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HomeMy WebLinkAbout1987-000492 - well PERMIT CITY OF ORONO PERMIT TYPE: 1335 Brown Rd. South 0 P.O. Box 66 Permit Number: Crystal Bay, Minnesota 55323 Date Issued: (612) 473-7357 WATER + SITE ADDRESS: Y 5 RD N iL f-,H DESCRIPTION: I . N . , = -11 1-001 1 TF W & YEST -TyF DENCE ewe Y, iat r '1j co,k. e R FEE SUMMARY: c WELL ;c; 0() `3'u c h a i-.q e 11--f.ai Fee CONTRACTOR: OWNER: INGLE:'----*I0F ENG 44791 G 9 GI LG! 7.T H T— RE- MN S GS-K4ARK- S: a+. l4 (-i 5:3' NG i- A k. V.. E.I A I c' 1�-Irr '..UBMIT 0-Pc Y OF TA"IrF WELL. REOCRD . F— T! ­RFIVEI'll-NT'-' THI;c- U N 0 ER!:3,i G N,.-D 1-i tH R E B Y R r--- J S (FIE-1'-�IN I IDN T 0 iN Ar".E AE REAL !N�r *N- -:1 S' r'C:IFIED A IND W'REES TO D" ALL. W0Ri;'1* IN :S"ITZ.1"' I ; - PE. �j I C.J k"A"il-;fWITIrl if'ILL CITY LiF ORONO 1--1RDINANC:E!-.-,' AND STATE FX: t1INNESOTA BUILDING CODE RE("'UIREMEN TS APPLICANT/PERMITEE SIPNATURE lssu"�WATZRE CITY \ . SEPTIC LOCATION Z�p L C'/2i`jS TiQI2-, R" GENERAL CONTRACTOR G�TQ" Cj4L,p'�r►1 t't' SEPTIC CONTRACTOR q5 OWN E APPROVED APPROVED: NOTE CHANGES BELOW COMMENTS -FA-^j Ks /orb - I&Oc-7) Pe4CAT i GoA.)c b e-A-rN Ft gz© /s-Oo s.�, , 1A-C 'Dg-P 71-f 2, S7 ' . 24Ct LtNDeA PIP(F M �N. , vlt� J7ieoP $oX�S� A ypu-- Pt-Ye- G7eo�$�e G r2 Pa�2T'. 1�1A-1c Su�e, S IS -S' rc.� Bali A I 'IY f� -L 1F AEFIC aFF 1�l?-4��J DATE APPROVED BY: PROTECT DRAINFIELD AREA DESIGNATED DRAINFIELD SITES SHALL BE STA- KED OFF PRIOR TO CONSTRUCTION OR EXCAVA- , TION IN THE AREA. THE DRAINFIELD AREA SHALL REMAIN UNDISTRUBED UNTIL DRAINFIELD CON- STRUCTION IS COMMENCED. NO VEHICULAR TRAFFIC OR STOCKPILING OF FILL SHALL BE ALLOWED WITHIN DESIGNATED DRAINFIELD AREA EITHER BEFORE OR AFTER DRAINFIELD INSTAL- LATION, VIOLATION MAY REQUIRE RETESTING OF THE SOIL. KEEP OFF DRAINFIELD AREA! SITE EVALUATION REPORT FOR SCOTT GOLD'I'MITH ORON09 MINNESOTA 9 -8-81 un October 7-8, lq 1 two sites were tested for the suitability of supporting a drainfi ld system. The existing house and lot were tested for an alternate site should the present site ever fail, The lot was tested for both a primary and alternate site to serve a lio-: residence, he percolation holes were dug 3-3.3 feet deep and 6 inches in otar while the soil borings were dug 6 inches in diameter to the foot depth and 3 inch s in diameter to the 8 foot depth, rhe per- colation holes were dug with both power and hand augers while the -oi, borings were dug w th bucket type hand augers, 1Ll@ alternate site for the existing house was tested to the Loi-t2 of the present ho se and between the • tap of the small knoll and the lower area in fr nt. The soils encountered yielded a percol- ation -rate of 35,6 minut s per inch which is acceptable for a stand- ard drainfield system, '.::he site for the neva house yielded• very good soils and had an averake percolation rateiof 28,8 minutes per inch which would also., enable a standard drainf eld system to be• cons-tructed, There is a sinal ditch or swale abo t a foot deep running through this site �r��:icn �ri1.l have to be eliminated by either an interceptor draintile or by grading to divert the runoff water around the site, additional system design information follows. If any other in- forr•;ation is needed, pleatse contact rye,. Sincerely, PERCORS INC. Mark S. Gronberg, P. �. SCOTT GOLDSMITH PROPERTY ORONO s MIITNESOTA Alternate Sine-Existing 40tlse Percolation Results do.Le I30, Material Percolation elate P-1 Brown Clay Loam 54.3 min./inch r-2 L-c, Brown Loam 3n.9 :® avera e p3rcolation rate is 35.6 minutes per inch. Soil Boring # 1 Depth(ft, } ;:Material 0, 0-1.1 Black Loam 1.1-3,0 Dk. Brn. Clay Loam Lt. Bro Clay Loam ..o soil or wate table after 24 hours, New Lot Percolation Results dole ido,_ Material Percolation Rate -1 Brown Clay Loam 48.0 min./inch r-2 Yellow Brn, Loam 16.0 3 Brown Loam 34.3 Yellow Brn. Loam 18,5 -r I Brown Loam 34.3 Y-S Yellow Brn, Loam 21.8 'ihe average percolation ate is 28.8 minutes per inch. Soil Borin.s -*Be �r 1 ,a•,th(ft. ) Material 3, -1,2 Black Lo 1."--3.2 Dk. Brn, lay Loam 2-8.0 Brom Cla Loam ...o mottled soil or water table after 24 hours, ; B 2 S•B�. Depth(ft. ) Material Depth(ft. ) Material 0.0-1,4 Black Lo 0.0-0.9 Black Loam 1.4-3.0 Dk, Brn, lay Loam 0.9-3.1 Dk. Brn. Cl. Lm ; 3,0-8,0 yellow Br Loam 3.1-$.0 Yellow Brn, Loam o nottled soil or water) table after No mottled soil or water table IL hours: of ter• ;?I- hours. ` SCOTT GOLDSMITH PROPERTY System :Design . 'ercolation .Rate `1 a of S stem. :'8.8 minutes per in h, Standard System. ?, Yroposed Flow Rate. bedrooms @ 150 G.P.D. = 750 G.P.D. 3. soil Treatment Area Required, Use 2.0 factor x 750 = 1500 sq, ft. L; . Size and Number of T enches 5 trenches 3 feet wi a and 100 feet long would = 1500 sq. ft. �-'Iese trenches wotreuired bout 3-3.5 feet deep and a min. of '(.5 feet center t . 5. Dra�_nfield mock R `a5.il cu, yds, of required to have b inches of rock un- der and 2 inches inch distribution pipe. c -x nks. se .tic tanks arwith each having a capacity of at least 1000 gallon r CITY OF ORONO SEPTIC SYSTEM DESIGN PROPOSAL 6 STANDARD REPORT FORM NOTE: This form must be completed by the applicant or his agent and submitted for approval with all re- quired attachments when building permit is applied for. The following exhibits are required as a part of this application and shall be attached hereto: Percolation Test Logs and Soil Boring Logs (on standard forms); Site Plan drawn to scale showing locations of existing and proposed buildings, lot lines, perco- lation test and soil boring hole locations, proposed system location and layout, and well location. THE HOUSE AND DRAINFIELD AREA MUST BE STAKED. Improper or inadequate soil testing or information will result in delays in processing. Permits will be issued only to contractors holding'a current Orono Septic Sys- tem Installers License. TYPE OF WORK: sXNEW CONSTRUCTION ❑ADDITION OR REPAIR ❑SUBDIVISION APPROVAL ONLY PINS NUMBER ✓ ' I ig "2:J 51 COII PROPERTY ADDRESS 2105 OLZZ PROPERTY DESCRIPTION LOT 1 CLA•I R—F— /s"b-L OWNER '5&c-r:Z K. 60Q.6m ITN to 17 F-.,, �A 4�5-300 1�,."ame Mail Address —Lity one SITE EVALUATOR K-),iZK ' 6Fa 01•)54= �A0ZA 1 J�? ,♦` �(F, LAKE 475J 4141 ame��f MailAddress ty hone GENERAL CONTRACTOR 0 Y`�N P—IP, ame Mail Address City Phone SYSTEM INSTALLER (IF KNOWN) NO KNOWN 4T -TW It) TiMF- ame one THE INFORMATION BELOW MUST BE FILLED IN BASED ON THE SITE EVALUATION AND DESIGN REPORT (ATTACH). 1. SITE EVALUATION / DESIGN CRITERIA USED NO. OF BEDROOMS GALLONS PER DAY PERC RATE_�� MINUTES PER INCH INDICATED DEPTH TO SEASONAL WATER TABLE OR SATURATED ZONE INCHES 2. SEPTIC TANKS TANK u 1 /CrC�'"Q GAL. MIN, LIQUID CAPACITY MANHOLE TO 6-12" BELOW FINAL GRADE, INLET AND "- OUTLET INSPECTION PIPES TO SURFACE REQUIRED ON TANK # 2 V U V GAL, MIN, LIQUID CAPACITY ALL SEPTIC TANKS. 3. PUMP STATION XJOT REQUIRED ❑REQUIRED GAL. MIN. CAPACITY (TO ALLOW FOR I DAY STORAGE CAPACITY) ❑SEWAGE EJECTOR (BEFORE SEPTIC TANKS) ❑EFFLUENT ONLY (AFTER SEPTIC TANKS) CHECK VALVE TO BE USED ❑YES ❑NO HIGH WATER ALARM AND MANHOLE TO SURFACE REQUIRED ON ALL PUMP STATIONS. DRAINFIELD SYSTEM MTRENCHES ❑PRESSURE DISTRIBUTION MOUND ❑OTHER: ATTACH INFORMATION TRENCHES: ❑DISTRIBUTION BOX ROP BOXES SQ. FT. BOTTOM AREA TRENCH WIDTH (3' MAX.) FT. CENTER-TO-CENTER TRENCH SPACING-7, 1 FT. 1'KIN U DEPTH OF ROCK BELOW TILE (6" MIN.) INCHES DEPTH OF ROCK OVER TILE (2" MIN.) INCHES DEPTH OF TRENCH BELOW ORIGINAL SURFACE INCHES FINAL COVER(H" MIN.,24" MAX.) INCHES NUMBER OF LINES_�� LENGTH OF EACH LINE c-0 PRESSURE DISTRIBUTION MOUND: ❑STANDARD DESIGN AS PER ORONO DESIGN IIANUAL ❑OTHER SAND BASE DIMENSIONS: LENGTH FT. X T. WIDTH SAND DEPTH BELOW ROCK INCHES ROCK BED DIMENSIONS: STANDARD 10 FT. WIDTH X FT. LENGTH SLOPE AT SITE Z FOR OFFICE USE ONLY ❑APPROVED AS PROPOSED�PPROVED ❑ADDITIONAL ITEMS NEEDED NOTED BELOW �1 S I�l�Gl L L k'� /N f'+�`k� M'�'� `� y2o►��8�� C, D��S/G-� APPROVED BY: ATE — 3 _ SCOTT 67OGOS1t11 rA1 L O T /, ,8L o C r CLARE A ,0/.7/7'/DrV N8, / A / �MMV .» .... ut- N • N �,., �¢D.� �Ps��+.� �I- ze o� • 6Z.o � � /�OPOJ6o o �r 3a6� Nou1'E . Jdk AM TF : 1Q ''',r�/vY &TON P-6 &F /t/EEUED OE/Fi o�.vG ;= P3ybo a P�2 918.48 . Oti TAF' NoasJ'F EL FvfT/ons Scale : .111 = 100 ' Date 7 - 10 - 80 0 Iron -marker r�C `�r t• • I err: ��` �- �3 � y,� ,+C.yys�' � Yt•�v�y -. \` 631' - ... e� I ,` •� P , ' i 1 tu % i� � .Nt� •u�_ ao v m, Nvz li S � � 1.11 -t h � I SL 581., Tully OOp I p 11 .. iCi i A Q 14SV 2; 61 v 'L-) c 40 IL lu T es • il,. �dc. ® 1 f O i v 15 II AT TIME CITY OF ORONO CALLED IN — 1 - 7 INSPECTION NOTICE �/ 2 SCHEDULED Z�n�O-V �. PERMIT NO.- 7SJ COMPLETED ADDRESS caltO OWNER CONTR. TELEPHONE NO. 7 — ❑ FOOTING ❑ PLUMBING RI ❑ SITE INSPECTION ❑ FRAMING ❑ PLUMBING FINAL ❑ EXCAV./GRADING/FILLING ❑ INSULATION ❑ MECHANICAL ❑ LAKESHOREIWETLANDS ❑ WALL BD. ❑ WATER HOOKUP ❑ LICENSING W ❑ FINAL ❑ METER SET/TURN ON ❑ COMPLAINT ❑ PROGRESS ❑ SEWER HOOKUP ❑ FOLLOW-UP CZ ❑ DEMOL. SEPTIC INSTALL. ❑ SEPTIC FINAL O ❑ FIRE PREY. ❑ SEPTIC MAINT. ❑ FIREPLACEIWOOD BURNER ❑ WELL TEST PUMP ❑ COMMENTSCC 31 0 a cc i Ao - cc Q W •�— cc Q ❑ WORK SATI ❑ PHOTO TAKEN Q ❑ CORRECT WORK&PROCEED V ❑ CORRECT WORK.CALL FOR REINSPECTION BEFORE COVERING 0 CORRECT UNSAFE CONDITION WITHIN HOURS.INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED.CALL INSPECTOR. ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cr/ 0AI—/,o,?u /r/v 2 y f 0(, call for the next inspection 24 hokrin advance. 5, —,,-,,/,w: /0"3 c ,Owner/Contr. on site c, goo IV+ gs4_ 1A InspectorC•�1% . 473-7357 White/Inspector's spector's File Canary/Site Notice DA �� TIME CITY OF ORONO CALLED IN INSPECTION NOTICE 1 SCHEDULED PERMIT NO. UCOMPLETED ADDRESS OA *tpj OWNER ONTR. o TELEPHONE NO. ❑ FOOTING ❑ PLUMBING RI ❑ SITE INSPECTION ❑ FRAMING O PLUMBING FINAL O EXCAV./GRADING/FILLING ❑ INSULATION O MECHANICAL O LAKESHORE/WETLANDS ❑ WALL BD. O WATER HOOKUP O LICENSING W ❑ FINAL O METER SET/TURN ON O COMPLAINT W ❑ PROGRESS ❑ SEWER HOOKUP O FOLLOW-UP ❑ DEMOL. O SEPTIC INSTALL. ❑ SEPTIC FINAL Q ❑ FIRE PREV. ❑ SEPTIC MAINT. O FIREPLACEIWOOD BURNER 'SWELL TEST PUMP O Q COMMENTS: /\ Q z �c1,,e e.,tl— !D ' y'I iZ -sL.07 to S 7_71-7-7 C Q. 6iq/� i 0 o cc O cc O LL W CC Q Z W W cc j d W CC W WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN Q 0 CORRECT WORK&PROCEED V ❑ CORRECT WORK CALL FOR REINSPECTION BEFORE COVERING ❑ CORRECT UNSAFE CONDITION WITHIN HOURS,INSPECTOR WILL RETURN. ❑ STOP ORDER POSTED.CALL INSPECTOR. O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. call for the next inspection 24 hours in advance. Owner/Contr. on site Inspector C� Insp� � 473-7357 White/Inspector's File Canary/Site Notice