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Home My WebLink About1997-008927 - new septic� ` _ PERMIT CITY OF ORONO PERMIT TYPE: :.::::.... - 2750 Kelley Parkway - P.O. Box 66 _'=y�`"�." ''' �"` " `:``: Permit Number. `>�::�___'�-':y`�:' Crystal Bay, Minnesota 55323 � � �� = � (612) 473-7357 Date Issued: �,��-,;��_;;. ,`.=;; SITE ADDRESS: . ' ._ _ ._ �'_'tt�}�;''t`•��i�.._.. _. . �.t'• (� - DESCRIPTION: , _ _ ,. _...,. - - . ._ , . . _ ..: _ ,._ .. 'i' -• ;;yi.�.�`w's' . .T:'fiE=i.• � 'i�°�=.'. . .:'_��1 =��;_i�:—�;_ .. . _ ' __ __.. ..�_F' ." ':,`=::t•r::1'• ;;�fc:t,�j�:; �;r;`•_: r'.`��1%_. .�_.� REMARKS: FEE SUMMARY: . ._ ,_ : . :,;� _ _...- _. .,.. _ -. ______ =�� ' i s#.;�� ; �-.;..-: ct i :'��."j L:�"� CONTRACTOR: � --.- - � -� - - - OWNER: ,_ , ,_ : ;i,;�,:':;;�„ - - � i _. .. _� . . . _ _ I_'M1 ._� . _ _ _ . __ . .. _ _. .� -..'. ;�;;i:_{r�,.E`z'" � _=�':W �°`z'. 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L .. .. � �� ` C9 :�.�� APPLICANT%PERMITEE SIGNATURE ISSUED BY:SIGNATURE . � _ . i �! _ . � CITY OF ORONO SEPTIC SYST'E�S PERi`�IIT APPLICATTION Box 66 (2750 Kelley Parkway) Crystal Bay, 1�I�t 55323 Jos srrE aDnuEss: � 6 q� C,v�r��y S�� Occupancy Type: Residential � Commercial Other Permit Type: �New or Replacement Sy�stem, $100.00 '� Repair EYisting System, $ 50.00 (Tanks or Drainfield) 0.50 State surcharge added to above fees , *See fee schedule for non-residential permit fees O�vner's Name: C��e�1 PhoneNumber: l�lailing Address: City: 71p� Contractor's Name: G�vue�-- 1��Lf PhoneNumber: y 7�- �24'7 I��Iailing Address: City: Z+p� DO \TOT ��AII. PAIriY1ENT WITH THIS APPLICATION GE\rERAL �1STRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will not be mailed out. The permit must be picked up in person at the Ciry Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Desijn reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet si�ned by the City Inspector. 4. The followin� inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank i.nstallation prior to coverin�. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rouQh-up but prior to sand placement (sand will be jar tested for silt content), and a�ain during pressure distribution pipinJ installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holding MPCA Installer Certificate shall be present durin� inspections: A 24- hour notice is required for all inspections. . . . . � NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. 1. I have received a copy of the system design includin� the City of Orono Septic System Approval Cover Sheet. 2. I will be installin� the following: A. Tanks: 1C Precast Concrete Other Manufacturer ��c��s?� Tank Capacities: 1) ! w gal. 2) )crc; gal. 3) ( vo gal. B. Pump Station (if required) Pump make & model ME 3 � /�c-��Z (attach pump curve & literature); system design requires � ;pm at /� feet of head. Hijh water alarm make & model �;_�d��,.� Outside � ' electrical work to be completed by �C' installer electrician ?C other Inside electrical work must be completed by electrician. C. Treatment System: Trenches: s.f. � Mound Depth of rock below pipe " Rock bed dimensions �0 'x ��' sra- Drop Boxes Sand bed dimensions 'x ' ��37 Distribution Box Pressure Dist. Pipe Diam. (;1�, " iOZ Maniford Pipe Diam. �_" D. Final Cover/Topsoil to be: � bonowed from site (show location on site plan) trucked in The undersi�ned hereby applies to the City of Orono for issuance of a septic system installation permit, a�rees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. SignatureofApplicant: �'�� vt., Date: `�2 � � c 7 MPCA Certification No.: �S(o Staff Review: Approval Denial �' Reviewer: - ---� Date: Reason for Denial: � . _ CITY OF OROi�'O SEPTIC SYSTEI�i PERiZ�IIT APPLICATTON Box 66 (2750 Kelley Parkway) Crystal Bay, NIN 55323 �� JOB SITE ADDRESS: � � �� C.-C�v�� Occupanc�• Type: Residential J`� Commercial Other Permit Type: IV'ew or Replacement Sy'stem, $100.0 �� Q'� Repair Existing System, $ 50.0 (Tanks or Drainfield) 0.50 State surcharge added to above fees *See fee schedule for non-residential permit fees Owner's I�'ame: Phone\rumber: I�Iailing Address: City: �p� Contractor's i�Tame•� �,v-«� � �� Phonel�'umber: Nlailing Address: City: �P� DO \TOT �iA.II. PAYI`'IENT WTTH THIS APPLICATION GENERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the Ciry Offices; however, permits will not be mailed out. The permit must be picked up in person at the Ciry Offices and work must not begin unless the permit card is on the job site. 2. Permiu ��ill be issued only to contractors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Desijn reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet si�ned by the City Inspector. 4. The followinj inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverin�. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rouQh-up but prior to sand placement (sand will be jar tested for silt content), and a�ain durin� pressure distribution pipinJ installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. Individual holdin� MPCA Installer Certificate shall be present durin� inspections: A 24- hour notice is required for all inspections. � . ! NOTE: Applicant musc initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. �' �� l. I have received a copy of the system desi�n includi.ng the City of Orono Septic System Approval Cover Sheet. };�� /� 2. I �vill be installin� the followin�: A. Tanks: Precast Concr te� t r Manufacturer Tank Capaci[ies: 1) ��`t 2 Ge.t�t, 3) �al. B. Pump Station (if required) Pump make & model (attach pump curve & literature); syster.� desi�n requires gpm at feet of head. Hi;h water alarm make & model Outside � ' electrical �vork 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 %l� 'x�j' � Drop Boxes Sand bed dimensions 3� _'x / � ' Distribution Box Pressure Dist. Pipe Diam. ��2 " Maniford Pipe Diam. =�" D. Final Cover/Topsoil to be: bonowed from site (show location on site plan) trucked in The undersijned hereby applies to the City of Orono for issuance of a septic system installation permit, a�rees to do all work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. SiQnatureofApplicant: ��2�� Date: _`7_ �.Z �"� �'� � -�� `-7 MPCA Certification No.: � Staff Review: Approval Denial _ � Reviewer: Date: ��'" / � Reason for Denial: SEPTIC SYSTEM INFORMATION STREET ADDRESS LOT 5 BLOCK 1 SUBDIVISION Tandem Properties Dickey site MONTH AND YEAR TESTING DONE 12-19-93 ITEMS ALREADY COMPLETED Borincrs, perc. tests , svstem desic�n, and site plan NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT: ❑ BORINGS ❑ PERC TESTS ❑ SYSTEM DESIGN � SITE PLAN A new site plan may be required if the house location or elevations are significantly different. ❑ OTHER ❑ COMMENTS DATE THIS SHEET FILED January 13 , 1994 BY'��hPn Wt�c-�kman SUBDIVISION FILE NO. 1g01 , .Q„ O� � CITY OF ORONO Y ��`�'��' SEPTIC SYSTEM APPROVAL � � �'�\� �� .W» `� .., � ��,�. .:p, �� TY of OR��TO ,'�,r, � � �`�?i'.>>~ � Municipal Oftices (5. W ,J y.��.�;' Post Ofl'�ce Box 66 �L ��j ��r�� Cr}'stal BaY,Minnesota 55323-0066 �kESHOg' LOCATION: 2695 Countryside Dr. W. OWNER: GENERAL CONTRACTOR: SEPTIC CONTRACTOR: SITE EVALUATOR: S-P Testing REPORT DATE: May 17, 1997 The City of Orono has �Proved your on-site system design as of �T�� qc�� (approved-disapproved) (date) wi[h the following conunents: THIS IS NOT A PERMIT. This is a design approval forcn which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the Inspector (473-7357). Call for inspections 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 tlie Ii�spections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF ORON � By � Stephen e an, On-site Systems Manager TELEPI IONE-473-7357• FAX-473-0510 , T�7�P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX (612)-497-5011 � \� State License #394 . ``� p�`e d �� May 17, 1997 �� C �� C` � `<� � �/ Tony Eiden Co. 2695 Countryside Dr. W. Lot 5, Block 3 Orona, Henn. Co., MN This on-site sewage treatment system is designed for a Type 1, six bedroom home, in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - LrB - Lester loam. The seasonally saturated soits were located at 14" to 38" (mottled soil). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate averaging 11.1 mpi. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. The manifold and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer below the entire mounded area must be turned over, just break up the sod, be sure not to over work. All neighboring wells are located greater than 100' away from the proposed treatment area. 1 • r Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not vafid & the system will need to be relocated if failure to protect the areas proposed for On-Site Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Nothing other than gray water (laundry, showers, etc.) human waste & toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended, due to adding more solids & fine solids passing through to the system. Excessive amounts of soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump & clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. � . teven B. Schirmers 2 7 —_ _.�_�-_--._—_— _---.----_--_.—'___ _—_ ` Y �`�'`_" ., .. .__,__ � // 1 �� q k� � �� +194•� � �.Sy - A� l.�,, --_� � �i� � , -. - i aBE.� r yo / � + �/ 9�n� `� � / r� q$� ''�� ' i / � ' � � ��-?�' y�� ' I / \ � ��9 d�.b /� � � � � �`, i � , . y3 �� d�-b `�� '�19�•.'3. � � b � //� � � y E �3 � � � � °18 i,t� � � ' *'--, -1 ' t. ,. i �- �'`�%4� ^�� / '�gW'9a S1 D � � I J�' k1��4� � ; �q�,n `�� i �} � � ' � � _ ,�., � ��+�.>s�� ,� � �� , - ! o ' � �. �/' � � �---�5 �� _�'d�' • � { , � R 9 81� .\ �/ �e w��- I �i L'�-V I�1 O 5--�S S X='� �,.�`� � So�' � I � /'j% /�\ '�z6o�i j/ f� �� I G��)�"� � 1��%�`l'(3�G�1-� - /r � I � � f � .. a� ��/' �t QoPos�o �t,9: � *1/ / j— ��'\ „ �� s�� -ra�r�s I �w L4J-�� S��t��-C�9`z�� -- - //o�_ � Ll 1� \` ` �fi 9�'�1 e J�P4.-c�f'b��p 'i� — '-` � P.�rhp�� i� 9�ey c1��Avr�c�i�Z / ��eS —� --""\ �`', Perco!a!ion Tests Scale= 1�= SO �� 71 +—� , XSoil Sorings A�'�D+t�- � 9��.,. ---, t$Benct: Mork . _–�� _ _ ��„� � _ ____ –, --` � .. � Note= This system is to be construc+ed fo me�t +' �' �,.�� `� � �4i`'�'''� ��'�*^�`� � < the Mirnesota Pollu!ion Con!rot A.,ency �� s�� Chapter 7080 & Local Ordinance �--�- E.cU�Jw-«� 1 4c�?�� Rr �7 � � �� Check all underground Lttilities J_ �.L�,L�.w......a. F��Fi�:�4'P �`dC�� .r...��..i� ,! t7i�T , ��L�'�!� 1�� -��►�-V�( EQ��P !'�� ''wi�`�;.C, i�`' �',�`^�"9��.5� o fr� � `Cl�� gc��Pos�o ��F� 9 � 5-re.q� �s 1�E� V`dlYH C;�;�S��,�`ft2�� AS NOTE� R-g�z�S ��oF�- �- A-��- c.a�� `( ��J �v�s� AP��J �� /�/ PftCPERTY OF:'�o�"� E��_ � _ � NO7 A�P6�OVED — C�r,��i & RESUBMi�: ,� r> �fe3e comments ar.e for your Ir.ttrrt"�atic�t�• All w.�rk;F�all b3 lte�-� /'7 �q S (ovM-�..�� W'��r�� o�- /�. i% ��,� ��WI �'W�lance witt as� e��p��Ca�;� t s?!c^!;�� :� z�sr�ru8 c�'�' ��,`) �� nb inClu�ang items not s•,�ecifir,afly nvted in t�is e� D'�L�3-1 O �"1}-� • N�7-�1-� . �!�. ��i �� '.2�r S t d�� .q�� t.�. I�ynt,� - � � i�-�$ TiiIS PLA �� _��/� � �\ �� C� S-P TEST/N /MC. _ _ ----------- � _ _ --------- � — t�evgned By: �_� - �ate�L/L�/�3, PN.6t2 -497-356F _� � , - �ca - ` q �� f '. 1 �.,, � � • i , i � � � /o'x. a a ' t�o�� i i ��yj a N � S _ -- — - -- � ; � �� _) I I � - 11 l�� - 1 3.o ; �-�F�"a�r 1�.9 3•�1 / \ i, o SA�-�� q�o. i �L�� l �iW 4 �J j I SE?- BACKS � ! 0 .;, /o' ' _.!��__�; i� --__-_ _— � HOUSE ', System must be � � � . Tonk �� from property lines >C - �.�.��o�=� :�;�• ;:= _ �.��.p-��=� . , �L1�L, ��}5��-rl �i 'rom wel!s ' \/�/A�• '�-- C7�1-� ?� 'rom b'dgs. ��;,ti;, . Treolment orea =�from lakes , _� streoms Treatment area zO� from property lines NOTE� Power supply and switches must be �ocaled in a � �I �„��}�� N,,�,n l,." � ' F „ weather proof encbsure outside the pumping chamber and manhole � rom we.�s � �AGCt=�L�. � 'from b!dgs. i � �- -� L' from trees SOIL BORING ELEVATIONS i r - � i � , I � � � I � I � � 2�min. , . THAI �� -9�i,� �1-l�(o —q`�3 � T �I` 0. i � � � � �IO.SU � " Tank �� i - �io � _ grode�% H.�2 �... 3�.9 J Tank � TH. 3 EL.-�_�•'� a Drop to Tank I I ; "i PRESSURE DISTRIBUTION MOUND SYSTEM .. � � �� L I L-'�1-`�C'�CL-- M�1-��'Ft7�.O . TH. 4 �L-��9 � Min. I to 8 �Pumping TH�5 EL:' ��•� ; Max.l��to4� � ��P -�'��-.��5 S`�-��P,�.�c��J Chamber EL�/ATIO'J ot PROPOSED PUMPING � 4�to 6��dia. pipe CHA�V�BER-�l2�,v��p, '�-►w�'p 9�3.0 � SYSTEM DESIGN -MOUND -��• �� -�91.� , Low�ST ��.00�-9�31c � TYPE-z, � BEDROOM , Averoge percolation rate �min./inch (design.83�q.ft treatment o-ea ner gal, of daily sewage flow) 0o gal./day x.83sq.ft./gal.2'i2 sq.ft. of treatment area +10% =�1 sq.ft. (.= IOff.width=S�Z't.!2ngth of bed area +side slope run�to I x3�heigtd= �ft.x��ft.lawn•area needed) � Cleon rock needed- `�a� sq.ft.treatment areo x -�depth of rock=��3cu.ft=27= 3� cu.yds(3/4�to 21/��dia. ,includes 2�of rock above pipe) � ; �'=�'�� Clean sand fiil below rock needed 0� cu.yds. approx. , sandy loam back fili��r,.�.yds.approx., topsoil 6�� _cu.yd. _E�VE-.�H_�_O__Q��_._!��. � ; t�iASEt��J ( �EC.�r''1�1�c11p '�p PPOO a0°7o 'Ca '�OPSOIL'FO� tRKGta�LA� SS.OP�c- �(� L+�.Y�. 'Co'tAt', ' Number of tonks required �_, Ist tank a �gol. , 2nd tonk )o�cfi�al.minirrxms pLv s P�-i m P�N t� �1�i- �m t��R- -- --- ' � . . � Pumping chamber capacity- 25% of daily sewage flow of��gol.=..�?sgal.+reserve stornge of 15 0��1/BF� o� gol.+pipe bock droinage— �'�ts"�"' S-`�-�� j � PROPERTY OF�So*a�' 'F�+c�� • ; of_�gal./IOOlin.ft.of�� dia. supply pipe, lin.ft.needed J10 � a.0 9o�,+ manifold�gal./Ip0lin.ftof��dia.pipe, l�.ft.needed� , Z gol. a(�q � �ouU-(�S�v^�l�Ts,��-�-3� ; totat capacity neededlL`!2_gol.(plus area forpump) uSE rn„�. 1S�OD 9al,cap. O�c��--io T�1 '1�1 . �-}�� ., �� • Distribution pipe ��dia. , .�_lin.ft., ��-�dia. perforations�S��oparf �� - � � Pump size �hp. (Pumpabie capacity�2gal. 4cycles/day) [..Is��_ _l9__�__F��_�o _f�Gbs_� O�S�HR�-v� y Z��l�,n. -_- , $-P �-Esr/NG / � - -�--- ` . Note � When construct�ng bed .�- , this areo shouk� be shaped Note= Distonce from trearment oreo to neighboring welis— / L��L�t� TN l�'�� JUO � � Des�gned 9y: 7�•�•�- � �7� ur-____ ; � 10 divert run-o`f from entering treatment orea. � 5,2_497_35�� i Dc!c l�/.1�/S� � P. � `�'�'�v"V�s� �1'�� G. DOWNSLOPE I��WIDTH 1. If landslope is3'�6 �atore, subt�ract rock layer width from adsorption width to obtain minimum downslope dike toe �ft - lo ft = ��_ feet 2. Calculate Minimum�mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation )•p feet b. Multiply rock layer width by landslope � ro�� co�.� to deteruiine drop in elevation; � r e o� a o e a Slope DiffeJ'�2C8 S�perotlon t��t 1�X ,'-�� %i100 =_�feet s�ov• o�tterence ��_ e� UpsloDe Wldl� c. Add depth of clean sand for separation (2a) _1�-reei Rock aea wiatn �, at upslope edge,depth of rock layer (1 foot) to depth of 1s2_�e�� DownsloDe w�atn cover (1 foot) to find the mound height at the upslope edge -�- �eet of rock layer; . a ft+ lft + lft= :� , � feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3,4 s� e. Multiply d.ike multiplier by upslope mound height to find upslope dike width: 3 •� x 3�yS = � feet f. Add depth of clean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (2c) to find the downslope height; 3.� ft+ ,�_ft = 3,y feet g. Enter table with landslope and downslope d.ike ratio. Select dike multiplier of �i. � � h. Multiply dike multiplier by downslope mound height to get downslope d.ike width: �.�L x �.y = / .� feet i. Compaze the values of step G.1 and St�p G.2h Select the greater of the two values as the downslope dike width; _ �o � � I � feet , �o:�ao:�,at� j. Total mound width is the sum of �0 �� upslope dike (G.2e) width plus rock R,fk o a w�a�� ` /��r..i layer width (D.2) plus a �o��o�i YI1Cl� UDSIODe W�o<< downslope dike width(G.2i); o � `�•` � �e�� o ft+�ft +�'�ft = � feet 3,' DownsloDe W�a�� ' � k. Total mound length is the sum of �,,.� i upslope dike width (G.2e) plus rock layer � length (D.3) plus upslope dike width (G.2e); ' �ft + �� ft + �ft = loa feet �1 � I-� +- g� -+- )'� = 1 l l� To�e� �.�ot� own ope ps ope 7:1 �3 5:1 il 7:1 3:t a:� S:� 61 7:t d:l 1��bpe 0 3A l0 SA GO 7.0 3.0 4.0 5.0 60 7.0 A.0 1 3.W 117 5�6 638 753 291 3.85 1.76 5.66 6.54 7A1 2 3.19 l35 556 4S2 D.11 2.d3 3.70 IS� 536 6t� 6.90 3 330 456 S.!! �32 O.D6 275 lS7 l35 5.08 5.79 6.�5 4 �A1 l�6 i25 7.D9 9.72 26S 3.15 1.17 �81 5.46 6A6 5 �53 SAO 667 eS7 ]OT) 261 333 4.00 �.62 5.19 ST 6 366 5.26 711 938 12Q7 254 3.23 3.b5 �41 �.93 S.tl 7 3.50 5.56 7.69 1a34 13T! 2.t8 3.12 ].90 1.23 l70 5.13 B 3.95 S.Ed 6.37 1154 15.91 2l2 7.Q! 3S7 1.05 l.t9 l�B 9 1.11 6.25 9A➢ 13.0� 18.92 236 241 3.15 3.90 l30 4.65 10 429 6.67 l0A 15.00 233� 231 286 333 3.75 �.12 4.0 �� 4A8 7.1� 11.11 17.65 30.4J �b 2�d 3.23 7.61 3.95 �26 12 4.6A 7.69 1750 21.43 l775 221 270 3.12 3.19 3.80 �.OB � MOUND DESIGN WORKSHEET �� os (For sows up to 1200 gpd) A. �.�w Estimued Se�vabe Flo�in Gallo�s per D�y(gp� I Estimated b0 gpd N�anbcr � - - ot 7ype 1 �ryp��t lype�t� I �pe rv or measured x 1.5 = gpdo a�►��„� 2 30o zis iso � � 3 �so �oo zis .� B. SF�'TIC TANK LIQUID VOLUMES 4 6°° "s zs� ,� s �so �so �s• � �)].SO �9 1-/OO c7 g�0I1S 6 9�0 5?S 372 � 7 1�50 600 370 m,� 8 1200 675 408 C. SOILS (refer to site evaluation) �s� �4'' N,�� -- ►*-- 1. Depth to restricting layer = �,o,��a�" inches �N»a'`- B °� �',,� �,� 2. Depth of percolation tests = inches `''"`' `""`' 3. Percolation nte 11 . 1 mpi �i«�i` �'.oSOoo i'.'s o 4. I.aztd slope �-1 % s«6 i.soo uso �a a �,000 �.000 we 9 Ses h�.C-6 (t 1S) D. ROCK LAYER DIlvv�NSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83 = �oo . gpd x 0.83 sq. ft./gpd = �� sq. ft.+��=�� 2. Select width of rock layer (10 feet or less) _ >o ft. 3. Length of rock layer = area+width = R� g� ��•Sq. 1 l. "'�' /(� 1�. =� 1 C. 1 f1`1�1��'►��1 fti�ti fti f1 fti f\�1 f1 �� 1.1•ti•\•\•\•�•�•ti•�.ti•ti•ti•ti•ti.�•ti {?ti�{!{:�f�:��{r��ti�tirti�tiftif�r�fti idth 510 ft. r•r•r•f•r•r•�•r�r•r•r•�•�•f•r•r• �.ti.�.�•�•ti•ti•ti•ti•�•�•�.�•�•�•�•� .r.�.r.r.f.f.f.r.r r.r.�.r.r.r.f. E. ROCK VOLUME �- �'g�' -� 1. Multiply rock azea by rock depth to get cubic feet of rock; ss�sq. ft. x .L��ft. _�s�, cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; ��,cu.ft. -�-27=�cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; �cu. yd.x 1.4 ton/cu. yd. _ � tons. F. ADSORI''TION WIDTH GLI� LU A n�� „s, �,y,,��,s,�„ Lbk 1. Percolation rate in top 12 inches of soil is )�. � mpi r�,�,,,tl�,�,,, �� A.�.d M�m,u�pR�►, Soil Texture M.� 'a� �� Ir �►.ar�a da 2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.20 l.00 � 0.1 to 5 Sand ]•20 1.00 ��_ gpd/ft� 0.1 to 5 Fine Sand� 0.6� 2.00 6 to 15 ndy Loam 0.79 1�2 3. Calculate adso tion width ratio b dividin rock la er 16�o�o t,o�, o.bo 2.00 � }� $ }' 31 to 45 Silt Loam OSO 2.40 load.ing rate of 1.20 gpd/ft2 by allowable soil loading rate; ��o bo ciay�,o�, o.a5 2.6� 61 t0 120 Clay 024 �.00 1.20 �C�/ft2y��gpd/ft� = a.l.� Slower than 120 Cla - - ^Soil luvin6 504 or more d hne w vcy fv,e�u,d 4. Multiply adsorption width ratio by rock layer width to get , required adsorption width; ' �.�'�x�o ft =�2ft � ' ' PUMP SELEC'TION PROCEDURE A. Determine pump capacity: C' Gravity Distribution �o a��oRariow oF a �oRarEn �ATERAL 1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of �a,„�,,,„ water use rate. ` ��- 2. Maximum suggested for delivery to a drop box of a home system is 2,700 ��`w�� -�"� Sallons r hour(45 m)to revent build-u of ressure in dro box. ``,;, �,�� , `Y`��r cro�..u�. fobrk (a fw- Pe gP P P P P � ,� q.,o��Y a N,o.,��,�..a .�.:M�n Ra .o.�o pape�� e Palaotbn Drllled Horizonlolly Pressure Distribution • �� o ►�a� �a 3. a. Select number of perforated laterals 3 '�:�+w � �� 1z'�a �a• �a, FNIC qak �� 01 Rock tnyer b. Select perforation spacing=�_ft. ' `"P„,wu,ion:'►.oco�.a c� c Sub ract 2 ft.from the rock layer length. � c,w�s�,a w„�, 8o11q1�� •,,, �-2ft.=�cZft. aki�i son r�o�i� s�«mw BHon Plockp Sand Loyer d. Determine the number of spaces between perforations. Length perf.spacing=,�_ft.+�ft._ �'� spaces TABLE OF PERFORATTON DISCHARGES IN GPM e. �1Z spaces+1=�perforations/lateral ' f. Multiply perforations per lateral by number of laterals to Head PerforaHon diameter(inches) get total nu ber of perforations. , ,� � �y�� x � ��_��perforations.�13� " �� .oa o.sb a�a �d4 .S�L 7S 0.69 0.90 g' ._':�� x sTv�*r-�gPm• z.ob o.so �.oa 2S 0.89 1.17 SELECfED PUMP CAPACITY m 3.0 0.98 t.28 �gp 4.0 ].13 1.47 5.0 ].26 1.65 B.Determine head requirements: ]. Elevation difference between um and iitt of dischar e. aUse lA foot of head for residential systems. � p � b' bUse 2A feet of head for other establ'uhments �_feet 2. If pumping to a pressure distribution system,add five feet for pressure required at manifold _ �feet 3. FriCtiOn lOss Pipe Lengch f ; a. Enter friction loss table with gpm and pipe diameter. Poin�of Discharge Read friction loss in feet per 100 feet from table. '1�a; F.L. = 3. � ft./100 ft of pipe Elevation Difference b. Determine total pipe length from pump to discharge p„n,p �� point. Add 25 percent to pipe length for fitting loss,or use a fitHng loss chart. Equivalent pipe F-18b length-1.25 times pipe length= 1.5 inch 2.0 inch 3.0 inch _L_L_s�X 1.�J= 13� f�ft gpm Friaion toss per 100 ft otpipe c. Calculate total friction loss by multiplying l0 0.69 0.20 friction]oss in ft/100 ft by equivalent pipe length. 12 0.96 0.28 Total fricHon loss= 3� x ►��{ +]00= ��feet 14 1.28 0.38 4. Total head required is the sum of elevation diffcrcn�c, l6 1.63 0.48 18 2.03 U.60 spccia] head requirements,and total friction]oss. 20 2.47 0.73 0.11 25 3.73 1.11 0.16 �_+�_.��_ 30 5.23 1.55 0.23 (1) (2) ;3c) 35 7.90 2.06 0.30 40 11.07 2.64 0.39 45 14.73 3.28 0.48 TOTAL HEAD . l � feet 50 3.99 0.58 55 4.76 0.70 60 5.60 0.82 , C. Pump selection 1. A pump must be selected to deliver at least�� gpm (Step A) with at leas�� feet of total head (Step B). , MOUND DESIGN WORKSHEET � (For Flows up to 1200 gpd) � �,I�' A. FLOW Lstimated Scwaec Flows in Galluns per day � Estimated 9 o a gpd (see pages D-7 or I-3, 4, 5) �g�� um bcr or measured - gpd x 1.5 = - ��°�ms Type I Typc:fi Ty�III �� z soo zu i so B. SEPTIC TANK LIQUID VOLUMES 3 aso 30o Z�a o� 4 600 375 2�h �� /- la s'v �- I-�o�� :llons (see pages C-3 or C-5) s �so aso ��,., ,o - 6 900 525 332 T�x t, 7 1050 600 370 m 8 1200 675 408 �dW„d C. SOILS (refer to site evaluation) �� % Sl` IKTYbIIC'� iti�.•�in Il��m 1. Depth to restricting layer = ��► -�.y � 3� ' inches ��r��f V�linunumLi,u�d �.� K�" , u, 2. Depth of percolation tests = 1 a" inches Na�,�yv x«`b�.�`�;:'P�=:� 11«lrcwms C� 3. Percolation rate )I, I mpi z a ks� ,�o "u 3 0.a �oc� �soo 4. Land slope '�- % ,�9 '� ;� D. ROCK LAYER DIMENSIONS 1. Multiply flow rate by 0.83 to obtain required area of rock layer: Daily Flow x 0.83 = �, ' �l D O gpd x 0.83 sq. ft./gpd = �2 sq. ft.-r�n�v= ga � 2. Select width of rock layer (10 feet or less) = 1 � ft. 3. Length of rock layer = Area+ Width = �6�_sq. ft. 1 /o ft. _ �� ft. Rock Bed tif•f•f•f•f•f•r•r��f�f�f�f�r�r T ....ti.�.�.�.�.�.. . .. . �.ti.... f•r.f•f.r.l�l.t:l�f•l•f•f•t•: ti•ti•ti•ti•ti•ti•ti•ti••.•ti•ti•ti•ti•ti•ti• Width 5]0 ft. •r•r•r•r•r•r•r.r•r•r•r•r�f•r•r . ti••,•ti•ti.ti•ti.ti••,••,.•,.•,.•,.•,.•,. �•r•:•:•:.r•:•r•:•r•:•:•:•:•: E. ROCK VOLUME �-- Length --� 1. Mulriply rock area by rock depth to get cubic feet of rock; 4�a 1 sq. ft. x ,c� ft. _ � cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �cu. ft. + 27 = ��cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; _� cu. yd. x 1.4 ton/cu. yd. = y s� tons. F. ADSORPTION WIDTH L�A-K �--o� ►� 1. Percolation rate in top 12 inches of soil is � , I mpi Absorption Width Sizing 7'ablc Percoladon Rate Callons Ratio of 2. Select allowable soil loading rate from table on page E-; in Minutesper Soil Tezture �xr day per Absorpiion wid�h / fnch(MPl) squnre foot to Rock Layer ,�-I S gpd/f t2 w�d�n 3. Calcu:ate adsorption width ratio by dividing rock layer Fae�er than 0.l• c�u sa� .---- �..-. 0.1 b S Send 1.20 1.00 loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.��o s•• Fine Sand" o.�o z.00 6 to IS Sandy Lcum 0.79 1.52 1.20 gpd/ft�+ ,►�.� gpd/ft2= � �(. � I6 to 30 �am o.�o z.��, 31 to 45 Silt l.oam 0:� 2.40 Cheek this value on page E-16. �,�;'0 e'"�n' "' �4 � S.11O 4. Multiply adsorption width ratio by rock layer width to get SIoZ��an c�sy _____ ._.__ required adsorption width; 2.�� x�_ft =�,� ft 1 / 1 � � �'��-"� '��s� o� � 'G. DOWNSLOPE I��WIDTH 1. If landslope is�b �atore,subtract rock layer width from adsorption width to obtain minimum downslope dike toe a�,� ft-�ft = ,�_ feet 2. Calculate Minimum�mound size based on geometery: a. Determine depth of clean sand fill at upslope edge of rock layer: Separation �• � feet b. Multiply rock layer width by landslope � �ooc co�.� to deterinine drop in elevation; ' � r o o c a o e a SIope Di�eJ'�1Ce S�perellon ��`� fe�t fv X�_% i 100 = . � _ feet Slop• Oliterence _�_ ei UOSIODe WIGt� c. Add depth of clean sand for separation (2a) � <ee1 R,�k s�c w�a�� at upslope ed.ge,depth of rock layer (1 foot) to depth of _L2_��et DownsloDe wiotn cover (1 foot) to find the mound height at the upslope edge � �ee� of rock layer; I•�d it + lft + lft=�`� feet d. Enter table with landslope and upslope dike ratio. Select dike multiplier of 3.� �� e. Multiply dike multiplier by upslope mound height to find upslope dike width: 3,y�_x 3.� _ _L�-� feet f. Add depth of clean sand for slope difference (2b) at downslope edge, to the mound height at the upslope edge of rock layer (2c) to find the downslope height; 3.� ft+}�ft = 4•� feet g. Enter table with landslope and downslope dike ratio. Select dike multiplier of �i.� L h. Multiply dike multiplier by downslope mound height to get downslope dike width: `�•�l, x y �� _ � feet i. Compare the values of step G.1 and Step G.2h Select the greater of the two values as the downslope dike width; �� a� feet � �UDSIOD��NIOI� j. Total mound width is the sum of �- �^�l i upslope dike (G.2e) width plus rock < ' Ro�k o.a w�,�� layer width (D.2) plus a UDSIOD• w�a�� r„` UD��oDe �,a�� downslope dike width(G.2i); 3 -� `••` _ � �e e� J3 _ft +��ft + ao ft = +-�� feet � � � � f N� DOwn310D�M101tl :> ! k. Total mound length is the sum of _� ,,,� ' upslope dike width (G.2e) plus rock layer length (D.3) plus upslope dike width (G.2e); � ��ft + � �: ft + _�_ft = �o �S feet a.c� + �a� -�- a_o /a� - �a��- TOl01l�nOl� wn ope ps ope �:i u s:t st �:i 3:� 4:� s:� e> >:� e:i x.bp� 0 3A lA SA GO 9.0 �.0 4.0 5.0 60 7.0 6.0 1 3Ai tl� 51b 6i8 753 291 3.85 1.76 5.66 6.5/ 7A1 2 3.19 43S 556 iS2 a1l 2.dJ 3.70 l51 536 61� 6.90 3 330 45t S� 732 E.d6 275 357 435 5.00 5.79 6.�5 � 3,t1 �76 62S �.d9 9.TZ 26E 3.15 �.17 lbt 5.16 6A6 5 �S� 5.00 L67 bS7 10.77 261 7.33 t.00 �.62 5.19 577 6 3.66 5.26 7.3� 938 12Q7 25/ 313 3.E5 t41 �.97 5.�1 7 3A0 556 7.69 10.3/ 1�73 1.rb 3,12 3.70 113 l70 5.13 E 3.95 5�6 !3] 1154 15.91 2l2 3.n3 357 1.C6 4.19 1.88 9 �.11 6.75 9A9 13.01 18.92 236 241 3.15 3.90 l30 �.65 10 �29 6b7 IOA 15.00 27» 7�1 286 33J �.75 1.12 4.W I1 4A8 7.1� 11.11 17.65 30.�J 71.6 276 323 7.61 J.95 �26 12 4tA 7,69 1L50 21.t3 4375 221 270 3.12 J.t9 3.80 �.OB �.L 1\� _�_ . . �..:�. : , � .. �� l. �., '.: � � __:_�_. __-_._�_ �_ �. ______._. ___.._�._ Location or Project�i�kev ��itPT T,nt 5 . $lnr.k 1 , nrnnn ___ �Borirtgs made by ;;-P Testincf, Inc . Steve Schirmers Date � 1 -16-9'� Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : I�and X , or Power , Flight , or Bucket X Depth , Boring number 1 Depth , Boring number 2 in in feet Surface elevation feet Surface elevation 980 . 9 � --- ---- 0 - _ __ _ - -- - Topsoil very dark Topsoil dark brown brown loam loam 1 - 0 - 1 ' 2" 1 - D rk ra , „ , „_ , , 0 - 1-1/2 ' br wn �oa�i 1 2 - 1 8 MOTTLED 1 8 Brown loam Rusty olive gray brown clay 1-1/2 ' - 2 ' -MOTTLED 2 ' 2 - 1 ' 8" - 2 ' 2" loam 2 - Rusty olive gray clay loam sty 2 , _ 2 , 4„ gra�oamown 2 ' 2" - 2 ' 10" Rusty gray brown clay loem 3 - Rusty olive gray sandy loam 3 - 2 ' 10" - 3-1/2 ' 2 � 4�� _ 3 � 4�� Rusty gray brown clay loam w/traces 4 - Rusty olive gray 4 - of sand loam Ft/traces of sand 5 _ 3-1/2 ' - 5 ' S - 3 � 4�� _ 5 � 6 - 6 - 7 - 7 - I g - 8 - � � j'nd of boring at 5 � feet . End of boring at 5 ' fe�~ . Standiny ��ater ta:�le : Standing water table : present at 2 � 11�� feet of depth , present at 3 ' 10" feet of depth , 18 hours after boring . 18 hours a{ter boring . Not present in hole Not present in hole __ Mottled soil : Mottled soil : Observed at 1 � 8�� feet of depth . Observed at 2 � feet of depth . Not Present in hole P�ot present in hole _ Comments : Comments : L..�. . . . � _... . . . v U'v� , _ __�_i (>1__,_�CJ l i - --- - - -.Z.'_ Location or Project Dickey site, Lot 5 , Block l , Orono Borings made by S-P Testinq, Inc . Steve Schirmers _ Date 11-16-93 Classifiction Sy�tem: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand X , or Power , Flight , or Bucket X Depth , Boring number Depth , Boring number 4 in in feet Surfac� elevation feet Surface elevation 987 . 9 � Topsoil da'rk brown loam � p - g" Topsoil dark brown loam 1 - Brown clay loam 1 - 0 - 1 ' 2" Brown1 , 2„ _ l , 8„ loam 2 _ 8" - 2 ' -MOTTLED 2' 2 _ Rusty olive brown Brown clay loam clay loam � 3 _ 2 ' - 3 ' 2" 3 _ 1 ' 8" - 3 ' 2"-MOTTLED 3 ' 2" Rusty gray brown loam Rusty olive brown 3 ' 2" - 3 ' 10" 4 - loam 4 - Rusty olive gray loam S - 3 � 2" _ 5 � 5 - 3 � 10�� _ 5 � 6 - 6 - 7 - 7 - I S - 8 - � I � End of boring at 5 ' feet . End of boring at 5 ' fe�t . Standing o�ater table : Standing water table : present at 4 ' 8" feet of depth , present at 4 ' 1" feet of depth , 18 hours after boring . 18 hours a�ter boring . Not pzesent in hole Not present in hole Mottled soil : Mottled soil : Observed at 2 � feet of depth . Observed at 3 � 2�� feet of depth . Not present in hole Not present in hole Comments : Comments : 1.- '. CI�R`111�'1C�1'J'I i� � UU�� / >�: ;�� ,_n� :s Location or Pro�ect Dickey site , . , ' , ' � , lot 5 , Block l , Orono , Borings made by ;;-P Tes;t:inq, Inc . Steve Schirmers Date 11-16�`�3 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : IIand_ X , or Power , Flight , or Bucket X Depth, Boring number Depth , Boring number 6 in in feet Surface elevation feet Surface elevation 979 . 3 J - --- -------- -- 0 - -- - Topsoil dark brown loam 0 - 10" Topsoil dark brown loam 1 - B °�'oam1a�0" - 1 ' 2"-MOTTLED 1 ' " 1 - 0 - 1-1/2 ' Rusty olive brown �ro ng�o�m1-1/2 ' - 1 ' 10"-MOTTLED ' ] 2 - clay loam 2 - Rusty dark gray 3 - 1 � 2�� - 3 � 2�� clay loam 3 - 1 ' 10" - 3 ' 8" Rusty olive brown 4 - loam 4 _ Rusty gray brown loam 5 - 3 � 2�� _ 5 � 5 - 3 � 8�� _ 5 � 6 - 6 - 7 - 7 - I 8 ' 8 - f I — � F•:nd of boring at 5 ' feet . End of boring at 5 ' feet . Standing ��ater table : Standing water table : present at 2 ' 3" feet of depth , present at 3 ' feet of de�th , 18 hours after boring . 18 hcurs after borinq . Not present in hole Nc�t- present in hole Mottled soil : Mottled soil : Observed at 1 � 2�� feet of depth . Observed at 1 ' 10" feet of depth . Not present in hole P�ot present �n hole Comments : Comments : CERT. tt00627 PERCOLATION TEST DATA SHEET _,—...\ ��a,m�; Pzrcolati��n test readings made by S—P TPGting, Tnc- - on 1 1 -1 7-93 starting ar 9 : 36 p.n,. Te,t hole location LO t 5 ,B 1 k. 1,D iCkey S i te Hole number 1 . Date hole�as prepare�i 11-16—9 3 Denth of hole botrom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Suil cexture p _ 12�� T Gni 1 r3ark hrnwn lnam Method of scratching sidewall Knl f e Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 11-16-9 3 �ept�of initial water filling 12 inches above hole botrom !�f�thod used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie siphon 6 , Maximum water depth above hole bottom during test in�•he� Time Percolation :ime inter��al, Measurement, Drup in water rate, i Remark� minutes inches level. inches minutes per � ' j � inch • 9 : 15 prefill 6 9 : 36 10 : 06 " 4-3/4 6. 3 30 min 10 : 17 10 : 47 " 4-3/4 6 . 3 " " 11 : 00 11 : 30 " 4-11/16 6 . 4 " " I � Perc��lation rate = 6 ' 3 minutes per inch. CERT. �00627 � PERCOLATION TEST DATA SHEET a.m.) Percolation test readings made by� G—p Tc�st i ng, Tnr. on 11-17-9 3 starting ar 9 : 3 7 •p;-n; idarrl Test hole locatio� LOtS ,B,1 k..1,DiCkey site Hole number 2 , Dare hole was prepare�i 11-16—9 3 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knif e Depth of gravel in bottom of hole 2 inches 11-16-93 3 : 30pm 12 Date and hour of initial water�filling� , Depth of initial water filling inches above hole bottom Method used ro maintain at least 12 inches of water depth in hole for at least 4 hours Automat ic s iphon 6 , Maximum water depth above hole bottom during[es� inche� Time Percolation :ime interval, Measurement, Drop in water rate, Remarks minutes irrches level, inches minutes per � inch • 9 : 15 prefill 6 9 : 37 10 : 07 " 4-3/4 6 . 3 30 min 10 : 16 10 : 46 " 4-7/16 6 . 7 " " 11 : 01 11 : 31 " 4-3/ 8 6 . 8 " " Percolation rate = 6• 6 minutes per inch. CERT. n00627 � � � PERCOLATION TEST DATA SHEET (��Cl.Ill. . Percolation test readings made b1' �—P Te�ti n�, Tn . . on � 1 —� 7-93 starting at 9 : 38 ��.m---1 Test hole location LOt 5 ,B 1 k. 1,Diekey S i te Hole number 3 . Date hole was prepared 11-16—9 3 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth. inches Suil te�ture (l — R" Tnr�Gc�j 1 c�ark hrnwn 1 nam 8" — 12" Brown clay loam Method of scratching sidewall Knife 2 Depth of gravel in bottom of hole inches Date and hour of initial water filling 11-16-9�epth ot�i�ii�t�ial water filling 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutOmatie slphon 6 , Maximum tiater depth above hole botrom during tesr inches Time Percolation ;ime inter��al, Measurement, Drop in water rate, Kemarks minutes inches le��el, inches �� minutes per ; ' inch � • 9 : 15 prefill 6 j '� 9 : 38 10 : 08 " 2-3/16 I 13 . 7 30 min 10 : 15 10 : 45 " 2-1/8 I 14 . 1 " " 11 : 02 11 : 32 " 2-1/8 � 14 . 1 " " �I � I � � I , I ; Percolation rate = 13 . 9 minutes per inch. CERT. #00627 ,.�,. � � � � PERCOLATION TEST DATA SHEET S—P Testing, Inc . 11-17-93 9 : 39 `�-_� � Percolation test readings made by on starting ac p ii�J �d�,��i Test hole location LOt 5,B 1 k. 1 ,DiCkey S 1 te Hole number 4 , Date hole was prepareci 11-16—9 3 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam Method of scratching sidewall Knif e 2 Depth of gravel in bottom of hole inches Date and hour of initial water�lliqg 11-16-9 3 �ept�o�initial water fillin,g, 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutOmatiC s iphon 6 , Maximum w�ater depth above hole bottom during tes� in�h�•, Time Percolation :ime interval, Measurement, Drop in water rate, Reniarks minutes inches level, inches minutes per inch • 9 : 15 prefill 6 9 : 39 10 : 09 " 5-1/2 ' S . 4 30 " 10 : 14 10 : 44 " 5-1/4 5. 7 " " 11 : 03 11 : 33 " 5 6. 0 " " � I � Percolation rate = 5 ' � minutes per inch. CERT . �00627 � PERCOLATION TEST DATA SHEET Percolation test readin s made b S—P Testin , InC. � �� g Y g on 11-17-93 startinaat 9 : 40 p ��, „�:,� � Test hole location g'�t 5 ,B 1 k. 1,D iekey s i te Hole number 5 , Date hole was r� �re�i i 1-16—9 3 P 'P� Depth of hole bottom � 12 inches. Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil te�ture 0 - 10" Topsoil dark brown loam 10" - 12" Brown clay loam Method of scratching sidewall Knif e Depth of Qravel in bottom of hole 2 inches 11-16-93 �3 ��0�1n. . 12 Date and hour of initial water filling , ept o �nihal water filling inches above hole bottom Method u�ed to maintain at least 12 inches of water depth in hole for at least 4 hours At�t�.m�ti� s 3�h�n , Maximum water depth abuve hole bottom durin�� tes� 6 inchr� Time Percolation � �Itllz interval, Measurement, Drop in water rate, Reniark� minutes inches level, inches minutes per � � i inch � " I n I I n n _ �� _ 2 1 �� - I i � � I i Percolation rate = 2 3 ' � minutes per inch. 'CERT. n00627 . �� ' ' ' ' PERCOLATION TEST DATA SHEET M �� .�.�..�_.�,�--�._ ;%�,J Percolation test readings made by S—p TAGt i ng�, Tnc'�. pn 11—�7-9 3 starting ar 9 : 41 ��:n�. iJntrl Test hole location Lot 5 ,B 1 k.1,D i C key s i te Hole number 6 , Date hole was prepared 11-16—9 3 Depth of hole bottom 12 inches, Diameter of hole 6 inches Soil data from test hole: Depth, inches Soil texture 0 — 12" Topsoil dark brown loam I Method of scratching sidewall Knif e Depth of gra��el in bottom of hole 2 inches 11-16-93 3 : 30pm 12 Date and hour of initial water filling , Depth of initial water fillin�. inches above hole bottom l�lethod used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat1c s 1phon 6 , Maximum water depth above hole bottom during tesc inche� Time . Percolation �;ime interval, Measurement, Drop in water rate, Remarks minutes inches level, inches minutes per inch � 9 : 15 prefill 6 9 : 41 �0 : 11 " 3 10 . 0 30 min 10 : 12 10 : 42 " 2-7/8 10 . 4 " " 11 : 05 11 : 35 " 2-7/ 8 10 . 4 " " Percolation rate = 1� • 2 minutes per inch. DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTI�E SCHEDULED � � PERMIT N0. ��i-Z 7 COMPL TED �' �_ ADDRESS � � P OWNER CONTR. � C TELEPHONE NO. � DESCRIPTION �� 07 FOOTIN(3 11 MECHANICALRI 18IXCAV/GRADINO/FIWNCi y 02 FRAMING 13 MECHANICAL FINAL 19 IAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z pq yyq�gp. 12 WATER HOOK-UP 17 SITE INSPECTION Q = p5 F�Nq� 14 SEWER HOOK-UO O6 PROGRESS � 07 DEMO—SITE 27 SEP 21 COMPIAINT J Q 07 DEMO—FINAL 5 SEPTI 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBIN�FINAL 36 FOUNDATION PEMOVAL Z OWNER/CONTRACTOR TO MEFjT YOU:_YES_NO � COMMENTS: '�" � � W _� C- a � ii � i � / � ii J --- !) O �. �. � + � O � W � Q � 2 W � W � j d ORK SATISFACTORY:PROCEED G PROJECT COMPLETE W � ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑COARECTUNSAFECONDITION WITHIN HOURS. �� pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATtON ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73�J7 OwnedCoMractor 't • Inspector. �� White Copyllnspeclor's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN .�/—�►`? INSPECTION NOTIC��/. SCHEDULED S -- / SC' PERMIT NO. �'7 �7 COMPLETED "L� ADDRESS ��Q �/� �-t��2�i4.�� OWNER �L+'j2ls /�.�c�. �' CONTR. (� ��! /K-�,�C% TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q 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 06 PROGRESS ~ 07 DEMp—SITE 27 21 COMPLAINT J � 07 DEMO—FINAL 15 SEPTIC INST 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTI 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YO : YES NO � � COMMENTS: �� z W --- � � J _".-�''/ O - � � � O / � W � Q � Z W � W � j l � �/WORKSATISFACTORY PROCEED PROJECTCOMPLETE �� CORRECT WORK 8 PROCEED W ISSUE CERTIFICATE OF OCCUPANCY O Cl CORRECT WORK,CAL�FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT C1 CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL REfURN O STOP ORDER POSTED.CA�L INSPECTOR CITATION ISSUED 11 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 Owner/Contractor i - Inspector. White Capyllnspector's File Canary CopylSite Nofice DATE TI E CITY OF ORONO CALLED IN � INSPECTION NOTICE ��1 �'� SCHEDUIED � PERMIT N0. coM LETED � / ADDRESS OWNER CONTR. C��' TELEPHONE NO. � DESCRIPTION I � 01 FOOTINC3 11 MEC CAL RI 78IXCAV/ORADINQ/FIWNO y 02 FRAMINO 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO O6 PROGRESS ~ 07 DEMQ–SITE 7 SER77 MAINT. 21 COMPLAINT v W 07 DEMO—FINAL 15 SEPTIC INSTA 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBINQ FINAL 36 FOUNDATION REMOVAL Q OWNER/CONTRACTOR TO MEET YES ; ` ��„ COMMENTS: '! G� � W � � J O >- � O k W � Q � Z W � W � ��j � �WORKSATISFACTORY:PROCEED � PROJECTCOMPLETE W W L CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pH0T0 TAKEN INSPECTOR WILL RETURN O STOP OROER POSTED.CALL INSPECTOR � CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlCoMractor � � Inspector. ' �� White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE /,� SCHEDULED � PERMIT NO. �"I�� COMP TED �� ' N'/ ADDRESS ° L� � OWNER CONTR. . TELEPHONE NO. � DESCRIPTION � W Ot FOOTING 11 MECHANICALFiI 18EXCAV/GRADING/FIWNG � � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 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 06 PROGRESS ~ 07 DEMQ—SITE 27 SEP 21 COMPLAINT � �� W 07 DEMO—FINAL SEPTIC INST/�LL*' 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOV L � OWNER/CONTRACTOR TO O : S N � � � COMMENTS: '`� W ,r - 1 � a � � O >. � O � W � Q � Z W � W � j / � j/WORK SATISFACTORY:PROCEED PROJECT COMPLETE W �� CORRECT WORK 8 PROCEED - ISSUE CERTIFICATE OF OCCUPANCY O �', CORRECT WOfiK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL iNSPECTOR f CITATION ISSUED G INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContracto n e: Inspector. � � White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �� 3 % INSPECTION NOTICE C SCHEDULED (�,�-��_ _�� PERMIT NO. ��7 COMPLETED n ADDRESS �� 9� �-:��L�/��Y�tC�L-E- �.�L �� r ��+ ��2. /'►l�� OWNER ��'J?�t� �e- CONTR. TELEPHONE NO. � � � � ��-s-s� � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADIN('i/FIWNG � 02 FRAMING 73 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BUFiNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT � Q 07 DEMO—FINAI 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI EPTIC FINAL 35 HARD COVER REMOVAL 2 � 10 PLUMBING FINAL Z8 ES 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO M YOU: YES NO � COMMENTS: " � W ` � j `o �� O - �a � � O � W � Q � Z W � W � j � i' WORK SATISFACTORY'PFOCEED PROJECT COMPLETE W � L CORFiECT WORK 8 PROCEED ISSUE CERTIFICATE OF OCCUPANCY W � i_' CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73rJ7 Owner/Contractor ' e: Inspector. ,1� White Copyl�nspector's File Canary Copy/Site Notice