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HomeMy WebLinkAboutSeptic Repair 994 Pleasant Valley Road SKIPS INC. CONSTRUCTION AND SEPTIC SERVICE 27 MUDDY BROOK ROAD ELLINGTON, CT 06029 (860) 875-2332 q 91r R-14SINI VAUA� <,n. s b ID 5012 In�l�triK �s �uc �'Ic , L 4"SDK-3S 4 GAL,t 6N uti�T S �n.rT �( a c�M�AIert�E� 3 SCE G-F. F�L o FAVV w T c�c� `�� TAW- Nr� H �ti�r5 Ip�iUt IT Nr iutTk 1`' STaNt i5 SSw_�T a-1bTArl co�Pt.4vi OFF Wks S 1}uT of� f(�NMtiz UA Eti ?,Q Flo sic i a l�"�` it's`' a��q� �5•$,: 9y'o` 3�.0`' 9�'y" s�•y" 33'io` �o9N 9.�.7� �S`' IA A p xn o SUBSURFACE DISPOSAL DESIGN - REPAIR • 994 PLEASANT VALLEY ROAD SOUTH WINDSOR, CONNECTICUT PREPARED FOR SKIPS SEPTIC FEBRUARY 28, 2003 3 This plan does not comply with the State of Connecticut Public Health Code. This is a repair to an existing system and there are various concerns such as the size of the leaching system and site hydraulics. The engineer and/or Gardner & Peterson Associates shall not be held responsible for problems associated with system use. This site should be connected to sanitary sewer as soon as possible. CON, P�,Ir Q. TO C A. / Qi t . OSb�2 �r fBsISNAL ENe GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS Of GARDNER & PETERSON ASSOCIATES JOB-.Wt/ 178 HARTFORD TURNPIKE SHEET NO. 7 OF TOLLAND, CT 06084 TEL: 860-871-0808 CALCULATED BY DATE- FAX: 860-875-2086 CHECKED BY DATE SCALE GAL--..S- a-41 114—e Co C,/'t 2 C. 144*vi%m) j%pov 7 IS- ti t Tl e- ...........a .......... J Sop r .�c. ........ Its .......... .......... JOB GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE SHEET NO. OF TOLLAND, CT 06084 CALCULATED B DATE TEL: 860-871-0808 FAX: 860-875-2086 CHECKED BY DATE 2--:-- SCALE . ......... ........... ........... ...................- ...... ............................ o ... ... ........... .......... ........... .......... .......... ............ .. ................. .......... . ............. ........... . ............ .... .... .......... ............. ............ .......... ............. .......... 1 .......... ................. ........... . ....... 0 .... . ..... .............. .......... ............. .......... ............ . ..... ........... ........ ... .... .... ........... .......... ............ ............ ..... .. ........ .................. . . ........... .. .............. ........................ ............... !J........... ---F -4-........ ......... ... ... ............ ...... .......... ........ ...... 0 ..................................- . ......... . Al. 0L.-I ... ........-- ............. w zi ............. ............ ............. V'i oil .............. ................... .........- ............. .... ... ....... .....- . ......... ............ . 14 ....... th GARDNER & PETERSON ASSOCIATES SOB 178 HARTFORD TURNPIKE SHEET NO. 'fA OF TOLLAND, CT 06084 CALCULATED BY 114o7" DATE TEL: 860-871-0808 FAX: 860-8755-2086 CHECKED BY DATE SCALE N J _ .0 a ti - t _ _ z -r _ o o _S CA w _ lu 0 ............ N ........ ..... . IV 0 0 ........ i.............. .,..... ...... .. ....... ... ._... ... ........ 1 N ... .... LL ....,... .. . ..... ... . ....... :.... ... 't ;.. ........... .d ».. k� to -slr� ter, care.. j as C ........> ........ uj d m z g W W U U J ...... ............... .... ... .... .... cn ......... ...... ....... ...... ..... ............. ... ..... ...... . . .... . ... . ..._2.."�$ OV W .,......... E- a V) Y .... ..... y n.�OW x r.. Q ZooOco ..... o�O Z SOON `�.. . U 00 00 ... . W OpOO F. LL Z t0 t0 W HQCOCO ..._ a =J W X ��F-lai ......,.. ..... ri W _ It 77 t ....... .......... Z Q .,..... ............ GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS NOTES — SEPTIC SYSTEM DESIGN — REPAIR 1. Soil testing by the Town of South Windsor. 2. Design based on a 3 bedroom house. Percolation rate: 30-40 min. Percolation test data taken from referenced plan. 3. Provide a watertight 1000 gallon 2—compartment septic tank and 3 rows of sidewinder infiltrators 50 feet long, 34 inches wide, 12 inches tall, totaling 150 i.f. or 555 square feet of leaching area. (Required system size: 900 s.f.) Infiltrators to be backfilled with one inch stone. 4. Bottom of trench to be set at elevation 88.2. Bottom of trench to be constructed level and distribution pipe to be set level. 5. Topsoil to be stripped off prior to filling. The fill material (natural or manufactured) below the trench to be pervious, good quality and clean medium sand (select fill) placed and compacted in 6" lifts. Select fill shall meet the following minimum requirements: A. The fill should not contain any material larger than 3 inches. B. Up to 45% of the dry weight of the representative sample may be retained on the #4 sieve (This is the gravel portion of the sample). C. The material that passes the #4 sieve is then reweighed and the sieve analysis started. D. The remaining sample shall meet the following gradation criteria: Sieve Percent Passing No. 4 100 No. 10 70-100 No. 40 10-50 No. 100 0-20 No. 200 0-5 Percent passing the #40 sieve can be increased to no greater than 75% if the percent passing the #100 sieve does not exceed 10% and the #200 sieve does not exceed 5%. The responsibility for the preparation of a leaching area utilizing "select material" is that of the licensed installer. The installer shall take the necessary steps to protect the underlying naturally occurring soils from overcompaction and siltation once exposed. Fill material to be placed prior to trench excavation. No traffic other than track—driven equipment is to cross, dump, unload or otherwise compact the fill area after topsoil removal until 18" of fill material has been placed. Initial 18" of fill material to be dumped at the edge of the stripped area and spread and compacted with track—driven vehicles. Stockpiling is to take place upgradient of the leaching area. The area down gradient of the leaching area is not to be disturbed. The contractor shall contact the Town of South Windsor Health Department for a percolation test when fill is in place. 6. Disturbed areas to be loomed and seeded. Final grade to shed surface water. 7. Elevations shown are based on an the plan prepared by Lucek Engineering, Septic System Repair Property of Hortense Beaupre 994 Pleasent Valley Road So. Windsor, CT Date: 7/25/89 A benchmark will be established at time of system staking. 8. Parcel is served by public water. Water service to be relocated a minimum of 10' from leachfield. 9. It is recommended that the Town of South Windsor Sanitarian be contacted before any site work is performed. 10. It is the responsibility of the contractor to contact the property owners, appropriate utility companies, or Call Before You Dig to verify the location of underground utilities prior to construction. Any utility locations shown on this plan are approximate only, and must be verified by the contractor prior to construction. 11. It is the responsibility of the owner or his contractor the obtain all local, state, or federal, or other permits which are required to implement the activities shown on this plan, and to perform the activities in accordance with the regulations recommendations of the appropriate agencies. 12. The design engineer will oversee staking of the septic system. 5of9 GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS MINIMUM LEACHING SYSTEM SPREAD (MLSS) HYDRAULIC FACTOR (HF) X FLOW FACTOR (FF) X PERCOLATION FACTOR (PF) MLSS = HF X FF X PF 54 x 1.5 x 3.0 = 243 HYDRAULIC FACTOR (HF) HYDRAULIC GRADIENT % OF SLOPE T <1 1.1 2.1 3.1 4.1 6.1— 8.1 10.1 >15 0 2 3 4 6 8 10 15 E 17•9 SEE NOTE #1 R18— I 2 72 62 54 48 42 34 30 28 26 D TT 22.1— V 26 66 56 48 42 34 30 28 26 24 H E 26.1— L 30 56 49 42 34 30 28 26 24 20 Y 30.1— E 36 48 42 34 30 28 26 24 20 18 R 3 42 36 30 28 26 24 20 18 16 422 42.1- 48 36 32 28 26 24 20 18 16 14 48.1- 60 30 28 24 22 20 18 16 14 10 >60 MLSS NEED NOT BE CONSIDERED #1—CANNOT BE APPROVED UNLESS HYDRAULIC ANALYSIS DEMONSTRATES SUITABILITY FLOW FACTOR (FF) = DESIGN FLOW SO: 2 BEDROOMS = 30 = 1.0 300 300 3 BEDROOMS = 300 Q 4 BEDROOMS = 600 = 2.0 3W COMMERCIAL = DESIGN FLOW = (FF) 300 ASSUMED PERCOLATION FACTOR (PF) LESS THAN 5 MIN/IN = 1.0 5.1 — 10 - 1.2 10.1 — 20 = 1.5 20.1 — 30 = 30.1 — 45 = 3:0 45.1 — 60 � 7of9 0Il2E/2003 12:17 E6064472E0 SOUTH WINDSOR PASS [c.A i tyn ryti Jr'Wet c u[arwK 1.3 a 8:1.. OWNER LOCA'Y'ION U PERCOLATION TESTs;(Record all tars) /- !`/-0 3 SOIL MOISTURE: DATE (high, med, tow, etc) TEST READINGS SOLE#1 HOLE#Z HOLE#3 HOLE 94 Time Reading Time Readine Time Resdin Time Readin i TABULATION 4F TEST RESULTS Hole ati n depth Presoak Minimwn Percotxtioa Rate bes) IBM) t c t i. I • i i IBSERVATTON PITS: (Record all pins) (Da!e`f" Cad Watw Table:, (Naoc BeJovr luc) SOIL DESCREPTroxs PIT A PIT B PIT C PIT D �1 -tv IV Post-r Fax Note 7671 o � %,�� �, �► To From ca lvepc. co. Phone N O Phone A Fax N �L? r Fex I STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH Q, s,,,,a DATE• !�t TB( �L �?t0� TR4NSipI i SUBJECT 1 Cf tt�S 2— CT., REVIEW OF PLANS FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM ON CJ ?t( A-6-,0.4w- V4 LO 0010 g0rt5t V RM OtyTi J 0zc,)o3 TO: &A OEPTUip} Qs — :rb Vj t\i n F -5w T-d W i U oso e FROM: SEAN MERRIGAN, SANITARY ENGINEER II ENGINEER: GDA1?'D w (L DATE RECEIVED f O G�a REASON FOR SUBMISSION: MINIMUM PERCOLATION RATE NEW CONSTRUCTION POORER THAN 30 MINUTESANCH REPAIR HIGH MAXIMUM GROUND WATER LEVEL SHALLOW LEDGE ROCK OTHER T S LS A/l '� trl t TC A i&4 L P&IIE- DESIGN SPECIFICATIONS: PERC.RATE 3u. I ^ `I S MINJIN. BASIS OF DESIGN 00-U0 0A t}D�Z+ 6- SEPTIC TANK i 00Q GALLONS LEACHING SYSTEM J$D LF &F (7i!y,\,`,. % 5-5S FILL SYSTEM Y" u FEET CURTAIN DRAINS N/ MLSS e'A Jt , Rt— E"-j02M jNFP RECOMMENDED ACTION: APPROVAL WITH MODIFICATIONS OR PROVISIONS NOTED COMMENTS: AT ttkt r2r Fa( -ram.:nn C!f LCA�-t+t n9 GA J-)N t 1 S 5+(tI L Lit NO DttPFrZ ' Ar( 1p, C(LAOr Zt+�siZC or, C- /� fltc.d i2t� q �fm ecac R►T� rF Pc2C TT::;' t S�LRUE Fitt- Cb Wj A4hS A M M �►s-r2 TA4r'-/ ny�}rv,2� Ott s -r., TEE t_,C_7AC0 tNG, AaE-}. 51A VOUCEN r RE-6 fOAf(I QECC)yVk0 lCN®A-'T toALS �ap V^?—(L CoA1S 2y<7 yip nJ Ol.(� ��� '54R Lt_ 6C wit(zt U D N Tt4C (=MM ter- COPIES TO: SINCERELY, DIRECTOR OF HEALTH SANITARIAN ENGINEER ENVIRONMEN AL NGINEERING SECTION OTHER Phone: (860)509-7296 Telephone Device for the Deaf (860) 509-7191 410 Capitol Avenue - MS#_5-L--SF W P.O. Box 340308 Hartford, CT 06134 Affirmative Action/Equal Employment Opportunity Employer r (Household System) PERMIT TO DISCHARGE Approval is hereby given to to discharge to a Owner subsurface -sewage disposal system located at in the town of which will receive treated domestic. sewage -from--a dwelling containing bedrooms. PRQVIDED: 1. Liquid discharge volume shall not exceed 125 gallons per bedroom per day. 2. -The se tic--tank shall be inspected re ularl P p g y- and-cleaned not less frequently than every five years. - -- ----- --- ----- Construction Permit No. Installation inspected -by, Title Date of final inspection Issued by: (Director of Health or Registered Sanitarian) Title Issuance date Expiration date SPECIAL REQUIREMENTS OR RESTRICTIONS: EXCEPTIONS: SUBSURFACE DISPOSAL DESIGN - REPAIR 994 PLEASANT VALLEY ROAD SOUTH WINDSOR, CONNECTICUT PREPARED FOR SKIPS SEPTIC FEBRUARY 28, 2003 This plan does not comply with the State of Connecticut Public Health Code. This is a repair to an existing system and there are various concerns such as the size of the leaching system and site hydraulics. The engineer and/or Gardner & Peterson Associates shall not be held responsible for problems associated with system use. This site should be connected to sanitary sewer as soon as possible. GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS 1 of 9 GARDNER & PETERSON ASSOCIATES JOB IV 178 HARTFORD TURNPIKE SHEET NO. OF 9 y TOLLAND, CT 06084 CALCULATED BY DATE TEL: 860-871-0808 FAX: 860-8755-2086 CHECKED BY DATE /a SCALE 0.N L7 C. - .......................n...._..._s ................... ......... --...._`.... 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W .............................. ............ .......................................................................................r................................................ . H €. Q ..... ...... ..............:............................<............ ... ............... 0 W �...' .....,. ............ T ...r ...... .... ........ .... .... N Y N � topco �........... ............... .. ..... Q o0 0 00 Z 0 Q�QO N ... ... �.��..... Qat s'p ty C I--0.1� N o h ... ,.... �b '9r*tr '.. _ .. .. � i ..... :.... .... ... LLI ooW� . 00 a? r �Zc000 . .. ........ ... W �Q .. G. J .. ........... o� =O W u f-F- . . . .. ,-�Z La .. .'. _ ...: C .. .. a ..... c� .................. ...... ....: ..... ... .. .: ... ,.... .. . . .... ..:. .... ... .... GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS NOTES — SEPTIC SYSTEM DESIGN — REPAIR 1. Soil testing by the Town of South Windsor. 2. Design based on a 3 bedroom house. Percolation rate: 30-40 min. Percolation test data taken from referenced plan. 3. Provide a watertight 1000 gallon 2—compartment septic tank and 3 rows of sidewinder infiltrators 50 feet long, 34 inches wide, 12 inches tall, totaling 150 I.f. or 555 square feet of leaching area. (Required system size: 900 s.f.) infiltrators to be backfilled with one inch stone. 4. Bottom of trench to be set at elevation 88.2. Bottom of trench to be constructed level and distribution pipe to be set level. 5. Topsoil to be stripped off prior to filling. The fill material (natural or manufactured) below the trench to be pervious, good quality and clean medium sand (select fill) placed and compacted in 6" lifts. Select fill shall meet the following minimum requirements: A. The fill should not contain any material larger than 3 inches. B. Up to 45% of the dry weight of the representative sample may be retained on the #4 sieve (This is the gravel portion of the sample). C. The material that passes the #4 sieve is then reweighed and the sieve analysis started. D. The remaining sample shall meet the following gradation criteria: Sieve Percent Passing No. 4 100 No. 10 70-100 No: 40 10-50 No. 100 0-20 No. 200 0-5 Percent passing the f40 sieve can be increased to no greater than 75% if the percent passing the #100 sieve does not exceed 10% and the #200 sieve does not exceed 5%. The responsibility for the preparation of a leaching area utilizing "select material" is that of the licensed installer. The installer shall take the necessary steps to protect the underlying naturally occurring soils from overcompaction and siltation once exposed. Fill material to be placed prior to trench excavation. No traffic other than track—driven equipment is to cross, dump, unload or otherwise compact the fill area after topsoil removal until 18" of fill material has been placed. Initial 18" of fill material to be dumped at the edge of the stripped area and spread and compacted with track—driven vehicles. Stockpiling is to take place upgradient of the leaching area. The area down gradient of the leaching area is not to be disturbed. The contractor shall contact the Town of South Windsor Health Department for a percolation test when fill is in place. 6. Disturbed areas to be loomed and seeded. Final grade to shed surface water. 7. Elevations shown are based on an the plan prepared by Lucek Engineering, Septic System Repair Property of Hortense Beoupre 994 Pleasent Valley Road So. Windsor, CT Date: 7/25/89 A benchmark will be established at time of system staking. 8. Parcel is served by public water. Water service to be relocated a minimum of 10' from leachfield. 9. It is recommended that the Town of South Windsor Sanitarian be contacted before any site work is performed. 10. It is the responsibility of the contractor to contact the property owners, appropriate utility companies, or "Call Before You Dig" to verify the location of underground utilities prior to construction. Any utility locations shown on this plan are approximate only, and must be verified by the contractor prior to construction. 11. It is the responsibility of the owner or his contractor the obtain all local, state, or federal, or other permits which are required to implement the activities shown on this plan, and to perform the activities in accordance with the regulations recommendations of the appropriate agencies. 12. The design engineer will oversee staking of the septic system. 5of 9 GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS DaSTM FlNSHM RMOR-99.1 ; m arcs Nnu cuvmm w m.� a Am am r mmom r { Zs LF. j� aM.as -90.3 2 COMPARTAEIIf AMG-14Z7 OR atticcompmw smcwmm 114MT"7m omit QwmL 1000 GAL SWW TANK OISTRB mw BOX auto k►sovamsdiw TAtpC SHML K 1tlATER110HT com 180X SUBSURFACE DISPOSAL DISTRIBUTION wr A 704E 1" BROKEN STONE --36" INSTALL PER MANUFACTURERS INSTRUCTIONS CROSS SECTION FOR INFILTRATORS WATER CONSERVATION MEASURES RECOMMENED BUT NOT LIMITED TO. 1. LOW FLOW TOILETS 2. NO ADDITIONAL BEDROOMS ALLOWED VARIANCES REQUIRED: 1. SEPARATING DISTANCE FROM TANK TO HOUSE 2. SEPARATING DISTANCE FROM LEACHFIELD TO HOUSE 3. MISS 4. SYSTEM SIZE MAP REFERENCE: 1. SEPTIC SYSTEM REPAIR PROPERTY OF HORTENSE BEAUPRE 994 PLEASANT VALLEY ROAD SO. WINDSOR, CT BY: LUCEK ENGINEERING SCALE: 1"-20', DATE: 7/25/89 HOUSE LOCATION, TOPOGRAPHY, WELL LOCATION, TEST PIT LOCATION, TEST PIT DATA, PERCOLATION TEST, DRIVEWAY LOCATION, PROPERTY LINES AND ROAD TAKEN FROM REFERENCED MAP. 6 of 9 ' °OP!20/2003 12:17 8606447280 SOUTH WINDSOR PACE 0210 Logtfgn Zkyth WgeAf Grmnd Soli a at o in B. C D. SPECU L CON-DMQNS System design target than 2.000 g p& warcr Supply wam=hed High Snwad luster(I=than 41/1 tL) Iwo" Posstbk scamnal high ground water L� Waterwmc,tziarsh or pond Pt able seasonal$coding Limited suitable area ✓ Slope over tS% Marginal soil(30-60 ruin, fnwh) S6all01tv le dge(less than T$) UndertYin8 d&soil(less than 4 it)1 Other M-NCL QN Suitable for sewage disposal Reuse dmin$me season Unsuitable for sewage disposal Ftiam"s plan=rued Additional investigation mVimd D IGN RECOMIVIENibATIONS vesdgated by _ Q ,�.'�s Title _ )nSrmcdtWitnessed by Tide ►mments: Wh mark location Mevarion ��aara "hawax;ewm for use dqmw SEWAGE DISPOSAL SYSTEM tt OWNER fiaC LOCATION 9q 41 U 6?d . `f PERCOLATION TESTS: (Record all tests) 1- !`/--© 3 : j' filet / SOIL MOISTURE. DATE (high, med, low, etc) HOLE#1 TEST READINGS HOLE#2 HOLE#3 HOLE#4 Time Readin Time Readin Time I Readin lime Readin E � TABULATION OF TEST RESULTS Bole Location Depth p Presoak Minimum Percolation Rate �ncfies ((UM) 2ftvAnch . 2. 3. 4. OBSERVATION PITS: (Record all pits) _ Ground Water Table: (Date) (Near Below Max) SOIL DESCRIPTIONS PTT A PTT B PPT C PIT D ,r V ­tv G Gv eLf - ^y�j Post-it®Fax Note 7671 Date , pa Of ges TO �J4 O(fig From Co./Dept. Co. Phone# Phone# Fax# - o p r Fax# P4 - Loc_ation Depth a At 'e Ground Soil Water a mottlin A. B. C. D. SPECIAL CONDMONS s System design larger than 2,000 g.p.d. Water Supply watershed High ground Seater(less than 4 't'fQ Possible seasonal high ground water c/ Watercourse,marsh or pond Possible seasonal flooding Limited suitable area Slope over 15% Marginal soil(30-60 minsJuich) e7 Shallow ledge(less than 7 ft Underlying tight soil(less than 4 ft)_ Other CONCLUSION Suitable for sewage disposal Retest during wet season Unsuitable for sewage disposal Egineer's p Additional investigation required lan required DESIGN RECOMMENDATIONS .CA.,, Y7 Investigated by Confirmed/Witnessed by ^dw ' �.- Title r S Comments: 3ench mark location own mana9edmoUo#dgmft99rnvesti Elevation gstion far sewage disposal rystem TOWN OF SOUTH WINDSOR HEALTH DEPARTMENT Application for permit to install a new/repair subsurface sewage disposal system. To the Health Department, Town of South Wir sor. _ Fee Paid 1,9 Date �S 03 Permit Number As a subsurface sewage disposal system installer licensed in the State of Connecticut, I -�(ri•� kN3zKcTL 2? /�tUD3-f 8200K /Z �c1�76TDl/ 875 Z33 Z_ �2 Z¢'J Name, Address, Telephone Number, License Number hereby apply for a permit to construct/repair a subsurface sewage disposal system located at clQ¢ f ke4c fI.jT yg1-k6x f`� and owned by Street, Address, Lot Number Name Address Information to be supplied by Applicant: Type of dwelling If non-residential, estimated daily flow esidenti ;Commercial,Etc. Number of bedrooms 3 Size of lot Number of fixtures above basement VZ A) OY 6'A/C0N£11.A PUr/Z2SoA/ f}SSoC, Tubs,Sinks,Toilets,Etc. Number of fixtures in basement, if any , Pumped or gravity flow, Type of water supply A')C . If private,type of well ubli Private Information to be supplied by Health Department: Soil type at various levels Percolation rate Square feet of effective leaching area required Size of septic tank Type of system Trenches,Drywells,Etc. Number of dry wells, trenches, etc. Distance between individual leaching units. Distance from well on same property on adjoining property Curtain drain required Yes,No Height of system above ground water maximum ground water ledge , impervious soil layer If automatic closing is required,description A PLOT PLAN INDICATING LOCATION OF PROPOSED STRUCTURE, WATER SUPPLY, SEPTIC SYSTEM, EM- BANKMENTS, WATERCOURSES, PROPERTY LINES AND ALSO INDICATING EXISTING AND PROPOSED FINISHED GRADES MUST BE SUBMITTED BEFORE THIS PERMIT CAN BE ISSUED. THIS PERMIT IS NOT TRANSFERRABLE FROM PERSON TO PERSON OR FROM PLACE TO PLACE. NO PART OF THE SYSTEM SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE SANITARIAN. SPECIFICATION AND REQUIREMENTS AS STATED IN THIS PERMIT MUST BE MET AND ANY CHANGES MUST BE APPROVED BY THE TOWN SANITARIAN BEFORE FINAL APPROVAL WILL BE GIVEN. THIS PERMIT SHALL NOT BE CONSTRUED AS PERMISSION TO CREATE A NUISANCE CONDITION NOR IS THIS SYSTEM GUARANTEED BY THE HEALTH DEPARTMENT. Permit Received by 2 Z ¢ 9 Date 2� D 3 ignat e o Applicant&License Number For Office Use Only Permit issued by Date System installed by Final Inspection Approval Date taw" af� - co Tow�n O-P s-o-ads ?Oi 9 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 f��sos•coN AREA CODE 203/644-2511 November 22, 1989 Mr. Michael Sheldon Mr. Edward Sullivan Ms Sandra Caron 994 Pleasant Valley Road South Windsor, CT 06074 Dear Property Owners: The engineered plan designed by Lucek Engineering Associates, 490 Buckland Road, South Windsor, dated 9119189 for your property located at 994 Pleasant Valley Road has been approved by the State Health Department,, with the following conditions as noted on the approvals. Please contact this Department at the South Windsor Town Hall, 644-2511, ext. 248 if you have any questions or before proceeding with the installation. Very truly yours, Robert Deptlula, R.S. Environmental Health Official Enclosure RD/jdn STATE OF CONNECTICUT DEPARTMENT OF HEALTH SERVICES o DATE: Onro9ER- 1(0 - kok%ok SUBJECT: Sd • W iNDSOi, p CONN., REVIEW OF EMINEr'RING PIAN FOR A HOUSMiOLD SUBSURFACE SEWAGE DISPOSAL SYSTEM ON 94q PL.C.AS ENT VALLEq kaAD POOL NOIRTENSE• VBEAVPR.E ( PATWD geY. !j tvt jS i) TO: Ktov MlEr DE?-rv..A SAN.i-Irkatero FROM: ARTHUR CASTELLAllO, SENIOR SANITARY ENGINEER ENGINEER: L•vC6K 6N&%NC-Ea%0JQ ASSoc• DATE RECEIVED 56MEv► SIM 1% t°18q -490 (3VCkCLANb 1toAa, So, wilywoRI cr 060-74 REASON FOR SLERCSSION: MINIMUM PZRCOLATION RATE POORER D NEW CONSTRUCTION Ind THAN 30 MINUTES/INCH REPAIR R7 RIGH MAXD11UM GROUND WATER LEVEL j-1 SHALLOW LEDGE ROCK CTT.iER i/Fx.Y Uvh�TEO 192+cA AvA�LAlrsl� Fog SGwr,6E ��Sf�oSAl.• DESIGN SPE;IFICATIOIZ: NO. OF BEDROOMS Z DESIGN PERC. RATE Ao MIN.Inq. SEPTIC TANK A pn0 GALS. L4ACEING SYSTEM 20�X 65`ZACtlu„6 if 6 1,,,►TH INiiLTYtP�iRs FILL SYSTEM 1-2- FEAT CURTAIN DRAINS iVr. RE COKENDED ACTION: M APPROVAL APPROVAL WITH MODIFICATIONS OR PROVISIONS NOTED aW dwo 131ELOw. CONDITIONAL APPROVAL SUBJECT TO FURTS°...f't TESTING PRIOR TO INSTALLATION AS NOTED ON ENCLOSED PLAN. El APPROVAL DENIED. SITE UNSUITABLE FOR SEWAGE DISPOSAL. APPROVAL DENIED. INSUFFICIENT INFORMATION ON PLAN. APPROVAL DENIED. REVISE AS NCTED ON ENCLOSED PLAN AND RMUBMIT. a APPROVAL DENIED. FUL= SITE INVE'TIGATION REQUIRED. C0ffE2rTS0F_-i%S,T 40 Sort, CN ODITn,\o5 Ace wax CAND1]c%yE To 9FfECy\vE S40Sy&FAGE. SEWAloE M fOSAI. & SV,Mbn 19kieN 2992,0E5 E21 6C/o Of ff22%465 E'FFECh%IE LtrAcH�NC��Th1ERI�c�Q.E. '0%5(_AAfijL FRarn -WEu.AN6 Npox 66 LoniTED To 11;0 GAUAN4 pEE DA`i ) L*CAT\ON of wEdl.S OW ADJAcetrrT PR.ofefLyteS SAAw 86 To F_\NA\. APPAoyf1� COPIES TO: Sincerely ❑DIRECTOR OF HEALTH ,Q� -419 &ANI"�ARIAN !� phone: 566- 1251 ON-SITE SEWAGE DISPOSAL SECTION I"E NG 1NEER 150 Washington Street — Hartford, Connecticut 06106 �� An Equal Opportunity-Employer STATE OF CONNECTICUT DEPARTMENT OF HEALTH SERVICES Egg, ON-SITE SEWAGE DISPOSAL SECTION NOTICE OF EXCEPTION An exception is hereby granted to the requirements of Technical Standard 11A of Regulation 19-13-B103 of the Public Health Code of the State of Connecticut for the of a subsurface sewage disposal system on the "'0%QTrrvSE 13EAy109-E ff er'=`i - gc(q Wt.aw&4T VAUJEq AQAt p in the Town of Sg yTy ydi+vDsoe- , Connecticut. It has been found that the well located at THE Sv\S4F_' r rtloftaT`t 1S unlikely to be polluted in such a manner as to cause a health hazard, provided: YKe REP1 QEmeNT %wAGE 'bNSPeSA'- NSrE;yh 136 V,QtArt­b ivy,— LESS TITAN bta FEET Vgar _r%E soesec,r WF-y-. V �RIZESPEGZ�y� &P THE ASOVE A?P2ovta%,_, tJt40rm60wNE4_ St'jfovLD GorgAUGft CANNECTI4N TO Ytt M'1vnr%Ct PAS. WAN-EQ Sy?fLq Loc,ATEU irr, T1kE STVZ�ET+ lit -rtjVMU✓AT%OrI SAASL 11E INSPlecMO AND A?fyaoVE,A 13`li 'Scv-rN w%r4tso2. 4F.Avr" :DelpAILTYMNI, Recorded at the Connecticut Department of Health Services, Hartford, CT. oc-Mlsex 16, kpkl 'q Date ';/ deM92D Arthur J. Ca tellazzo On-Site Sewage Disposal Section Phone: 566-1251 ISO Washington Street — Hartford, Connecticut 06106 An Equal Opportunity Employer 9elly v� . PJAM SOUTH WINDSOR HEALTH DEPARTMENT APPLICATION NO. II 7==GATICN FOR SZaGE DISPOSAL SY T.. ,QX get 2- 6YI419� Qcc if^ OWU= dle LOCATION 94y a/z°,�s•, i� - PEACOLMON TESTS: (Record a2l. tests) /2- gq SOIL MOISTURE: Date ga med., row, etc. TEST READINGS SOLE #1 fi= #2 iiOLE #3 SOLE. Time Reading Time Reeding Time Reading Time Reading /a 3�y it is rto r iz�y i3 13/z TABULATION OF TEST RESt1LTS Depth Pr*soak Minimum .Percolation Rate Hole TA_ (Iacha) Ers. } (Mias./Inch) 2 -• 3 CBSERWATION PITS: (Record all pits) Grcund Water Table: bete .ear Max., Be lov Max. OIL DESCRIP 1Q,'-1,� - PIT A '7j PIT B PIT C f PIT D -3I2 PeJ,tea yr - cLa,+ TABUZATION OF OBSERVATION PZ'TS Ground Soil Pit Location Depth L_dgP At Water At lftt.14- g A C ., D Ova!' F=4 #2 SOUTH WINDSOR HEALTH -2- Investigation_for Sewage• Disposal.Syste DEPARTMENT " SPEOIAL CONDITIONS System design larger than 2.,000 g.p.d. Water supply watershed zLgh ground water (less than 14 ft. ) possible seasonal high ground water Watercourse, marsh or pond Possible seasonal flooding Limited suitable area '� . Slope over I5%'' Marginal soil (30 - 60 mins./inch) f Shallow ledge (less than 7 ft.) Underlying tight soil (less than '+ ft) Other zc CONCLUSION Suitable for sewage disposal Unsuitable for sewage disposal Additional investigation required Retest during Wet season Engineer's plan required DESIGN RMOMI4MMATIONS Investigated by ',;���, �� ',�f Title Coafi=ed/Witnessed by Title Comments: Bench.mark location Elevation •••��+�ivi� rvtc SEWAGE DISPOSAL SYSTEM OWNER v ,%n r fi� k I LOCATION 9 Ai, �QI PERCOLATION TESTS: (Record ail tests)_�/,/� 03 SOIL MOISTURE: DATE (big me low, etc) rZ TEST READINGS HOLE#1 HOLE#2 HOLE#3 HOLE#4 Time Readin Time Readin Time Readin � Time y 6 yz Readin TABULATION OF TEST RESULTS Hole , Location Depth t �P�°� Minimum Percolation Rate n he ..L. insAnch 1• Al T, 2. 3. 7 4. OBSERVATION PITS: (Record all pits�j—lam 03 Ground Water Table: (Date) (Near ow PIT A SOIL DESCRIPTIONS pff�B r� PIT C PIT D b-ldr -Ft� fu�dv g, t L �nu� tuy� AVM Ica-1 ►��y j... cf�� 1.�� r� fi� 3)4 i . f Pit Location tion De nth—L-- t Ground Soil Water at MoulinQ A. B. c D. SPECIAL CONDITIONS Svstem design larger than 2,000 g.p.d. Water Supply watershed High ground hater(less than 4 'a ft.) Possible seasonal high ground water Watercourse,marsh or pond Possible seasonal flooding Limited suitable area Slope over 15% Marginal soil(30-60 minsiinch) Shallow ledge(less than 7 ft) Underlying tight soil (less than 4 ft)_ Other CONCLUSION Suitable for selvage disposal Retest during wet season .Unsuitable for sewage disposal Engineer's plan required Additional investigation required DESIGN RECOMMENDATIONS Investigated by Title Confirmed/Witnessed by Title Comments: tench mark location Mn manasaimolloyldeMia 99rnvesupuoo fa sewage disposal synem Elevation i _ ; ' i � � y :FOFi , A BATE- S TIME "U P.M. - . OF PHONE (19 ?? - AR CODE NUMBER - EXTENSION - - --- - --- -- ----- �- ❑ FAX - ❑ MOBILE AREA CODE UMBER TIME TO CALL TELERH[3NED PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN` - WANTS TO SEE YOU RETURNED YOUR CALL WILL FAX TO YOU MESSAGE Ag C7 L/ - - - - - - r - _ SIGNED kL � --_ FORM 4005 - MADE IN U.S.A. tl�4�Jr,