � � � ,�3 TIME DROP = PERC 6 /.'�P� REFILL O 3 � l �_�75--_ l y_'-G--- E �O9 (I /� D i 7 S TIME - DROP = PERC /2.'/D REFr�c � r - � __ (� _/_ 06---- � y' �- F IS� I %/6 /�6 / D � TIME---- D�OP = PERC— ,�, ��, c -- �, c, i� l.rre�.�u„JAH(' SrnulL��it�,/.IH(' l�u��,iq„/H(�l�_— �t.mdh-vu.�JH('l) � (�.�O V �).�n — .Cmulh-�r q„/,�IU(' S�nullc.r p rJR('U C, D, E D, F., F' /�ii��<'�lkn�l�/)/�. 1irr�rl/��Ipii��/1/� �iii1��IN��/��/./� - _\iir�i/li��/qir�l�/�./� � ��.�() \ (�_�() .�niiill�'�l'u i��l�/1/'. 11rr�ill.'�I d rif�1/�.1� ____ Ch � �`5 D TE TIME CITY OF ORONO CALLED IN �� . � INSPECTION NOTICE.. scHE�u�E� l C): PERMIT NO. �I'� COMPLETED ADDRESS LI f CO� � 5 OL�— OWNER CONTR. TELEPHONE NO. � DESCRiPTION S�I�� '� -�"� 11 a ( L� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLWG � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU: YES_NO Z � COMMENTS: u� K � � w a � Qur� 0 � � 0 � �' (ha � Q � z W � W � � d ❑WORKSATISFACTORY:PROCEED PROJECTCOMPLETE W � ❑ CORRECT WORK&PROCEED � ISSU CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.C TO ARRANGE ACCESS. Call f the ne t i spection 24 hours in advance.473-7357 OwnerlCo tra or on i : Inspecto . White Copylinspector's File Canary CopylSite Notice C�� ATE TIME �� CITY OF ORONO CALLED IN % INSPECTION NOTICE SCHEDULED C/ � PERMIT NO. c COMPLETED ADDRESS � OWNER ` CONTR. TELEPHONE NO. '� /c - /'��.2_. ---- � / � DESCRIPTION S�� (C �— , e�1 q LL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 3 SEPTIC FI 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO � \ . fl COMMENTS: �'1�'1 1-i l� � � W a � J O >. � O � W � Q � Z W � W � � � � � �Q WORK SATISFACTORY:PROCEED �� PROJECT COMPLETE W � �7 CORRECT WORK&PROCEED I 1 ISSUE CERTIFICATE OF OCCUPANCY W � �ORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑ STOP ORDER POSTED.CALL INSPECTOR CC CITATION ISSUED C INSPECTION AEQUIRED.CALLTO ARRANGE ACCESS. Call f e next in tion 24 hours in advance.473-73�J7 OwnerlCon ac Qn sit : Inspector. White Copyllnspector's File Canary CopylSite Notice qA�� TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � � U: �� PERMIT NO. l f �(r�q` COMPLETED ADDRESS L� ��' � �� d OWNER�r_�, �a�-ncc CONTR. TELEPHONE N0. � DESCRIPTION_��i aT �,r�l�1r_�c ) lL 01 FOOTING 11 MECHANICAL RI 18 �XCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAI 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINA� 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COM S: � W - � _ _l___ -- � J O � � O � W � Q � Z w � W � � d � WORK SATISFACTORY:PROCEED C i PROJECT COMPLETE w ❑ ORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �- pHOTOTAKEN INSPECTOR WILL RETURN C CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for ihe next ins ction 24 hours in advance.4 3-7357 OwnerlCo c on sit : Inspecto White Copyllnspector's File Canary CopylSite Notice ....r - ATE ��T�IM�E� CITY OF ORONO CALLED IN � _lSL- INSPECTION NOTICF� SCHEDULED � �� PERMIT NO.L �5 L� J COMPLETED ADDRESS u ��c G ��;St C7..1 �i-i OWNER��«.-�� CONTR. TELEPHONE NO. ��1- / ��,� �- DESCRIPTION �� o�15� ) � � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a o Gy'� � � !!��C�.ri!/ � ., � 6 0 � W �� Q � Z � �� W � � d W ❑ RK SA IS ACTORY:PROCEED ❑ PROJECT COMPLETE � ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOPORDER POSTED.CALL INSPECTOR �'CITATION ISSUED ❑ INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.4T3-7357 Owner/Contractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TI�r E CITY OF ORONO CALLED IN �� /'M INSPECTION NOTICE SCHEDULED B D�3D � PERMIT NO. r r�R COMPLETED ADDRESS T 7LPl� ��C�.F l��i OWNER C�,'�Lt �t.hn.u.w� CONTR. �K TELEPHONE N0. � - / � � o� � DESCRIPTION �f�� 01 FOOTING 11 MECHANICAL Rt 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL SEPTIC INSTAL 22 FOLLOW-UP C�--__ _..� � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COJI Q�EN�S: W '„' a � J O a � O � W � Q � Z W � W � � d � WORKSATISFACTORY:PROCEED G PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED u ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. �; pHOTOTAKEN INSPECTOR WILL RETl1RN 1 CITATION ISSUED ❑STOP ORDEF POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next i ction 24 hours in advance.473-73�J7 OwnerlCo r r o s e. - Inspector. A ite Copyllnspector's File Canary CopylSite Notice