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2001-P04523 (septic)
� PERMIT CITY OF ORONO Permit Number: 2750 Kelley Parkway - PO Box 66 P04523 Crystal Bay, Minnesota 55323 Permit Type: septi� (952) 249-4600 Date Issued: 1oi22i2oot SITE ADDRESS: 4645 Bayside Rd Maple Plain,MN 55359 PID: 06-117-23-22-0009 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Olson Construction Co. OWNER: Eric& Elizabeth Sims 6970 Inwood Road 4645 Bayside Rd Cologne, MN 55322 Maple Plain, MN 55359 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. _ �--U�� APPLICANTPE IT SIGNATURE ISSUEDBYSIGNATURE Copies: 1-File(SiQnitures Reauired). 1-Applicant, 1-Monthlv Reoorts, 1-Assessine. 1-Finance Page 1 Aar-27y2�01 OZ:1opm From-CITY OF ORONO +95214646I6 T-e6a P.aoz/r03 f-6�3 9�p�C c�yg�M PERMTT A�PLICATION Cl'i'y OF OAONO Hox 66(275dM t1553 3k�Y� Cryatal 8*y, Joa srrE wti� x�ss �-/ i Cl e � � Commercial� D�er�� Octttpaucy TYpc' Reaident�gl � New or Repl�cement 9yatem 5100.00 pern�`t Type' S etem S 50.08 _ Repai�E�9tin� Y � (Tanlcs or Dr�inf'ield) SO.SO 3tate surcbar�t added tv above ieas * 9ec fe�erhedvl�for no�e-reaiiden6al permit fe�s P6one Number: — '1'� Ownar'a Name: Cit9a�,� Z�p� _�'7� Mailine Add�e,�s: Phone N ber: - , _ Contrattar's Nan1t: C��,������ Zip'��C� M.ar�►e Aaa�s: *N R DO NOT M��pAXMENT W1TA TEQS APPLYCATION""" 1. APplications for saptic sy 9����� �y be ma�led ur submitted in perao� at the Ciry Offices; howevec, pesm.►r� wiU aot�e mailed out. Thg P�t must be picked uP in Pesson dt tbe City Offices aad work must flot be�in unlcas tha Pa�t card is un tlae j ob sita. 2 peuuiitg vaill be issued oaly�C0 e�lers L,iaea�e a M����Pollutiori Conttol A¢ency(MPCA)S�P�c System In 3, �411 work must be doae in accvrdanca withtl�e$PP�o���uc sy�°°a d°Sign• Design reports �e not oonsiderad approved ua�leas accwaPan1Od by 'the ��City ef Orono 5epuc Systet:� A�proval" cover sheet si�ned by the Ciry�p�r. �. -�„fol��.N�r;nspectioas will ba re�uired for all septic sys�ems: A. Pre-inarallation stite�n9pection to iacluae insp�����.���eC,s�d��^�rAl GOl1Lr�CtA� B_ T�1c iastallation prioi to coveristg. ectien is rcqui�ed aRer C. Drau►field uench installezion prior to cover�n�• Foc mounds, in9P rough up but prier to send plar,emcnt(sand wiU be jar t6stod for silc conta�t), and a►Ca�n dur;ag ptrsure disuibution piping install,acion in theBr�oc�bed.l�� �1 ��p S�tioas D: Fina1 iztspectiun to ver►fy PlaPer final aoyer deP� (whece requircd) components ace funational ar►d eornply w�ith codes. g IndiViduslhaldingMPCATnstallecsi-icecfsashe]1bCpcesWLdutinBP►I�a�sP�W�ps. A�-h°ur notice is roqu+rod for All inapections. ' Ap'r-2�2001 02:20pm FronrClTY OF ORONO +0522l0l61E T•B6d P.G03/G03 F-653 NOTE: App�i�nt must in'ttial alt spaces. Fill in alt e.ppropriate blanlcs and check all appropria�e boxes. 1_ I have received a copy of the system desigv including tba City of Orono Septic —� gy9cen,Approval Cover Sheet. 2. I will be installing che followin8: O�e� �,u�cture�r_ —� A. T�nks; Precast Concreu � �,�� 3� _�al '�anlc Cap�ciries: 1)_� B. Pump S�tion(if requiied) �ap�Pump curve Bt Pump make& model feat of head. Lit.etatura); systern de�ign raquisos gpm at. Fzi�h wa.tsc alatm make&�nodel . Outside eleetric.�t work to be complct$d by 1ps�811or clouvicioa othsr C. Treatmeat System: Mound �Ts�o�+c:�^s.f. _ pepth of roak below pipe " Rock bed di�en9ioas 'X psap Boxas Sand bed dimeaeiona °X ' � Distribucien Hox Press+u�Di9t Pipe Diam. �� Manifold Pipe Diaui.,,_, D. Final CwerlTopsoil to be� ,,l� ba�o'�'���oc+°site (shaw location on sito plan) truck�d ia Tbe uadersigaod hoceby applies to clte City of Orono for iesaauce ofasaptic systera installAtion pe�u►�t, ag�ee9 Tp da 4Ll wnrk ia sVict accardance wirh vrdineaces af the City and the re�ul8tious of tt►e State of Minneaosa�end certif�es rhat ell stataments mado on this application are aeiaplete,true ead coaect• Si�sttua of App�ic�nt Date: �� �� ��— �ca z.t��e No. I 11 I — .............�_____.____..--------------------- - _��.. .___._..____..___------ Stsfl Revtew: ApPreval Denial _ D�tc:� RewieWer: gea�on for Denial: � ' SEPTIC SYSTEM APPROVAL �-- �lR ON D o COP � � � � , 0 0������� ���;� , ,� �,;_ :- CITY of ORONO �� r� ��� � ," � ,� �v �� Municipal Offices ,`�� � 1F ' � �/. ���� �"' � �`�'���` ���� Street Address: Mailing Address: �y . . � �/ �'�$EggOg' 2750 Kelley Parkway P.O. Box 66 �=_� Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner Phone (Home) (Work) Address �4645 ys,�e City State Zip Site Evaluator pale De�•� State License # 583 Phone# Qsd-a33- oa�'� Type of Establishment: Single Family X Multi Family Commercial Garbage Disposal Yes�C No No. Potential Bedrooms S Est. Gallons Per Day 750 Water Meter Required: Yes_ No �C Soil Sizing Factor i�b� Perc Rates P-1 $�5 P-2 7.S P-3 7 P-4 ��s.5 P-5 i6.S P-6 P-7 Restricting Layer Depth B-1 S�" B-2 s�" B-3� B-4 ��." B-5 4a" B-6 yo" Type of Treatment System:� p-- q t Standard X Experimental Alternative Pressurized Mound System At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/Lift �C Pressurized Bed System Holding Tank W/ Alarm Septic Tank Size aa5o # of Tanks a Lift Tank Size la5o Pump Brand GPM 30 Head 19 Treatment System: Minimum �a 6o Square Feet with 6 inches of rock below pipe Type of covering Fabric X Other THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the inspector (249-4600) Call for inspection 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever. ACCEPTED X DENIED By the City of Orono subject to existing regulations and the following conditions: By: �n�C Matt Bolterman, On-Site Systems Manager Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us jD�sign for an On-Site Septic Svstem o�o Na cop� PItEPARED BY: Olson Construction Co., Incv Dale J. Dehn Ronald Olson 1127 Goldenrod Lane 6970 Inwoad Rd. & Shakopee, MN. 55379 Cologne, Nli�r 55322 952-233-0214 9�2-448-6674 NIPCA License No. 583 iVIPCA License No. 1111 �� ��- �/� For: Terry Fid Construction 19814 Johnson Memoriat Dr. Jordan, MN. 55352 O & F (952)492-2772 Location e�f proposed septic system site: 4645 Bayside Road Orono, MN. 0�/15/2001 23:05 FAX [�02 PRELIMIl�IARY SITE EVALUATION ESTABLISHMENT: �� FI.OW DETF.RMINATION: ���Q �� ��/ /�'� �'J/rt/�!��/� �—,� —•--� �sT' �-�'/� Fi,OW RATE: � SEPTIC TANK SIZE: /02�� �D��a SOILS: TYPE: SOILS INFORMATION: �'�L ��Sd/�. � SLOPE: //- /3 � DEPTH TO LIMITING LAYER:� �� PERC RATE: AT � DEEP SSF: �� ,�� �v SQ FT OF ASSORPTION AREA REQUIRED:,���o � /cT� MI]NIlViUM SI7E OF AREA REQUIRED: �d x 9� �i4���' SITE CONSIDERATIONS:���/� � . , STI'E AARDSHIPS: , � � c��� VARIANCE NEEDED? /L�� _ PUMP STATION? ��-� , ���� ��� - -- RECOMMENDED SYSTEM: � a ROCK TRENCH GRAVELLESS TRENCH ❑ CHAMBER ❑ AT-GR�DE O MOITND D ALTERNATIVE 0 OTHER COMNiEN'I'S:, ---- . D��� /9 � �y������ ����� � �- ��� -�—���� � o �s �� -� ��,�,�,G.y s��. Lv�o� �� � 4� � �C� " �.S'" o� ,�, ' d, G � ��.,�� ��,� -� f���' �Z. U.��i� ��v �T,��c� ..,� �.� �'C~ �.5�.�o,�.� �� �� . '� �� � �! ��S�lC �-�v� � � � ��� � � S7e��'�...� QCl T.� �� � �� �-- �?r'�� �G � � / - �- �,� �,,� � ���� �� �� ----r ���v ��,p ' � T-� �._. � lo�S"D 7`..�/�' �.o�� � � �G� � ` ZS�'D ��-� y,., �7`�- � I�' � l� �uS� l �� .� �,� �,��� l.r � ��`� Ty a� �� � ,� � ---��"� ��- ��C___,s . -�- t%�a��,� ,1��1�'�c.� l-.1 �/���- T" ,����'��e� ���..r ^ � ���s��..�/.�.� � � -- ��"�/ 1�e.�.�,�✓��� --� --- -._ _ - - - -��.� �=7�.s%� ..�.. . ------ , � - -�- . . . ___—._ _ . -- . �""E..�--��,,_�o o l_ . ._._� _ _� ` � � — __ __ ._.--- ..__ ,. �.. ..f. ,'1.,�� -x� 1 � '?-��'_l,1 . 1� ...� ��i���� �^www������ ��Ml������' P�P� ,Nr�"�r «�Mwr�rx��M��► „�t : , .� � Es�C� y3'�'Fc�r�� � � �,y� �� ,� ft r � ' � � � ��`�v�� � � � �r<'°� Tao of�✓ 9S'o-a �N�,� �vh • �� ;+ �; ������ �/c� � �,;.0� �: '� `-� ioe�� c,tSaC G6 r� �� �g � ,• � � . � • � QR��� . : ioo� a' p�arP � , -. '� _ ._ � . � � � , � .'; ., N � �' a�T '�-.,r'�i r � �� � �� � I r � �s�° �t���i f-� �� S J`� ,�.��� / ` ;�-� r `` . /,/�c.J tt'�►<-r & �5,,/ \�\ 1 , . - ���� ;,✓ � � 5�M E ��� l o, '��. t � �� ���� � � J - ` �� � ��� . � -� - �� � . � ��P�15 C1� � 0�;15/2001 23:05 FAX [�03 � I �° �s�-- I . �� �� . I �� `f .�' �V . , � �� - . I� � ,;�..,� . � i � �� � ; . �� �� � � ` �, _ , � � - -r � � ,. . �7 � '� � / - /� . , � '� �'1i 1 , /7L�"`c� TF . ~ • � ii .�,�:f � ���� - � u��� SiTE � J � � � � _ �c �Jo v �� � � • - � T � �J. � � ,s �� ' ����' - _ �„_ � �►a '�y�vs � � cl . � ` � I \7 ' �• `/�1 ' y `, � rn � 1�,� � � I• - ' - � ��� � �, -- . " � . � � �� ,��. -�--� � - . � 7 . � - � I � � � D � � 1�� � � 1 . N �b� 1 ( �' n � . . � �iF�h'�f��'y —�/r� � /���ic.lf�.S J� r� i" � . '� % �. � � 3�- I 9 �� •�•��v1uuAL SEWAGE TREATMENT �:s: �;FM WORKS�EET A. Estimattd /�v �t)W c.��/�/?/f ����� fso �__. ----- t2l�Ci �d �� ( � D/G C'ryr�� � ���'{�Flov��n Gdlurts per�ay I meas x i.5= "'� � s�ls�s�J � � . g� �j</✓ S�'jyy�� . �NurtD�z I7yrz(f T�pe fi Tryt� � T� S C TANK VOLUIy� `� �" ' 8. �� f /DT�� �xlloru .� � ; i G��r�/.- Sf�T- , , � � � • _� 50fLS{Site evaluaaan dsta) s f � + � �� � d� � C. D�ptt�to restxicting�ayer=�C�� feet + 6 � � I <so � ,' `'`� i D. TMaxiu�um d th oi system C-3 fr. , � : i� � 3� � 7D: ; feet �' ' t�ve � b�s Percolbhon ratc �,j aoe � F. S�.S F � sQ ft./�d cnhoa�s , G. ST�ge�_9', � ii, lo.,, � TRE:YCH BQT'I'�ltii AR�i �'",'°�`� t:�w `"^"''` For trrnrnChes with 6 itich , .M1�" �„�,r,•,+ •��'����" I es of r . �axa ou��,,:� ��.� 7.•� -so dr_s sou f'i x F=�x�-� _ ft of 6ottom uea � •j � ;� ti,n � I. For trenches with 12 irtrhes of r below the plpe: 's 1rA �1 � ..>y -� ;��u XW y�L I AxFxQ.B= x x0.8s_sqhofbottomzrea 1 For�ches with 18�inches o{rock below the pir e: Sail Chxr,arr;ss�a�R A x F x 0.66: Ior Ss T,.a p`�"a'�"�' X x 0 b6 s sq h of bo:tout area K_ Fmr trenches with Z�3 i-�nc�s at rocic below th�p�pe: �,�n�`�' rR'�`nca� A x F x 0.6. �, �T�t� ��Sq4Yt x x 0.6� sc�ft oi bottom area �MPC, Ptr Ysilvn BFD BOTTOM AREq �A'Y L. For sec a e b�eds with 6 0: Z . , F�•�ao u t• Couse su� -- F 8 I utiches of_ac3c b�low the i e; au 15xAxF= 1Sx_X_= SG �cfbohomPa.r�a I o.��os �s� �6, brol5 `o� '�� tb ia 30 I 67 31 W�S SJ�t,oam , �CK VOLG7�tE IN CU FT .w io aq M- Rock dzpth betow disG ibuhon i k�.:s 0.5 ioo! s�oee�bo••• �"'�+m ;o0 P�P �es bottnm arc�; c�"' — IYI ajtc�cjc depth t 6 inr..hes x Area (H.I.1,L.Kl • soi��oo {_,+OS h)x s cu ft �ww wr:v t Ux�vser+as!a `nf �WTfp+l �' $tliI�ttif SO`b Of�R1C-R1t O(�.d�17. R�c vOCiJM�irv ct1 YDS a+���.��+a. N. Vdu�e in cv ft divided bv Z7 •••sO'�'"�'aQ tia►�v�a,nj.or�li.r„ M 27 �aoar d L,�,���,�« + a CU VQS +•Z7=��CU Vd5 �C�CK WEIGHT � ' 6 inchess. 0�R��ctions u ic ' 1-a=tOrts �'����'/� Reductian N x .4=t�orts x I.4 =,.tons ie inc}�3.�g6 R�da�ction I 24 inche�dQ�6 �eduction � P. Selea�ratch widch=SYSI�1•1 LENG7'H 'sizing for��rav��� ft I Q Divide bottoc�area by tnrich Wic3th: (H,I,J,ar IC)w P; �eal feet Ql• Glav — --. _—�St��fE�ek �' .. Geotexcit Fobr,c a� �e"at bt.; ,• , . l�f55�Sl�l ^ ' ,•.bi .ie �•�u..�s�6i:�� A X F 3 �;Q�eo;a o r• j 2�Rock Cc�cr -( `or 10"pi�,te,2 for$" - � ' � I r. Pi e w� of the�b n°:: c�• ••• � �� � f a�: �Q�o c�� �-��feet Cf,l�-� .s�.� :" •� o. � e��.�sr 4'atSt F'i e � ia�.iD, p d)• . P r.IQ LAWi+f :=:4:�.. `a�•`o�' R- �lxt trertic�:spuing,centt�to cmtr��teet °;`,;;p��:"•4°;•'6;►�a�:� • Mu2tiply tzen��pacir� b line f s::'�"-••-� ` "�• • S Y al eet R x Q-sa of lawn area •:?�� �'�'"°' `b�o;i ��' �•aw�•�• '� x —= s9 j .c�7 X�o� � c �o`�o�c-���.�s.�ha:, ..�.........�. /�J�I� �n nbq . wQ o�� y -��i� � =.:.�'►;�,�.:;�,�_..;.. Rock u►�avr,u k....;.., . . 3/ 1 se o�her side �� y� �2 f ���r•����'�vj;�,OAbo�.. /�r� 2.Select art appropnace scale;or.e s , ° � .�.�:"sR�'�;" .. .a?�p o..�D °t Z.ShOw Quare--_fett. . sr•a..��.o�+..o t-,. pe�rtent propert,y boundanes, ri •`-'•6 '�, '�•�•,4 t'Of'W !losww • • S� az-,etse�enLs. :••a,,.0.•��;�,�..:.�4�:, 3.Show locacon of houss,garage,dnv4way,and al:vtnez a'�o'�cR�aa-�,....w...o, .. us►provtc�e:�Ls, existing or pro�osed 4.Show locaban���out of sewaR� ���t systeni, i�"���dt� 5.Shaw location of water sLpply�,r� � ���✓c.� � �- �. ��-� o�✓ _ � � '� 9' -S�oPE. I F� �G ./� i � % ,�_� u /` F�� ��11 !b ; r4 „ �„ � �/ s dZ a� i�" � � b�`z I � y S�co,�,� - � , a' --� .�' ����5 C� � �,�,c�¢ ,d,�,�7-� ��„ ��5�l�a �/��,o�... Q ���C.t�'��%c-� �it/� �.'�7- ��i . , �a' �D�- ��i� _ _� � Br✓c�{'�-7" !�,"� �' Q. � ��'.�C.��v6 . � ��� �� �i�� �o�f�.S�' ���-�r" �. �r ��, Q �Do � � '� ���"of� �,� ��,� ,�.�' �9�-- o � �,��-�� ��s�r y�.�- � ti��- '�C� .� - h2•�-K cv�o�E� a�- ��1� �.�' -- 5� �<7� .��.� w�.v( Gra�+�it������ I. ��e�63�t�is 20 gpm Z Max�ua�sug�estad i�45�pa, �..�... Pnr�surs DL�.'�ratioas �°0R � ��r�s 3•a. Srlect ntt�b�s of � Pe�ossoaa,d:as.eser P����lat�ls r� b- ��ct psrforatiat spa�,s= � 7 c Subtr�ct 2 h.5cam�t�e roc7c laya kngttt. �0� o.Ss a�� d. �y�y�-�¢C.� �t � 0.69 0.9G �n�bes oE ao�a betwea► ' � 1.oi �P perfcs�tivra, e., I�a�+1���� ���� �Paces b Uta 2.�0 l�rt kr��be f. Mulli�lf�foratioats pa laberal by nu�ber of laberals tc get tobil z�un�bez of pQforatias►s. x = �. � x�a �� � ��r �pa#ontio:sa. S�C[°£�!lU�GPA � �m D.Y9�z�iae g�ad�sq�ts: 1. Ekvatia�di�b�tw�se �p and part of di,schirg,e, taet z ��`�°��''a�0 s P'��bu�Ori SyS�[em•f1Vt b�tt fOT p:+es,stue sa�.,,r i'�uu+ed at�nif�ld if gravi�� � ,.� 3, Fr�cmpl lo�a � �.,r,�.,.�a, L ETt�!�Q����'M►1�1�Ii1 Sj't[;Dlpp�� i �!'11d�L'�! III�i'tt pQ 1��Yi�IIt 11�le(F-14�. a'P I O�'��.� i F.L= • h./100 ft of pipe ._..._ b. Ueo�u tptal Df�e y�h,.�p�y��� . Doi�L ...�tian��by addirog 25 psr�oer;t to . ------------------�- - ----- ' 1�a,or tiasc a Ste�n�loaa�ct�t("�2S P���fc,r fit4ng - --- _____._fert). �Pal�r►t PsPe 2.25 times pip,�ftrestl,_ ../a�-�-�-x I.25=-�Q Ewct c Calculatg+e rotsl�ictifln loss by multiplyar,S Frietioat Loss it� Plastic Pip� faictf�,;c�iri h/loo h by equ;vax�,-' ' t pdp�1Q,8'�- rvo�.izu1 �'�d�l ix�an le�ss. ,��x �r��100: . �- Zotsl}ssad rerq�1:_r.�i is the sum of ekvatiaa�di�e, � Fbw Ra P�� sptc�al hsad'Y�ui�s�atn�,and to fi�ction l�ss. '� ,$pm 1.5' � g- ��' +�_ •'b 247 QT3 0.I 1 (i) tv (� � s.2 � � 0.16 �� � e.� Tt7TAL HEAD �� s0 8.97 Zb��i d 3G � I1.07 � Q.39 G p�F��� � 13.46 3.99 f 0.58 u 4 76 p.70 � 5.60 0.a2 � �� ( O_�9 _______.__ 70 7.�4 � I. �'� P`'�p �"at�sele�ct+e� to delivtr at l�ast g}*nt (St�p A)w-ith at least I.�frrt of totil h�� (�}�p g�,` • ��-s�a.__r_f__Dosf��r�,�,,,�. � � 1. I�etrranine Sue��t� � �5��'Ma=•L x W T : -.._.__x� c--,_sqtute ictt dsls t�.�� L ' ' 3�4 k=ASl•d s R x(RIIf�1ttS)� �_' ""'�"' � I x "--_._aqutie ftet � � Othaz=Get Surface A.ren hom I�ianu.�zau:er � ' � �uue feet n s 3 I! i 2. C aicul�nkt G�lona P�Inch ( i I�►are are 75 g�j?ors per cvbic fobt of vol I convet3ion factor and divide by 12 inches per f ot to�c�lc�ap� �i��� l � p Y�e uea times t?�e � Area x 7.5+12 gallons p�r i.1ch � x 7.5+22 �,��allonsfinch g,� ��`7� � �� �� ; �f 3. Catculat�e Ga�l�n.s to Cover Pt.at � ��(II1)-�J c11es) � p�wat}- Z u►ches of water covering puaip) � E-ni^+s�e�d Ss«a�p F7o+rt in Garlvn:per day �g ,i�� � * � g�o� "� Ts�oet Typ.n rypom i T�i � � � � G. CelculADe Tatal Pumpout Volume z � 3ao tu ) ceo A To uaz s .10 eo,� -• I -���d 4 F Lfe �ctsy�p��or4 tdo 5 P�p oPer�tions per dny. ! s 7s�Do � � ' � � i� 8. Cxtcvlsiia d r a i n b a c k g � i ' ,o°p�o � , J 3 2 ' " I b.���"une total pipe 1�8��_feet. � a ; :�� �s � � Pn� I c. M� •�_��d voluttu of pipe./.�gAllors p er l 0 0 f e e L (s e e p a ge�-1 9) I � �coluLv � + �Y � YO�l: jhg:IlbdGc � r�fsrt x asy • lOQ f:. _ °j �� � � � !^ T..+�t .w,t...�.� ..,.}..�..• ��w�a tZS 7.T7 I 6'�OS!+`.,.:. ,�1,.�� � � � -�E-L:LlaL��10f`S=�'j'Ofll�i�JOl13 � "' I 3 )e t I , S� Cakvtat�Votu�foi Ala�rci(typirally 2 to 3�c?�:�s) s �� � � De th(in)x�p�1ir� I ������ � � � 6. ��ndsd: � Calcz:ltto Resarve Capaaty�°/, the daily fl�w} ' inte� ' L'Aily Aow x.75: ' � ' � Rtt�ve podty , � x'�_—�.�_aauOriS � � On Cor�y( � 7. Cal�.Z�iate tota!asilor� � Pumpou�i�otuau --- � $a?tasv ov�r purnp+ga..lorts p�Pout r , 3+ +g+6 o�� B�ons reserve) _......_ —ot�con�ol � e rm��+,��-.�_;�. ^���gallo Pum ;xirl,t ' I , I I $. Tosal Depd� (Tos,nl gat�lon divisied b ; Total Gallar►� Y 8��'�par inch) I Sallcm/inch ' ----'' "_____anches i I I 9. float Sepa�tir,�p��� -�-' ��Q'���al pumpout voluau) I .�„°���,,,���o�+.gy�+gzllosu/inch i ��-��i*��.'�snches r----� 1 ' � r _ ---:'- - - , .� ,�o� . �T.. _ �. : � _ _.__ -- z �v�W���R�,, , . : : srrF��c.ATroK 5� .:: _ #° -� � - s y , a���n .,-� S7RF.FTA(`frylS7ATF7ZIP �----- ---_ - ---� __— , O SHOR�;I,qNll? . DESIGIV� R:� Y1D '� l '`� --.�___ S()�j,5 DATE: �z� � � �``� --- --------� S��' � p��RY Al,TER HOR DEPTH BURING ��/ Suituble soil depth:�Q�� T���Z� ST'RUCT. COLOR BDRY ROOT Si1BSOi�, FEATU � �Z �� �� � _ ----- �S p � --------_ �'" ��-� .p��c�,�►, - - --- - - __.___�_ -_____ �, I�M 9•- , _�f1___ �^�C. � `." r � � - _ �� �/�b��- s�, � --�---- � Y� 'd �/�J� _ _�� � ---- -- —.__. ----� — �-_'�.�------�. Cf)MMEiVTS: ------ SITE: D Y�2.lMARY AL7'7&RNATE � ---- B��� �� Svitable s�il depth:_7�� HnR DFPTH T'E�S;I'�E STRUCT. �,y/--- �� COL4R QURY ROOZ' SIJBSC?IL FF,AT'URES � �� L-c''� � '� ��/f - -- ------�� G.�� �- ,,� � _ G �`'� � '�L� - �" .►...�1 . , COMM'ENTS: - `--- HORIZONS:O, A,AB,BA,E,B,C,R MODIFI�RS: b—bucic�,c=occwn.cawraiuns a�r►d�odii ' 4 p�plow P�n�r'soft bedruck,t�accum.of c ay�ug=I t�w-�de�lc�meM ofcBol�►r���e�$no iillrrialr���xidu, TEXZ'(.JRE:S=sond, LS=-3otiny ssnd,SL�sa��d S"IRUC711R-E:GR-granuler,p[r � y�,�CL�°�`c�y�.L—�n.S1L�silt loam,S1=si)t,C;L=r.ta bnr,�, P utY,�'R--prismalic,CPR=coiumnar,ABk=engular bk�ck SRKr. Gktia�s. $OI�NDARY: flbru t �",Ckar 1-2. ' Y S7CL=s�ky clay loem,SCRsaedy claY.S1t�silty cley. P 5',Gradunl 2.5-5",DilTwse>S". .k� y• w�ba�ulxr btocky,SCi�in6k grein.M=mes�ive. MOTI7,ES: Few 2"%,Common 2-2a'/o,Mau . RU07'S:Few ).o, �cNnmr,n f-S%, Dvls�ny>Sg:. SUBSOTL:CieY fi4ns,Si1�coatings.Qrgaqic stains, y'20!0,�ainl,pis[inc� pmminen�. Calcxcous,Iron stains,5halc fiA�in�ts. � � � � ._� � ��- - f� - -i: -- . � - - -- — �_ - SO��; �tE�IE��VV I�E�Oi�T . ,--�. SITE I,(N'ATION_ , �j r a::f �3 v, ' , ' , ' y ; f�.---F.—_. ��!�L� __ �j STR}:ET/('ITYISTATElL�p --- _�_ A•t� � � — - - - - --- -—riU -- ❑ SHOkELANU? n€s[ctvER:_��,��--�1},�� - son,s n���E: � -�` go,��E , � ___ ------� �. S[T : O PWMARY � C AI,Tt�.RN,�Ti: r�c>rt�Nc a -- -- - ----. [iOR DEPTt( I'E�= -�.Z Suit�blc ;;0;1 dcP�h:.��� - X�I�CIRE S"17tU(._`1'. CUI,OR � � � � �� - �, - _____ -- � /` BU Y ROOT StJRSnTi,_FEATUR�S - _ L�..s�-� � _a �,� � — - ------._-- � �6- ���_°`_ � _-��- � ___ � ��- C'_ •�'� �-. ___�_____ __-�' � _ _______ T�.C. ` �" �c��. � � 1� /''r''7'�z,�S 7a^=�,�--- _ _�_____---� - - —------� --- ------ - --- -- -- --------_---,.—_----.�_ _ _____� ____—___- -- -^_ __.__________-_____--- --�--�__��__ COiVIMENTS: - �o.�o� — ------�__.___�____--� - _ Sl"T�: D Plti11�IIARY �7 A1.TERNATE - -----------._._ _�_,. BOW1yC #,��� Suitable �it depth:�<<�`'� HOR DF_.P"TH "I'�x:'i'UItE STRUCT. COL�R - _ D-�IS� �-l----- -- Hll�ZY KOU'T SUBSOiI, 1��A1'I1RFS � �" r - ---_-----.�� _ !'� C�.. �ij - - -------____ � _- g c_o.�� �do o - _ -- — -- -- -------_____-- -- � � � � � L - - _ -- --- � _ - - ---� T� ------ ,� � -___1_.__ - ----.� -- COMMENT.S: - ---—� FfiOR1'LONS: O,A,AB,BA,E,B,C� R �---- M0�3I�IiFtS� b'tnxiod,c=avcwn.c�cretions and noctuk ^ TBXTURE: S=sand, LS=1o�my sand,SL-sendy loom,SCL�andy c uy]oern,L=luam,Sli,�sik b3m, S[=sik, r k cia.�=8ccem. ot csrbo�ates,o=rasidcntia!accum.of icon oxidca, pan,r=soft besirock,t��;cnm.af eby(ergillie),w=develc�+ment of cobr or structure,no iJluvial icc,rnuinci o n s. S?RUC?URE:Glt=granular,P1.�p1atY, PR= � y o a�,S l(:1.-s�k y c l ay l o a r t►,S C=sandy clay,S1C silty clar. B O U N D A R Y. A b n,�t 1",Ckar 2-2.5" ��$.i'�i`',C P R—c;o t u m n a r,A I 3 K=sn�ularbincky,C�K-vu1„9qg�ylarbloc ,Gr����2,5-5",Diffuse>S". ROO"fS: Few t•r,,Carrimon I-5!.�,�ysn �Sy�'�Ci=s�gle grai��,M=tnessive. M���1-�S• Feta'2io, Couunou 2-2p°/u,Many>2pgo,�aini, I)i�linct, Prnminr.�t — Y' SifE3SUIL:Clay filma,SiN coatings,QPQ6RIC ylt3lqS, CalcOrcow� jton steu�s,Shak fi�o,,...�,.. " . _ ' . ���; R��� �po�� - �- - - -- - - �` ��� � t __ � ' S!"I'E LO('.471{� ,���,�/',1� -._.__�,'�t sTru;srK-rr1•�sr.�r�zip - --—— --- -——----- --- —— C7 Sf3URELA ND? DESICNER: _ � � p`D — -- ---__�__.___ SOI LS UAT'E; ������sz�-_____� S1TE: __---_ -- _ � _, _,_—---- - ----- �'RIMA ' CJ AILTERNAT�: BURING� ,,..,.��� ��O�L�FP71-� 'I'�X'1'URE STRIIC7', _ _ -- -1�� Suitabie soil depth�`a7`" �_ � COI,OR BDRY RCK}T SURSniI, FEATU��s � .�.� `� �� —.—_ _ � _ __ ---- ----- � - _�- � -- —----- --______-- - �� �� �- •� _ c� - - ' �- � �� � -- � — � ���s � �--�--�--- -- -- T�L _ _ ---� - -- __ .��_ --- -- _ CQMMEN'TS: � ` - � -� SI"1'E: RYMA➢t -- _.._-- �_---._.__�- - ____—__— - �7 ALTIERIVA�'E BQRnV(y!��'� ��1/ ---- - }..�OR _ Suitable snil depth:_ _ TEXTURE STRIJCT. CUL,UR --- ___. �...-�- -�-=_�--_ - � - _ BaRv Rcx��r SUBSOIL r'�ATL'RF.S �� _ _ _ ` -��- �'��-" c��- - --�---_ ---- - - --- - /5 r �� c�,�� �- � -- --�l _ --_- - - __. _ � c ' � _ ------- � � �,C. -----:� _ �j -� L� r., _ S- `_ - - -- - ---- -- sr-- __ �.� � � - � �r ____ � --� ---�'"_``�-- ________ --____ __. _ .______ --—_ `--� C0t�1MENTS: - --- --- ---- -� -�_` I�ORIZUNS:O, A, A[i, DA,F,b,C,R MOI?iF[FR3: b=bucied,C=iCL'LLJi3.COACJCUtNiS 9pd IIOdtIICS, _ � --------- _-- �X��: S—sand, LS�oamy su�J,SL—sarid} loarn,SCI,=�en�ly clay ba�n,L=loam,SR.-silt l��em, SI=silt$, rt�..,�� tn��5 �f cubonstes,oarr�iiicntial sccum.nf roa oxicies, ��Dw P�».�s�tt bedrock,t;accum.ofcl�y(nrgil�ic),r�d���M,��nt of co!or or structurc,no ilkrvial accumulatioru. STRUCTURE. GR=granular,PL-plat,v.F�R=prisn�atN;,�PR=columnar,ABK=an�lar blocky,S$K=suhansula�bbcky,SG=s�ngle_gra�n M�n 80UNDARY: biv t f", Y 1�L-silty clay foam,SC=sanJy clay, StC=silty clay. � P S�ku 1-Z.5",�iradaes! 2.3•5",D�(fiesc>5•�. KCk)'R: HPw 110,Cnmmon I-S'i., Man , e rssive. MOTTLES: Pe�v 2°i.,(�OmmOn Z-20°�, f�lsny>Zf)°.;,, faKii, Fitt��nr.l,P r o m i ne n t. _ , _ _ _ Y �S/.. SUBSOIL� L`)n y fi}rns,Si lt coacings,Or�����tains, C�Icurcous, frnt�stains,Shak fra�tnts PERCOLATIOIV TEST RESUI.,TS s�t� �aa�ss:_ - �a.va Date perc hok prcpared: - O� -- i _ —� Percolarion hale iafoimation; '� --� .���,K.y �,�.� �:�. ��r���. � Daic readin;gs taken: ___�� � RES� STAft1': �Z� H20 LEVEL: O STOP: g� �� —s - N��LEVEL: I:NTERVAI,: O r � H20 DROP (�. � �,��: .ZQ RE� START: �� I-�20 LE'�'E�: � ST�P: O �o�� N F�0 LE'4'EL: T�ITERVAL: '� �� �� ���P �,:�_ ��: 8. 33 �ULTS START: � H2Q�EVEL: � 8�lc.��/ STO�: F�20 LEVEL:� INTERVAI,.: f�S�� F-i�0 DROP ,{II�T}:,�____,_ �,q�: g, �r / Q�� PER�COATION# .�VERAGE PERCOLATION RA'I'E: U �,.,�� FERCOLATION TEST RESUI..TS Site adr�ress: � f�0�. .�,,,0 Date perc h41e prepared�7�`'-�j- �7� c�a� ------ — � - Percolation hole itiforuiation:� l/ -- � �'�Css�s�7 •`— ��. , E-�. p/� Date readingy takcn: R�,�.ULTS START: � '� �:OC% H20 LEVF.,L: � S?OP: ��`3�r'0� H2�OL£VEL:� � Il�I'I'ERVAL: ��__�____` I320 DRUP � ��— RAT�: . B,��SULTS START: � �� � '� F-�20 LE�'EL: � STOP: ��D% ��%,�D H2d LEVEL: � _ A�T'ERVAI.: '�p r� - H2t?DROP /IIJj:� RATE: •� ���.�.,� STA.RT: ��% �9�O� H20 LEVEL: C% � STOP: ��' • H20 LE'�EL: I:�ITERVAI.: _ � D �P H20 DR�P(Il�: � RATE: . P£RCOATiON# � � AVERAGF_ PERCOLATIO� RATE:_� � �J� P�RCOLATIpN �gT �g�,TS S���aa�: ;�> �� Datc perc holc prepared:,�� �� � --�--- Percolation hole iAf'ornution: �� � d-- �� � � �� � Da�e readings takea: �o 0 R.,,�. s�LZTS START: � ; : C�"� H20 LEVFL; � STOP: _�� %.�'�% � �O LEVEi,:____��� INTERV.4�L: � r`s H20 l3ROP(II�: l RA'I'E: �� � �3���..� START: _f__(���7`�/: O� H20 LBVEL: O STOP: �O� ���� H��LEVET,: 7IV�RVAL: ���� � H20 DROP(P�1}: � RATE: � ' ..7 � R�iS,ULT� STAP.T": D� �: � H2Q LEV�L: v STOP: `O % � % O H20 LEVEL: �_ 1NT'ERVAL: _ �d t� H�O DROP (IIV):� RA , �O, J TE. FERCOATION�� A VERAGE rERCOLATION RATE: �� �: '`� `„ /�iW�i/� , F�i� �,� MOUND DFSIGN �VORKSHEET � .S/j�,. (For Flows up to 12U0 SP�) A- FLOW Fstimmated �� �5"��1�,�py� �e s.�.�,,.��c.u�,�,,r r : or alt�sured x IS =��� ''� !�s•� �.a��m � I � B. SEPTTC TANlC LIQUID VOLUMFS 2 ,00 - us „a � galjp7�s, ; � � 1i t d�o. ' 6 � 47� 2R1 I wlu� C. C.�'Qi1,� f � � � � a1 (r�frr to site evaluation) � � ; � � �s f .o� � � 1. Lkpth to restricting layer- � � f �� 2 ----��� � Depth of percolation tests= inch� r� ,,�' 'a+--� •..r,... � 3. Texfi�re �f'�f�� p � ....�.�..r �.�, ercolghon rate �pi � �� �� 4. Land slope i .y, '�_"• o s.; „W . � �.�,.v �pap � �oeo a000 I 1• Multiply flow ra�be by 0.8:�tn abtain . .-- ( � �Q�Ted aran Qf t�o�k]aqer. A x O.Fs3 = 2. Se3e�t width of mc�c�a�{ma�c 10�up�_�s-h. � � � _�_�. � 3• u��f r o s k 1�Y e r = �,-ea+wi d � + � � �- - —�� _�ft � 'w - i ��� ft <120mpi<10' Lem � E. ROCIC VOLUi►�E >12�m�pi•cS� 1. MuIt3ply rvck at�ta bp to�k dtpth �o g�t cubic feet of zo�k; ft x h- = cu. ft. �q. 2. Divide cu. �t. bY 27ee�- tt/cu.yd. to t 8� �ubic yards; cu.ft + 27=� cu. yd 3. Multiply cubac Yards by 1.4 to get weighe of rxk in t��; cei yd.x 1.4 ton/cu, yd. =____.toms. F. a�C���rTON wtp I-H - 2. Percolation rafie in top 12:nch�s a�f soi�is�_„�II1 i A'�`�'`~°�di�� Texture L Gf�-!�J P �w.�.,�. � ►�.��r , s.�s� '.�d.�.�,..� ar..n� ..Qm�aQa 'r"' �..,.w++�r 2. Sttect allowable�din rate frvm ►,��.o� ; c�s.. �� ,o0 � rabk: a��; ,�� ,.o� ��� ��:� � �rc.•� �°'.`�° � � 3�a+7 �� � 200 �6 r�i9 2�0 3. Cakula�bQ adsvcption width r�tio bY diz'i�ing rock lsya �•`•'�"�� a`�n w io70o Ioad'm�rat+e of 2.20 gpd/f�2 bY� le�i2 1.20 gpd/ft��� ��' ratr; gp gpd/ft=_ . , D-d . 4. M uir+�d�dao ��width i�tio by rocic]ayer width to g�et � rption width� X_��_�ft �`"wry �/� � / � c�.� ����� �.�- ��-�t:�,� u�,r�r��- U,v /S % �j,l� � c. powrrsio� a� wr�Tx �� ��,.�. �. :f landslope is 1�'a ar cxeon, Y subtract :ocic layer x*iCth from adsc�rption wi;th _ . - to obtain -`� � � ' � ,•" '��• • , miiiiznum 3cwr lepe berm toe - a�!� ,,o �� h _ _� h= � c��,,,_�a,�a . . feet ,.,�,�s� e-r�,o� 2- Calc�ilate Mu�i.mum meund Siz� i '—~—,--; I a. Determu�e dep� vf clean s,and fill at , ���o,o,�Nr�a�, ' upslope e4ge or rock 2ayer: --- °t""+`+°�""�`'a � Sepa.attott 3' -�_ ft = � f�tet A°` ��' '�araa,w;ed� ' -�------- � b. Add depth of�]ea�t� sanc� for separation (�aj ac upslope edge, depth oE mc3c layer (1 foot) to depth af cover (1 foot) to fuid the mound height at the upsIope edge of rocic Iayer; �� h + 1h + Ift -�_ feet :. Enter table with landslope and up���,De berm � ---- a-at�o. Select berm muItiplier of �! ;;' ; vp�'�wa�, ----- � d. Multiply berm rnu] ' lier by upsloFe u-.cund � � �'���w��, �'P�•�•�•, .: �a�e�a � ' �''� t width ��:.`�'�: 'Upa;ope w�da, i ��t � �,a�P � e.. �a . , .. _ ;�� �„ r:��q� ..—�-x r.� Fcet $� t : - - �.w--a- '�;-�;•. , a ! , ., : , e. Muitipiy rock a ath by � - - - � i �;_.. ` _ _ _ ; landslope to d�teratine dro in elevation; �° f _ �' 1 �- �J� : : .- - = - � --�-_x 1.��'0� 200 = ,� . �"'�"1da� : � feat � �orpmn w,aa� . - f f. Add depttt of clean sa.-�d far siope l.` - � '_ . - - � _ _ . ' _._1 diffe.rence (2e)at dow:�slope edge, to T��� --`- the mound height at the upslope edge of rock layer (7b) td find the dowrulope height; --� ft+�.h= �fret g. Ent�r t�ble Hrith lanci.s pe and dow-nslope berm ratio. Sele�t benr► atultrp�er of N , h, Pdultiply beim �iulti lies by dow�r=lope rr�ound t,ei�„�t to �ef dc�wn,slop be . 1X �f . i. Compare the�-�� Step G.I� r- g�esLor��vc.r�c.�sas and Step G.7.�►.�,_, �a� ------1 Srlact the grea_t�:ot the two v�ues as the �� ���� � L'�o�s PI+�S�Or rdf�0i E���s fsr��y�j downslo;pe bernl �vidth; � feet � ���� a°ro'�°"""°� j. Tota1 n-�ouz�d wia�'th ic tha sua� of � �� �. .! � , _�1___F._.�� upslop� �rm {�.2d) � :o d.o �.c �.o �.o �.c ..o s.o d.o �o r.� wideh plvs rocIc 1,iyeS width (D-2) � � �x <.:�� s�s a�s �s3 �9i ;.0 ..�a �.ba a.s� �a� � � � ptus downslo e berm width(G.2i �+ � 3 i� �.�s s.sa a.a� s.�. za> >.�o �..sa 3.� a... 6R, � �� , � I _...L� � �. �{,��s � � 3 � J 3i �.Sa l.Si 7�2 i.f6 ` 275 3.57 1JS 5 QS 5'9 6 s! � k. T a t a l a Z o u n d j�n g t}► i s t h e s u m o f L s lo e < � '<� ��6 a2s -.a� 9,� � z 6 s �.s ..r, a a. s.a o� { b�rm widd�t {G.2d) plus rack�a�e,r !p1P P - � 3�� s.a� saT �s� io.r. � zc� u; .� ;� , ,9 s,: � plus upslo�e h wi �G.2d � $� �•3) s �� �.0 �:. 9�� izm� zs• �.:3 �.e� a,� ..93 s, ( �• % � 3 d0 5.56 ;.69 ;C�4 13'3 � jY +_�+ fF - 7�..�s` ; Iut �tz �70 �n a.�o s.;; � - � fett � � s.qs :.os a3� i�sa iy s� f �a2 a os 3.s, .�S ..9 .ai I 9 � i.t: 6.25 9.79 t 3.Oa I 8 91 LS6 +9r 3 a S S 90 � ��D�"' � 3o a 65 � � � 10 3.:9 0.67. .000 � FlI'idI �III1�IlS10IlS: I is.00 �3� � �31 ,ae 3 73 �,,s � ,: l� ' 1 t a.d� i.;t. ;1 !I 1Z6,5 30.13 I � Z7! 3.�3 3.61 J.45 t.26 ; �} �� � � G1 X �� �, � 1'- '�.E9 '.69 12.5� 2t.13 �3.�5 f ur 2�a �.,� 1.�9 ,�� .;,� � �.�,.�� ' ,: . . �• � •-;:2 � i92��0J i-:6i . , � , � . `�..,�� . 4�����+�ltie Rd, � � - �. , . . . � . �.�.�=T� r�:sc�,ce .���` � pw �f a�.j i�.23 .��o� . 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' . • • . . �-�! _, '. . , -. - ...._+-��� - 0�/15/2001 2�:05 FAX �105 --- ......;:,: :---�-=:..•:•�..•::::_:� - - - ....�... �:;�: - - - �:<�•: .�•.;�: .::�::�_::_,';::::�:�:'=:=:�::�:::::::::.:.:::�:;>::::�:•:::�:':=:=:�::::�:-:-:-:_:.:::�::::.:.. :;:,••:� .;:���;::•:•.,:�:';=:::::- .�..•::,--_::-_.�-. - - .,.-----� ;.�•.-.-:.�: :�:�;:�:�:-_:<���•::::.._.. - - •::•:;�-:::�_�:`=`:=::�=:=:;::: - - :.,,.�-=-- - - - �.=��:=::�:.::::::::::::'::;; - ;;;:;;�;�::=::'::�:;:;�::':=:�:=:�:?��:��=:=:����::�:���=�=�':�:�:�:�:=�:�.'-::�; ���•��•�--�- ... ,.. - :.,•::� - - - '=:�i =:�:_;':=:=::=>:'.:�_'_.... fi�s. :=x�::'•'::-_- -s(�`... fi �,•:i�:'=��_�:=�=��� ... .�-::- . _ -...... :�:r.. .����• •:::•:::::::�--..... '-:::--::�: :.: -- .:.�::::. .�t:;�� .. ..:•.,�.�;::i�:=�..�:;�:��:�:i:='' .::s::=:::��::_�::::�:::::::.:::::.:���:::::::>,�: :,:� - - ..�:::::::._-: ..-x-. .-g-- :.,_..:::-�� - :.:.:� - - - - _;:_ - PROJECT: // CONDUCTED 6Y: DALE J. DENN EXCAVATING L I C. DATE � AUGER USED: HAND SOIL CLAS5IFICA7ION SYSTEM: USOA-SCS /�L7�Kr�¢�- S � BOR 1 NG NO�,�� SURFACE ELEVAT I ON: D�PTH T�XTURE COLOR STRUCTURE fJIOTTLES ROOT5 80UNDARY � �/� ��l !D f/z 3�� �� %�� �l - si � oyr� y cp� � � 3K - � �ay,�s� a''F � - -� �s�� �oy�s m�ssrv oTHER OBSERVATIONS: ��T �S/� . BORING N0: �o� SURFACE ELEVATION: DEPTH TEXTURE COLOR STRIJCTURE MOTTI,ES ROOTS BOUNDAP�Y � �'� �D��j /��/L ,�// �� C'� g - � �s�e� ��y� � �P �k 6 -� S�L /�� �d� � `� _�-�- � f �Si�. � � s- S � � OTHER OBSERVATIONS : ��� � oF � 0�/15/2001 23:05 FAX �06 •:;•: •:;•:�.�-: - - - •.,•:.�:��.•:::.�:: -�-�--•.. . - - ti�::•.•:.:•::::::--�:�::::::�:::��::=�_-�.::•::::.::.:.::.. :;: ..�•:•:�::�:;==::�:::::�•:•::�::�:::::::•:. •.�. - :.,. ='„:�.�- •.�:::':::_:::::. - �;:�•:=:•::,:�:.:�:::. - - .�� ..•.,:�:::::,-:..=:�::::•:•:•'�:: - - .;�: ......... ... .. . ... - _:<�::;:�:�::�:�:�::=.�.._�:.,:.�-::�:::;::::•�_=�::.- - =:�=: •:�:•.;•: - - - - - -=:;: ` - =--- - _ - - - :_;: - - -- - - - ;:;;::= �::�: - - - ::;•; '�cs'=:=:;':�::::::;:. - - �'�S'?: - .=�� .,� .G'Ji''� ':i�:: :•'`. '�=�'���;�� _�. ;;�:::.:::..:::...•.:;;:.::.:::•:�._�'•':;:::;'�:=:�::=:�:�:��:�';�`�::=:=:`':::�;�=:�;:;� : :,;• .:.;.::;�: :._ _ - - :.�...__......_ - ;.�:��::::::::::�:_....:�a..r.:.z::ri; ,:s:-:::::;•::.. :;��..---• ...�t..•; •�:- --- �:;::;;�:.::.:.:.::::;.:_. - :;;:: .�. - -- -: : �::�; - -- PRO?ECT: � CONDUCTED 8Y_ QALE J. DENN EXCAVATINC LIC, h"�3 DATE �� �/ AUGER USFD: HAND SOIL CLASSIFICATI�N SYSTFJI�1: USpA-SCS l�L.r��!�-�-� BORING N0: SURFACE ELEVATION: DEPTH TEXTUR� C�LOR STRUCTURE MOTTLES ROOTS BOUNDARY � � � /� 1 � � �4'- �5'/G�L � �- ��. � � � /� /z "� � � � f- cS/L D�.0 � OTHER OBSERVA7IONS: BORING NO: SURFACE ELEVATION : Y DEPTH TEXTURE COLOR STRUCTURE !�lOTTLES ROOTS BOUNDARY OTHER OBSERVATIONS : ��� a o� � 03/15/2001 2a:05 Ft1X �07 PERCOLATION TEST RESULTS Site ad.dress: � � Date perc hole prepared: � /�� Q� ii Percolation hole info�tion: �.�� Sdi� �.� � �-�,� -- _. - Date readings taken: �Y �i�-�C , � l RESULTS START: ��'� �-T20 LEVEL: � i �/ STOP: �� � H20 LEVEL: � INTERVAL: ��,� �� H20 DROP (Il�]):�� RATE: I" ' � RESITLTS ST.ART- � H20 LEVEL: � / i �i STOP: C 8 �� H20 LEVEL: — ' �4 � ,3� /, H20 DROP ; I RATE: �U - �p TNTERVAL: (IN) RESULTS . START: � H20 LEVEL: / ,2 ii STOP: l g �J z H20 LEVEL: , �i / INTERVAL: I g �� H20 DROP (II�: RATE: ` �' PERCOATION# �/ AVER�GE PERCOLATION RATE: �v ' ���`�� � �T���I�T� � � ��� � � 03/15/2001 23:05 FAX �108 PERCOLATION TEST RESULTS Site ad.dress: 6 / Date perc hole prep�ed: ,/� i��i� , �� Percolation hole information: � G�� ��� -- �� �. ���-� Date reading9 taken: RESUL S START: C/ H20 LEVEL: v STOP: �� D.S </ H20 LEVEL: i� J � INTERVAL: �d � b.� H20 DROP (Il�:�_ RAT�: / ' RESULTS START: � H20 LEVEL; � / i l/ STOP: �b � H20 LEVEL:_ i /� / � INTERV'AT.: � � � H20 DROP (II�:_�_ RATE: L ' RESULTS START: � H20 LEVEL: � STOP: ��> / < P r/ H20 LEVEL: / f Q` !� IN1'ERVAL: 6� `V H20 DROP (Il�:�` �ATE: �' rERCOATION# AYERAGE PERCOLATION RATE: � ��� � �� � 0�/15/2001 2� Fr1X C�04 ' OEL� 'ED 1 'T�p �� �Y�� �� � - •_ — „ . ��C�!/�/ �� /�i� �I'�--'-� ,' • • T� �� ; ._.. `Q r J �, \ t� ` V � � �0 - t ' .�'� \ I l N � �- / �� I � �" -= � - ,- � „ . I � �"N � o0o E • � .+ ' � '' I � � ' � 1 y � f � � ; , � , � � a6 � , Q�0� � ' 00—� '` � � � . . I _ � � � ti / \ I ' ` 4 r� 15.53 � �� 1 6 r �� �� 1 G; � � � , � _ ; � \ �` ' - , , � r ,L 6 00�, m . � ,� �, � '. ` U I ; �N� Q ?f r�s ���- - - e�' � ► � , �., � ! � ` _ 1 � � `�,;1 � p .N`i � , t� � � � , � . B vrc.� � C� � ;�` ,. L, t �' I �`�Z � . � � �7 'l` IS9 � �'- ' ...� .. .. • - • I � �� . Z��- ,%Y- 1 t � � � �. � ► Lr � �� �� ' I, . �� r♦ � � , D 1 ,} ��,.� � � � ..J�' ` � � i , / � ��� . � .,� . 1 . 1 � ` J •r_^ � ' O /\ � 1 � I � _ _ Q ^ _ �Q�J. � _ � __ __ - _ � ' ^��' I � I ^-'� �'t ��� ` ` 1 "" � �6a � , Cr � � ' ' I N ., � � ��- , _ � . � � I -� � o � r� ,� �� . - ' - -- -• �'n. ,�I � _ �� � �.�� ��►����� C��i�A�Y� ���:. INVOlCE Nd� �A�TD S°�JRVEYORS F•�.No� REGISTERSD U1�DSR TH1E LA1rS OF S�'ATE flF" YINNE50TA SCALE: ?" _ �� 7941 73rd A•�nu� North 7��p_� O DenOtes Ira Paz Na 7e9--5gp_� D�IInnenpolir. Yinnewta 5b428 �urur��rr�c �rrtifir�tr TERRY E�D CONSTRUCTION "SKEfCH FLAM" � �:'�, : '!�'tr=�-�; �_�r� : .i.' . .. ti . ' i i' '�' !�i r.� � � .':L :.i .:�i t: . t.3 f�� b j..l.:".l ...�L"`!.S.J..... .:.�,'„'.:': ..! `� :,,..._...................... O r rt � w ._ : N89 45 OQ E 200.6'�........................ 1 � �� i - _ _�.� - - - - - - - - - � - _ _. .. _. _ _ _ � ...t ____ � � f tf�� �o� ;� � } � � O ..r i (r � ± , f � ! � f' � � . . _ --� ; r•.�,. " ' � ; I r�-y 1 �..�p I t0 � C�) r,.i..i 1 1 �"'-1 � � � I � •y"� / f � l � 1 �.�ri ' :�•i � . (! �j � ` i ,. C� nj r � � . _ � l."` � ��, ' � � ;,., � _ �y o�'' O� '` j � y`� ' i I �, �- , � 1 , �� ,,/ � i � '�' '� s`� '' / � ' � 'V',.,j �,/� ' j � � � ; � � � i t f G�,� �� so ' � C? ,`' ' , ' � � C.� � / �,,�.'. , � + ,::� � � co { / 1.: I a � O j� ��; � � - � ln i x � � �� i �� � � r:' / _.+i... ( 1 �(� i � j 301 0���,� `. �// � w � �i�:�.�� i� � � � � ♦ / I .. i / �O J •.i5-Op t V' j � `T� � � � O `�' '; ' �t�ti� "� ... � U2 � - r Ut J �• �'�.�..�...[ \r• � � c ~' � 7 � ` •1'1.� � ��F� � . �M'^�, r � �j�;.a� r, �'� Q� ...� � i ; �,, '; � pR� .5�� ... ' , R ��r ti...�..� I . � t ' ' i } , ' w. � : e �„� . � , ..* .. �'a '`` 5° �� .�. ' /' - -Existinq I � � 9 `'� 1'+6 .,.r House � f ti.. , 3.`5 � � .`��". (to be re+'noved) ! 7 � � �� � . , �% � � Q� ` y � ��`,- � � __ � : _ _ �� i�o � �-� � r � � --�_ �� i - ,��,3 0�' — — � : .. ; �,� � � , � 8•,� __ � ; � ; 3��: - _ ` : 55 ......` _ ' _ lUT 1. BLOCK 1� SAYVIEW F'ARMS 2ND A�DITION • . � ; oMy tosemenle ehvwn are trom plota ot reaord o� informotion �vided by dir.nt. � Aernby cextify that thia is o truc ond eorrect r�:presmtation ot n � swey a� 1hc b.xndwiey of t�� abovo dcx�ibcd �and ax! ttK �J ation of aN �ai�dinys ard visiWe e�oocMn�nt�� it ony.fre�m ex on S(� , C� , . � CU6TOMER: N�mr CG: t�Q� qi3Qn Ga�atr -- r 9�fO�l �Yt�Oi�: CIly, 8b1t�, 2ip Codo: Pho�M: (H) Work 962 4A8 6fi74 Cell 91TE /ICDFtES8: StrMt: d8d.5 8s�sid� Rd City Orono. MN Tow�tthip PIO Det�o'f desipn Aeri120fh,2001 Sytt�m infortnstion XX New Replaoement Type Ot iyttem RoClc Trench Gravellsss Vench XX Mou�d At-�nds Chember Attemative, Other, Perforrn. Typ� of�shblistxr�ent Minimum 5 b�droom d�ion 3�ptic tsnk irtfdmstion No, 8 siz�of u.�abl■ �xlsting t�nks: No. e eize of n�w sopti�tanks: 12501 st b� 1000 2nd " It th�ro s pnnderlQjoctor pump used in !hs tyst�tn? �Q (Ct��ck for sddiifonal sizfnp nquiraments and oompartmentali�tfon wkh LUd) pump b�nk inbrmQtion Sire vf pump tank ��flona Sit�o�nsidretiona _ ? P�ne ar n�tur0� Aaa Ilnes In way? � ? Undef pround alec�riC linpo in w�y? �„?�_ Cab1e ar phor» lines in aray� . ? Burisd water Ilnes ln wey? �� �ci�ttnq s�tic tank to pump and inapec;t? 7 Old septic t�nks to pump end b�ry? Y SvpGc tar�lt trudc ame�8 aveilabie? ___�__ 7r�to b�rrmoved? N Di�fiwlt tenk S dr9�irrf'teld �quipmont acC�saMrork�bilityJ OthK. V�ri� t�quirrd� Dsacrib�: ��as � of �i OESIQN SUMIWIRY 31NSTAl.LAT10N NOTES �ruoc�'d by LUG, ra�n�,�i.��,s.� �J SiOp� ti 3 percent NOTES: 1 Up�lope widtt� le 11.9 ft IEsteblfah 16 ir� G�an aand depth !in tlie lon�itudinel osnter of the rock Dowrislop�width 16.5 ft �ed (bp borinp 5�. ; � i Mlnin+u�n �d�plbn width 24.0 fl I I Fiodcb�d it�s la 10.0 X 82 ft , Cl�sn qnd d�pth 18 ind�es � TANK& � � Exi�tinp, uWDh �ailon New 2250 p�lbn � Pump t�rik 12b0 p�lfan � GPI tor this t�Mc ia 23 +�pi ! i Pump abe 46.6 �pm et 27 f[hegd ' Purnp qp�diamabar 2.0 inches � Purrlp flo�t t�tha�di�tsnc.e 8.9 inches ; PFtES3U�E DI$TRIBUTIQN SYSTEM No, lat�rals 3 later�I l�npth 60 R P�rfora�on ip�Cinp 3.0 it PMfOrltlp�a pK I�t!►r�l 21 le4K�l dierTl�tK 1.50 indlds Cenler or End Manifold fesd; Centsr MI►TERIAL VOLUMES Wastwd roak 36.3 tons Mound esnd 107.1 tona 8as�d an 1R 1an4 over(.dso�c widrn x mo�d bn�,� 20�,5 Lo�rny sand e�p 32.3 tOns Bsa�a on �tl oi L6 ov��rocacoed area TGp�Oil 137 tOne Dasea on tha mouna loot pnnt 3304 X _e teM 26d3 rAOt i OF 1Z MOUNDDE$IGNW4RKSHEET (Forflcwsuptol�0opp� a E�tMrqtt�d �pd or meaaured X 1.6 = �i,�d B. SEPTIC TANK I�QUID VOLUMES: 2250 C• E3tTC fYJI�UhT10N INFCRINATIOIV 1. Dirpfti v1clasn aand�q. 16_00 Inchea or 9_�3 fi�et 2. D�plh Of p�r'oo{otlon t�sts = 10 Incha� 3. Saf Te�une �� 4. Pfrc. Rete 15 mpi b. land Slope 3.0 pstCvnt D. RpCK LAYER DIMENSIpNS 1. MuRipty ffow rete by 0.83 ta obtain rsqulned are�a of rock I�yer 7S0 eDd X 0.83 sq 1tlQpd 6?2.50 aq. ft. rock ersa 2. Solact width of rocic i�yer (MAY 1p'if�120, or ma�c�'if>120) 1 Q.0 8at 3. Rockb�d wn�th t.�..�,, 622.50 sq.ft. I 1'foet= .3 feet Rouod c11 � �. 1tOGK YOLUM� 1, Muitiply rodc erea by rocic depth tn �et cubfc test of rodc: e?.2.5 sq. fl X 1.0= foot = 623 cubic teet 2, Divid� Wbic fMt by 27 to �t cubic yerds: � Cu. k. / 27 = �23.�_arbio ya� a. M�n�iy a,�ya�d: �y �.a co a�t���rn a r�oak �R �ons� 23.1 w. yd. X 1.4 = �,32,3 tons X 10°�6 = 35.5 tona req'd F. AD80RPTION W1pTH 1. P�r�pp�tiv� rot� in 12 inches d eo11 ia 15.0 mpi BCiI T�xturr im 91L 2. S�Isd allowabl� soil t�adi�� rate from table: 0.50 pd !sq. n. , ' a;'i$= ..��io b:� io �To n wer�ow as �.e� 11 TD� 1�f1Y C m Lm N10� RTtOrw o.�o ��p �iv• eu�►nrw na ��� ■�0�7� aur o.a� �.00 . 3. Ctlwlot• �dsorption width rutio by dividirp rock I�ysr laadinp rate of 1.20 ppd / sq. ri. py s1lo�waple soil �oadinp r�tr 1.20 OPd�sq. d'n►ided by 0.50 GPd/sq• ft_ puols � �. Multlply edao�ption width ratio by rock layer widtfi to got raquired ed�orplion width: Z.40 X 10.0 foet = 2'teot adsaption width PA13� 1 OF 7 Z G. DOWN9LOPE BERM WIDTH (Slope> 19�b) 1. Slope� 3.� M fanda�iopa is �96 or n,ore: suba�c3 rocic i�yer width kom adsaption widtl�to obt�in minimum dvwr�alopa berm too: 24.0 f1 minus 10.0 1t rock = 14.0 Foot minimum adsorpticn area 2. Cak:ul�t� minimum mound aize: a. Dvt�mlrw depth of clean sand at upslope edgv of rock layer. Frpm Site EvelvOtion �tap C1: 16 0 �incha9 elo�n �nr! b Add dspth d clean send (�a� et upslope ed�, plus ' foot o1 rock plua 1 foot of cover to Qvi mound hoipht at upslape ed�e a rock I�y�r. 16.4 in/ 12 = 1.33 fset + �n + �R = 3.33 fNt upslop� ��iqhe c. Entsr teble with lendslope to pet upMop� beRn multipli�r cf 3.57 d Iu1��Itipy hwRn mt,lti�►tiar ?�hy upsie►M mn�inrl h.iQht �b te pot uplep� b�nn wfdtt�° _,�5T__ X 3.33 sqc�rs 11.9 feet upslope berm width e. Multiply roa�c layor width D2 by landelope to pat Q�op in �levatfon: 10.00 fa�t X 3.0 96�1op� = 30,00 / 100 = 0.30 ts�t f. Add cf�pth Cf Clea� s�nd for slope diRe�ret�oe 2e ed down8lope 6dQe, to the mound heiqht at fhe upslopa edee o1 rocic laypr 2b tv flnd dovrn�lope heiqht� 3,33 favt + 0.30,�„_foet = 3.83 fNt downslcp� noipni g. Enter table with landalope artd dbrrnslopa►bvm mukiplkr vf � 4.54 h. Multtpty berm nwltipN�r by dov�mslope mvund heiyht t0 9tt down�lop� b�m wldth: 4.54 ieet X 3.63 equala 16.5 feet downslOps bertn width i. Compare wluae of atep G1 14.0 ft 3 G2h 16.5 ft The prseter of the two values 16.5 �ia the dOwn�iep� berm width j_ TOt�I mo�nd wi� ia the aum af upslop�berm width Q�20, plus rOdc 18�ys�width D2, plus dOwnalope betm width G21: 11.9 Teet + 10.0 toat + 18.5 teet = �,4 R wide k. Total mound ler�th is th� sum of uplaopa bermwidth G2d, plu� rock 18yer len�th D3, pl u• ups{opr b�rrn width G2d: 11.A fiaQt + g2.3 feet + 11_9 foet = 8�.1 ft lorp i. FIMAL MOUND DIMENSION IS: � 38.4 R wide X 88.1 R lono TIPLJFA �QLOrF MULTIPU T 01 1 ,.o �,a a n zst �.�6 aa a.�i �.s6 2sa a.� �.o aao ..s� 2�s a.ar aa �..� are Zes �.� �O 3.63 5.00 2i1 a.� �.0 � f.7� 2.8�1 �,2! 7,0 1� Q..� 2_�E �.12 �-0 �-16 6.Et 2a2 i.0i ao ..,, e�a s� ZM 10,0 �� �,f7 231 2.N I 11.0 4,�q 7,1 s 2.� t7i + e • r. s� -�v � P/10�' s OR 12 MOUND GROSS 3ECTIpAI 196 SIo e or eter 35,4 Total mound wqlh I I ��,... e-,r�r��i I o a o , .o n � � �e.o ��s�.asn.d�►,a ' n�r,ea wrr.ce 16 S ownslopt dlk� 11. u Cika -- �4.0 aa��ofp�ticn w� n P�10E 0 OF 12 PRESSURE DISYRIBUTION 6YSTEM 1, 8Meat numbsr of pe�fvr�ted leterele � 2. SN�ct p�rtorntion sp�cin� 3.0 3. Slnee p�►�orst�on� ahould not bs pleced closor then 1 ft to thv vciye af the rock layer, subV�ct 2 isst Mom the rock layer len�tth. 1,e� �riinue 21�t = 60 iaet 4. O�tKrriir�e th�numbar vf�pac�� botween perfo�tions. Dividv the NnQth obove by the per�attlon spqcino end round down to ths nearest whvle numbsr, �.0 divideQ , 3.0_ equala �0.0 spacas ro�raded dcvvn = � S. Nttnb�r oi perforat�on� i• equel to 1 plus the number of perforated spacas in �tep 4 -...� �P�s Pws 1 � ?1 pertorat►ons pQr lateral g� �k�P�Y� P�*etion� pvr latera� by thv numDer af I�carala to p�t�ota� numD�r of p�rfnrationa. � X 3 equals _�total numbK of porfo�tions 7• D�t�mine the requlre�d ffvw rato by multiplyin8 the number of perfa�tions by Ihe roqulrod ps�or�tlor,a dlaeharye from ihs tabls below. �3 Pe���s x 0.74 hcle disc�arge • 47 APm UM N C� INCM PEIIPO TIONS PER FiEQU�RED PERFORATIOIV PI�HARO� I�A'TF'.lW. OUARAt�Tre s�0"11 DlaCru�� E YARI�tT1ON T � + IN PI►E 1,S IN PIPE 2 C(N PIPE � rar� sl.rs�u �s �u nu pERc > >D � 1.0 0.� .r� 3.0 t� 17 � t. � t2 16 a a u�EOF � F��rH a . �-0 11 15 2! �b. L16E01�011 IUl OT1�1ER AlTLtG1110N 0 f �� � 8. K HE�►DER PIPE is oonnscted tn the END of the )aterals, solect minimum roQuired laterol diim�t�r from tabl�above with portoratfon sp�cin� and number o4 pe�foration9 per I�t�r�rl. Ssl�ct miniria�m di�meter for th� pQ�foratod latorol. You h�w i�l�ct�d fE 3p�Gr1�' end Prtfa Der I�t�ral � inch miNmum diameter�aterefs 9. ff HE/IOER PIPE is oonnec:ted to the CEtJTER of tho Istorals, pori$ por leteral are 1/2, saleCt rn(nimum r�quitmd (st�ral diameter from teble �bovo wit� perfor�tion spaci�q snd *�w��01 pprfo►�tlone por Isierol. Se(vd minimum dlamster for the pe�lorated ta�Orol. Ya,h�w wl�ci� 3.p _ R mpec(np �nd 2_ 1.OY Peri� Pa� taterml �ir�d� minirnum dism�tsr later�l pno� � o� ,s � SIZING OF PUMP STATION 1. Insert Aow rata 750 IIcnB per day 2. Insert qallona por wRicel inch frorr►tank manufactura� 23.0 vellona �,er i��cli 3. C�Iculat� a�tlons to covet purnp 8itiin9 on 4 inCh block with 2 inCho� of watvr 4 in p�ed + 1 Z ump hgt 2 H20 = 1�0.0_! inches o1 weter 18.0 H20 X 23 ppi = 414 yalbns to caver p►unp 4. C�Ia�u1�M �I purnp out volume a. C8loulata pellons per doae baaed cn 4 pumpin9 interv0ls per day �S7' `_AOw dividee by 4 • 1�8»7,,t���lloRs p�r doaa b. Coioul� dr�inbeck (1) Pump pip� ��e�ptt�a diam�t�r- 10p l�n�th 2_0 in di�rrt, (2) p�t�rmin� tiquld volume of pipe from chArt psr 1�0 feet =' 17_e�3 �� r� � pi u�� i� Fr , �.n 2.eo �.n �,�o �o.6e �.00 ».�o zoo i�.a �.m e6.�a (3) Muitiply pipo I�npth by volume divlded by 100 to 8et drafnback quantlty 1 .0 X 17.43 epuols 174�.0 I �00 =___ 17 Oatlon� S_ Cslculete to�tel p�m�pout volume by adding punp dose#4a plus dre(nback�4b3 18T.lS eallor� t 17 gpllon� = 205 gellons pumpoui volume 8. Calc�lab� volurr� for o1�rm based on 3 inches and tank GPI __ ?,�.Q �Pi X 3 = ��sllons 7. Cslcul�te pallcn� to cawr pump#3, pumpout volume ►�5, ar�d alerm volume�i8 414 plus 205 plus 8g equels 688 ��albns WITMQUt RESERVE CAP 8. if LUC3 raquira 7596 dpily flow as reaetve capacity, rt�s+v�capiC'h+ = 5�•5_.g�llona 9. Mlnlmum pump tenk sl2e WITHOUT roserve capacity�quals 888 pallons 10, Minim�xn pvmp tenk aize WITM roservs capedry equols __ ��50 oallons 11. Flo�t s�pKttion dist�r�ce equels pumpout volume i�5 diviQ�d by tenk �pi �2 ,� dividsd 29,0 �pi = 8.g inc�ea to tether floet P�oE e oR �2 PUMP 9ElECT10N PROCEDURE A. Punp caP�'a�Y Alrosdy dptormined frOm PRESSURE pISTRIBUTION PAGE, line#7 P�P �Pa�Y s � GPM " Pvmp capeciry ehould be between 20 �nd q0 GPM for rharginp a manitold or for pumpinp to a pravity situation, ie, 8 drop box or distribution box. 8. D�t�n�nin� hpd�qufremerita 1. E�evation difhrert� batwsen pump end the point of diBCharpe � 18 2. i( pt�npinp to a pres�un dlstribution system, odd 5 fogt of he8d nequirod �t the rr�nKold_ K pumping to a gravity �ystem, usa zoro (0)fest af head. r 5 3. Mii�►rnln�IHellon loos � Entortriction Io� table wit� �prri 46.6 end pipe diameler 2.0 FLOIM RATE PIPE OWMETER ROW R�1� OYINAL PIPE OIAMETER � IN t.6 3 � ao zs� o.r� o.�t as e,oe zoe o.�o � �r� �.�� o.�s �o � e,w �er a.� � �.ea o.�s � �,.a� sa o.v Frk,�ion loss = 3.28 teet por 100 R ot pipo b. D�t+�rmins �atai p�pa br�g�th irom pump to dischargo point = 100.p A,dd 2596 to pipe len�th above to ecoouM tor fitUn� bss = 125.Q teet plpe c, GIGul�tt t�o�t�al fric�lon Ip�e by multiplyiflp fiCtiOn IOss in ft/100 83a by �quiv�bnt pip� lonpth 83b �bove = 3.28 X 125.00 eqWls 41 Q.OQ / 100 � �.1 R heed C. Totai F�d requinsd is tho sum of the elevation difference B1 plus 8dditionel presbure far th� m�nifcld 82 pk,s the total friction loss 39c. �e.a P�us b.0 P�u� a,t oquela 2�7,1 Itbotal hesd D. Ths Pump rsqvir+�s 46.6 gpm and 2'�.1 Foet ni he�d PApE 9 Of 12 � SOIL eORiNC38 DATE: A�ril 20th, 2001 CONDUCTEO SY� I,�. SEPTlC lNSPECTION 8 OE�IGN �ALE J. DENN 81 D h exture olor tn,dure Sub-Soil test�,rQs ----�__�..._.,._M�... . ..� � Primuy 14 l0em 10YR 3/1 Ft � �4-�e i �ovR 3r3 arc 1 S-2p IGL lOYR a/4 SDK 07TLE8 A7 19, H20 AT 18" 1 I 82 h �eture obr tructure SubSal�res .� _v� Pnmry 1Z L�CL 10YR 3l1 GR i�_ � 12-1e L 10YR 4l4j88K �9-2� ICL 1�YR 4/4'S9K OTTLE8 AT 18, H2� AT 16 I 83 �xturv olor �3tructuro S �I fiaturos Prinwry 12 � CL 10 R 3/1 C3R I . 1�-1d TO Cl. OYR 3/3�.SDK 1b-28 ICL DYR 4/4 8K IMOTTLES AT 1e INCHES l I B4 h eoflure Cobr tructu� Su�Soit f�atuns Pnm�ry 12 L 10YR 3►1 R I 1,�-18 !� CL 10YR 3r3�8K 1d-2a ICL 10YR 4/4iSBK TTIES AT 18 INCHES � 65 exture olor cturo S�,b�Soil leaturo� Prim�ry 18 � L 10YR 3/1 R �---- 18.26 CL 10YR 3r3 9K MOTTLES AT 2Q INCHES � e�QLKe olor Structure Sub- 'I fa6itr.irvs I � PAsGE 10 Cs 12 PERCOLATION TE3T REPORT SHEETS DATE: Apri120tt�, 2001 CONOUCTED BY: I 0. SEPTIC INSPECTIONS g DESIGNS DALE J. OENM Pi De�th� 10 In Texture: L Averege perC rete. 11.4 Primtry Tlme IKervd Irrterv�l Intervel otel Wele� Wate► Walsr �et min 3 iac (mFntA�) (is�cond�) mo I dopth drvp drop r�tr „ar„r,e,tt, IM�v�I ti�cfm MPi tart O:QO:aO 8 .......:.............. 0'11:30 0:11'30 11 0.SO 11.50 . . 7 . 1 1 11.5 o:oo:oo e ..,... .., �- � --- .0:11: 0:11:05 11 0.08 91.0@ �.. .....7..... ... 1 1 11.1 . 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House i � '� (to be rart�pved) t i } I � l ���,�. ' ? �� � � `�` � i � \ YJ ~`'`- � i 1� ��`, : _�1 1 I'O ; - ` � � —...` `� � i � � � ��'3��► � � ` : _ ; 8'S � B,,E, ► � � _ _ , 3 � ' : O,�5 , _ � f lt)1" 1, £iLOCK 1� SAYVIEW FARMS 2ND ADD1TION � oMy e03emen17 ahUwn are lrom pla(s ot rec.ord o� infwmCtion riKied bY dient. � Aereby cartify that thia is o true ond correct n:pra9mtaticm o! / � �� swey o� thc twuKlor�� o( the obova dcx��bcd land md t�; J/ :at;on o1 dl buildinya ard visiWe ar�croaclMnwnts. if my,fram or on Sfqned . «� . . � _ / ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTI E �/ SCHEDULED I I-S-c)I I I�-�— PERMITNO. ✓ 3 COMPLET � I�"5''�� Z'� U c� ��ADDRESS ��`�S `� '���� '��� OWNER CONTR. �;� '`G�'. I�c��.�j;'=;1' �'� TELEPHONE NO. � DESCRIPTION )�� '�- � � ' ���� l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 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 EPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTORTOMEETYOU:�YES_NO � COMMENTS: � a -` �'i� G (r� �,--v r - �� S o � �J_r--� V.iO C � a � 0 � W � Q � z W � W � j d C?WORKSATISFACTORY:PROCEED �ROJECTCOMPLETE W � ❑ CORRECT WORK&PROCEED I I SUE CERTIFtCATE OF OCCUPANCY W C� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. - pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-460� OwnerlCon ctor on site: Inspector. "'"� White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �_ INSPECTION NOT CE SCHEDULED � � ; t -� PERMIT NO. _ � COMPLETEq 1� t�� ADDRESS ���� -���y� '����- '��!•� OWNER CONTR. �:��:.�'�`�^� ��'�^'� " TELEPHONE NO. � DESCRIPTION %�I+� �' a '•_ ( /�/r'! _ ,-�`�y�� lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULAT�ON 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE /2�7 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL �t 5�',EPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL - 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU: YES_NO c�„ COMMENTS: � � �`�\ S ��Z �� �J� � I` � ����`\�-ls_� j _ � ��t 1�-h � . � c��:��� �� �n o . '' - to��C_ o�` �e�) � I d � 61 � � o -- � 1 : ��5 Q ; � �Q�` � ,� � � ,c�� �Ic Z - ��,b� ; � o,� �-v�P � -- s��� o �L °� ` t'1Zz�� k-�:rG:\ c>�� � •i�� �-- �'<1(r-� � d �(�NORK SATISFACTORY:PROCEED � PROJECT COMPLETE W � ❑ CORRECT WORK&PROCEED '' ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PEFMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. i' pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ! CITATION ISSUED i-1 INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-46�0 OwnerlContractor on site: Inspector. v '�a� �2�Y'`a-'r� White Copyllnspector's File Canary CopylSite Notice !T DATES � TIME_ CITY OF ORONO ca��Eo iN �- � --�- `' � �= �� �' INSPECTION NO C C. SCHEDULED f �� � PERMIT NO. U� '-��� COMPLETED ADDRESS -lC��I J 1�-t-YLt C� �C�{ OWNER CONTR. CD ( SOYl��4- TELEPHONE NO. ��a ����" � ��L/ � DESCRIPTION S'�-� �' l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOfiE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTORTOMEETYOU: YES_NO � COMMENTS: � � — Q �F1,- v j `` �C��C�L � 0 � .— C��v'�r ��� 0 � W � Q � z W � W � � � d W WORK SATISFACTORY:PROCEED � PROJECT COMPLETE W ❑ RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITION WiTHIN HOURS. p pHOTOTAKEN INSPECTOR W4LL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. (g52) 249-46�� OwnerlCon ctor on site: Inspector. White Copylinspector's File Canary Copy/Site Notice