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HomeMy WebLinkAboutSeptic New 00 Niederwerfer Road (7) L; Town of #ut htbaor Department of Pollution Control SOUTH WINDSOR, CONNECTICUT- DRAIN LAYER'S PERMIT Application for Permit to Install or Repair Individual Sewage Disposal System FeePaid $.a ......................... By ..9A).(,5 ...ic +!t4'�................................................................................................... Permit No. ...7....11'.'4.Y............................. Date ...1::-RI-?...g......................................... Pursuant to written application, permission is hereby granted to the Licensed Drain Layer named herein for repair ......... or construction ......... of an individual sewage disposal system concerning which the following information is submitted: 1. Owner of Property ...................Cc....:.c........: '..::............................................ Address of Owner ............... .......B..F��: rT�......��...........�................ 2. Location of Property ............10'cjzr... %^......&.. ......................................................................................................... Lot No. .....1..........I............ 3. Type of Structure ............................................................................................................................................................................................................................................................... Dwellin Commercial Building, Store, etc.) 4. Number of Families or Persons to Occupy Premises ................................................................................................................................................................ 5. Number of Bedrooms ..T.hem............................ 6. Average Daily Flow ................................................... Manufacturer and 7. Liquid Capacity of Septic Tank ........`00o p c.n�:�rr On. J.............. ............................ Material of Septic Tank ....�.r......a� 8. Soil Conditions: Type of Soil ...................0.1 y............................................................................................................................................................................................. (Sand, Gravel, Clay, etc.) Maximumground water table ..........P?.,Y. ........................................................................................................................................................ 9. If not served by public water supply: Distance from Owner's well .............?..S'................................................. Fromadjacent wells ...................... ...................................................... 10. Distance to nearest water course, drainage ditch, storm drain or gmbankment .............4 5................................................................ 11. Percolation Tests: Time for 1" drop in soil test .................C.1.>. ..Min /in ..................................................... ............................................... Classificationof soil .................................................................................................................................................................................................... 12. Minimum square feet of effective seepage area required .............l..na©..................................................................................................................... 13. Leaching System: Number of trenches .............(P:.............................. Length ............r .............................. Width r:3.......................................... Total ................................................ Other ................................................................................................................................................I....................... 14. Plot Plan Attached. ............................................................... 15. Layout Approved. .................................................................... 16. This permit expires ................................................................................................................... Signature ........A�...��.................................................................I!prp. ................................. (Licensed Drain Layer) Installation Completed, Inspected and Approved in accordance with State Public Health Code and Local Ordinances ............................................................................................ZIP ........... 19.:.?.K.. By ................................................................................................................................................ Pollution Problem abated Date ................................:.......................I...........:......... ........... ,r�.-.....F' ne . .j ..tor .............. o. T Nk o.sSG J CQ G 63 ' NOTES SOUTH WINDSOR POLLUTION CONTROL LOCATION i ec�e r wee er �o-f S OWNER red a�f I TYPE OF WORK Alew DATE t a-►a--?&PERMIT PIPE INSTALLER i t, INSPECTOR DRAWN BY T7, �rs'fLoft CIL / fl i - hiluI? Odar) J --------------------- Y 1� J Pr STATE 01 CONNI ,J ' s k T 17 /-' P .A A OFFICE O. PUELAC HEALTH CONN.) RETIMI OF ENGINEERING PLAN FOR 'A HOUSEHOLD zt SUBSURFACE SEWAGE DISPOSAL SYSTFII ON A A "A A M F.%OINEER ft DATE RECEIVED j fia,:ASON FOR SU_%iISSION: I awi CONSTRUCTION MIjD,-,,R4 PERCOLATION RATE POORER THAN 30 MINUTES/INCH E] REPAIR ❑ HIGH n XIMUM GROUND WATER LEVEL FISHALLOW LEDGE ROCK SPDCIFICATIONS: NO. OF BEDROOMS DESIGN PERC. RATE SEPTIC TANK i _GALS. tmciam SYSTLM__. i FILL SYSTE24 FEET CURTAIN DRAINS 'j[:j%IMEND'ED ACTION: APPROVAL. El APPROVAL WITH MODIFICATIONS OR PROVISIONS NOTED ON ENCLOSED PUN. ❑ CONDITIONAL APPROVAL SUBJECT TO FURTHER TESTING PRIOR To INSTALLATION AS NOTED ON ENCLOSED PLAN. ❑ APPROVAL DENIED. SITE UNSUITABLE FOP, SEWAGE DISPOSAL. El APPROVAL DENIED- INSUFFICIENT INFOR14ATION ON PLAN. APPROVAL DENIED. REVISE AS NOTED ON ENCLOSED PLAN AND RESUBMIT. ❑ APPROVAL DENIED. FURTHER SITE INVESTIGATION REQUIRED- slncere],y, COPIES, TO: D -- *TOR OF HFALTH "T SANITARIAN ENVIRONMENTAL &.hLT1 1I SkRVICEEIS DIVISION Lj ENGINrT�.R OTHER COPIES SENT TO: SUBJECT: �; . 4• �tiiN<�y�s;_, C0NN. , PLAN IIEV I I-W 0r�h' S J RFACI: SE;tiAGE DISP0SA1. "Y., TI=M , ON PROPERTY OF Gi S` y jA�t wyrr: . 1 APPLIUNTION NO. PUBLIC SIMER WITHIN 5 YEARS 1 ok"W_R: ADM;1_S S ENGINEER: (P. E r ) _1cI.Nf; Lt , ADDRESS: / N,t l,(���,. RECEIVED by LOCAL !HEALTH DEPT. _ _ BY STATE HEALTH DEPT. {vL__ . {Date) Data) REASON FOR PLAN SURI1ISSION: High GroUne?V"'Ite:r_��--- Ledge_ Request__ 2000 gal ./day i-lotr Slog; Se,^page Conrrents: (other limitations } SITE Public ldatt,r Supply Watershed: No ,�� Yes If Yes _ Lot Size �/�' '��'� � -�.` Slope (Sys tern urea) >­ (Name of Wat:erl Supply). ' Location: Lot: �/ - Street Andress %leLAE-P, BUILDING: If Residential - Type `� � , -, Y { of Bedrooms If Nonresidential - Type .- /� J� � Estimated Daily Flow Gals.' HOUSE i 'E-WER: Material & J _r o i n t Type Diameter i,,. t:, Length Invert Elevations/at worse J/--------- At Tank _ Y Slope in./ft. HOUSE_SrVJFR SA'flSi_ACTORY: Yes ✓ No � Comments: SEPTIC_ TANK: Manr!fact:urer Make and Model Material Construction {c= Capacity F <. < gals. Properly Baffled Yes No No. of Compartments c Distance to Building Served Ft. Depth to Cleanout _ fr: Cleanout to Grade Required: Yes No - / Provided: Yes No SEPTIC TANK SATISFACTORY: Yes No PU;"IP/SIPI_ION: Size of Chamber - gals. No. of Pumps Alarm _ afr: Leaching Pipe Capacity gals. Gals/Dose Pipe Capacity Dosed MJnhole to Grade _ Specifications (pumpage rate, max, head, siphon S 17_e, etc.) I'Uh1P S i I'JI'1 J A i I!,rACT0r,- : Yeti No • !; V..fV•I EW. Page 2 y r .: Site Investigation By - -1�cb w (late �.' ci L, ,. __.__-_--_. :,,sign Percolaticzn Rate �.— min/inch DatE: ---- Fah ,r Detailed Soils Information , Refc:i i:u " Investigation for Sewage Disposal .>';'>•tefil" (or egUIVaICnt s011s data report) . <' i..i N, f,,� t. �•�t=c.ti�alcf� 4«�C CiRO.ca4 Li4�'12.O 'BhiiQ\ ;1t SYSTtti; Design Criteria _ yl -- -1� s1_ < 'r I a_ p `ffeetive Area: Required _- `I sq. ft . Provided sq .Tt. C - pt ion )i:=trih:�tion: Serial Equal and Levc1 Other Y—� �: r �r .-A.1. ,-:wStci., CIJ ,;.nch 11�3rk Provided; Yes _{ No t. of Cover Over Leaching System � _ ins. :.atom of Leaching System !aches Belo',•v I' i na l Grade 1-r0% Suitable Reserve Area: Yes _ No iled Systems: Material Specifications ,c thod and Coflipact i on Percolation Test in Fill Required: Yes No r irirtum Separation Distances: Septic System To: Nearest We11 rt• , ­4•Use Served :15 ft. , Water- Service Line aperty Line~� _ —_L 'w�ft . , Nearest Open Watercourse _ ft. , ng on Ad.iaccnt Property — __ ft. ;lttcrn of Leaching System, Minimum 18'' Above Maximum Water "fable Vry of Leaching System, Minimum 4' Above Ledge-rock --� L <c�ur;d Water Drain _—ft. Li •;CfijNG SYSTE-r, SAl ISFACTORY: Yes No t i D SURFACE WATE(; DRAINS: ndation Footing Drain Provided: No Yes If Yes, Elevation "L rtain Drain Required- No -- Yes —_ if Yes, Pipe Invert Elevation i ' Yes, Describe ( include location) rtain Drain Demorlstratcd Effective: Yes NO D a t _ ',:Vuurrd Surface Properly Graded to Drain: Yes -� No �,r,r „ . . iP,�:ire. Yip v , D/s�,(,Fr,c�: uA T ER DRA I I s_sA r f sFnri.flRY: Ye N° SUPPLY: Public Water Supply _�. ^- 11' So, Norse of Supply -- -Site Well Design Wii.hdrawal Rate. Over 10 GPM: Yes No _— r' 11 Locat_ ion ro _ a ft . fm and - ft. fiton;�' _ nimum Sea:�rat ion DisIcinces Well To: Nearest Septic System �Mw� ' ---ft . : und/Surface bdater Drain —ft. , NearestSe>�< r r+_ ft . , liigll Water 'al k of Surface IJater Body __ —ft , and flthcr Source of PoHu.tion i �7 � .g. in-ground fuel tan!.' nPPr,nwrt, nY 1 0f:A,- I I F -,t; D[P/.I;Tri*NT South Windsor, Ct.; Plan Review of a V Subsurface Sewage Disposal System for Lot #5, Niederwerfer Acres, Niederwerfer Road on October 11, 1978. RECOMMENDATIONS: 1. ) It is recommended that a curtain drain with the maximum possible depth (;,366) be provided east of the system in the area of the western portion of the proposed foundation drain. This will further protect the system from ground water and is recommended due to the poor soil conditions. This curtain drain should extend far enough in the southerly direction to preclude ground water from that area interfering with the system. ( i The septic tank and leaching; field must be at least 25 ft. from this drain. 2.) Perculation data provided by the local sanitarian indica es a perculation rate 60 min./inch in the system area. An additional 240 fte of leaching area should be provided. 3.) Serial distribution should be used as trenches are at different elevations. 4.) Locations of any sewage disposal systems, reserve area, wells and buildings on mot #6 (property south of Lot #5) should be determined to assure adequate reparation distances from facilities on Lot #5. 5. ) At least one foot of cover is recommended over the septic tank. 6.) If an in ground oil tank is supplied it must be located at least 75 ft. downhill from the well.. 7. ) It is recommended that a perculation test be performed in the fill material when it has been placed. CONCLUSIONS: Plan approval. is recommended when recommendations 1, 2, 3, 4, and 5 are implemented and reflected on revised plans to the satisfaction of the local sanitarian. The local sani.tarlan should implement recommendation #7 after fill is placed. Proper separation distance of the well from any in ground oil. tank should be assured :)Y-ior to issuance of a well permit. (recommendation #6) AJB/b L Y