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HomeMy WebLinkAboutSeptic New 259 Lawrence Road FE TO THE BUILDING DEPARTMENT Application TOWN OF SOUTH WINDSOR Date �lD I hereby apply for permit to build a sewage disposal system for a (Residence , boarding house , hotel, etc.) r Owned by ;n.,. _ ` of And located at J IAd To be built by of in accordance with detailed information stated below. Signed .Llf,t� (Applicant) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GENERAL INFORMATION I . Estimated population of premises (present) (future) 2. Description of premises (including number of bedrooms) No. Fixtures (Above basement): Water Closets Urinals Lavatories Bath tubs� _Showers IVitchen Sinks�_Laundry Tubs Garbage Grinder4//—� List basement fixtures 3. Water Supply Gf/`e,_1z Kind of Well (Public, well, spring , cistern) Location of well and underground water piping Method of obtaining or storing supply (Pumps , tank, etc.) 4. Character of soil at proposed location of leaching system, including depths of various strata � � (sand, loam, clay , hardpan, rock, etc. --Use test pits.) 5. Elevation of highest ground water (with reference to both present & future grade) i r Description of proposed system (Furnish drawings of same , with plot plan showing system including location, size, grade and material of house sewer and locations of ground or surface water drains , wells and bodies of surface water.) Septic Tank Dimensions—Z� '4eq apacity below flow line Inlet and outlet arrangements Facilities for cleaning 40*� Distance from dwellings on same property - on--adjoiri h.g-property Automatic Dosing Apparatus , if any (describe) Soil Absorption System If cesspools , No. diameter ft.; depth below inlet ft. If tile field or leaching trenches , total length isZ47 Width of trenches ft. , depth of broken stone or screened gravel ft. Stone or gravel will be covered by 67Zizi— Distance between _ (tar paper, salt hay) •ads �� X '��� ft. Distance from water supply on same property on adjoining property Secondary Treatment, if other than soil absorption. Describe in detail and locate on map System was designed by Above information furnished by No discharge of sewage or sewage effluent into any watercourse should be permitted, without approval of the State Department of,Health and State Water Commission. A �' •R .w Fern v )!F? 1 ` a r nGw n1ic k 6c sr i Ad!��Ac,-I- S a > ip 41,3 ZaS _ S� .Ve- r r Y .q� I I I I IG Iv, I Iq r -- SOUT-I{•, WIND5UK MCA Lin ucc�j• • «••• • � • �••�••�•• • i � I17E=GATICR rCR SMWAGE DIS?CM STS, M _ 6:ar LOCA=OR :2679 (Regord all. teats)J=/-97 SOIL MOISTURE Date low, eu TEST RFADIMS HC 1 HOL3 #2 acLE #3 MLZ ,# , Tice Readiag Time Reeding Time �esding Time Readizv y ae o& yL of� �zn `fy TANLATION of T-r R=.-?LTB Pz,,,� ?�saimum .percolatioa Fstie Hole Loxatioa 1 Xe e- i'C�e ,Ti ck- 2 3 4 . CBSERVATTION PIT": (Re=rd all pits) S=1 -97 Ground Water Table: CO V er) Date etr ;!ax. a ov Sax., 0 l rr � yeP o Ic � o --ter Jbi o-Y -70f SbI O-Yo -7.fArt � saved Fi c 6 ral to l� ? Ft t � 4-/S s "silly find of zY /$-;z- Fahafil/YSawd�o"3f 6w 2C� act r1N 32_yp_f Ylowj-n,�y, ,�rt�y • QrHfcc�d z �V ywG'f 2$N TA3QIA".'IOR CF 08`II;7A^.'IOR Fi"5 Ground Soil Lem water At McA-"2 4 n PIt 3 C D Cti 1P=4 #2 SOUTH W I y D S 0 R HEALTH _.g_ Iavestig� you for ,raga Diapoaal. Sysz- DEPARTMENT , SPMUL C0101 IOPS . stem design larger tbaa 2,000 g.p.d. Water supply latershed Sigh gvt=d Water (less tbaa 14 ft.) t� possible seasonal him✓ ground cater Watercourse, marsh ar pand Possible seasonal flocdiag Lizzited suitable area, Slope over IS%'- MargSnal soil (30 • 60 mias./inch) ShaIlov ledge (less tbaa T ft.) Underlying tight soil (less tbs;a 4 ft)f Other L,F J1 • � Suitable for sewage disposal . N ' t1usuitable for savage disposal ~ N Additional investigation required • Retest during wet season Engiaser's plan required DESIGN RECOH-MMATIOPS l h ai^ea_ or pi fJ f}�v• fYJ�Crw. fi o yin pry � (1ah oH� f14CA iK�n ��.�/e �/� A orb I�► n 9r r Investigated by r; Title `�� ,- ,4— Confi=ed/Witnessed by Oommeats: Bench mark location Elevation r ,_Fad t<C Px t sSz'x st sK t, t7+. '3.i`Y7 ,w W WI Y %:. .ryi °x r_ oy�v t�` Vbi"Von, A € .�s fi a ✓s c a c 1 t a # $ i; s v r Q 3 e0. F F f vas f :'t 41 (t" Of.u.' 'a it`;•, r`. y FF `: t Y 7 t ' E zs. .r h +t. v ' ,e` t r garb F _ e Y 35 R� 7 £o3ylC A. 41 WE s a r-,.• 'fr rrcrZ I r x S} - c rp ,i v s..r"WE r >­015552MMM $ { t 3 r WNUM AM, P 3'T r � - s. ✓Z 2 t 'r` e P r,V r e --C d f s -r'3 r 'f d � ,,,.�'' � , � 3�'�'��� ��b t ry 1 -No TOM } t p€. vy r; ✓ - s >,fi tc'tfi r s ztta ;t' siwy,�.rc.,.� x 4 3.Ys {t` y i� n a � ors rt1* z,• Y'Sr ,I nFrz Vrt,x, ,-, F£, n' fa -h E # x aj shnt k 7f r c x c zIx r :.} 'ARMS ...titT fi t z ry x asyf � : % lt ' fx y rif nov away1r 5 x U S4 1`a MIAMP, i r u v �f sr } �=K -a-�s x i y— 4 }. ` if -`zf + ..sE ,r 0 ,eft €gy, o-,r,t yZ -T ` r 3r g s Lz 'Mfi - r4 AW a `c 5 N T 'Yr.. 4' t r f 1 F 9L C�Q'1,+.- ,Y- ' '� -'iil 'sa >= li' moo _ L % t iY'-'+a. A. a ri e. r �� 3 9, 1 .j a j { MEMORANDUM DATE: May 6, 1997 TO: C. F. Shaw, Superintendent of Pollution Control RILI FROM: Robert Deptula, Environmental Health Officer RE: 259 Lawrence Road As requested, following is information regarding the soil conditions at 259 Lawrence Road, South Windsor. Four test pits were dug on 5/1/97 in order to facilitate the installation of a repair septic system on the property. The soil and high ground water conditions are such that an engineer will be required to adequately design a system. It appears as though(although not confirmed) the system will be a filled system requiring the installation of a pump. Several "special conditions" exist on the lot. It is these which necessitate an engineered design. They are, high ground water, marginal soil (30-60 min./inch percolation rate), underlying tight soil, seasonal high ground water, and possible seasonal flooding. y I1lP=GA=CR FOR SEWAGE DMIUCSAL SYSIMM �} v - LOC�.T'*0!1 �,�`_`1... �-�t�cC.-cam ��✓ w ows Vs� �eomtr pg�t7L1TZ0a TE^I9: (Record all tarts)—��"�f7 SOIL MOISTURE: T= .READINGS gam 1 7 = #2 MaLz ` TIM Rtadl.as Time Reding Time RescSSng Time Read.:_a a � bYV a -7 N L I3�" TAjtTLATZ0?t OF Tom"'..:'!' ?MILTS Depth prozowx ?Kiaimua .pesaa2atl�w� �k TMoye (I_nch_s) Err. �h'Sase Ia , 2 4. as:� C3:F t4A^_'IOlt PITS: (Record pits) -� _y Gr=.rA 'rioter Tsble: Ugh a ov mcFarT SOTL P ' ►; P= D P?'i' C I 61- v ..`-ta Tod ®-y�76p -i� - le Ff4Zr��vim' Y-36 `fY°--V" Pat r3�� �Fr►,r v�yF� r;tiy t -r trr�.y wp # z vr.^Y !ate yp�vrl .j;l t s4,,� fitly f�� w z , TJISOL mjOR CF MIREWAr"ION n"'S G==d Soil Le At water At 11� b a�asr e � ;pp � r' May 29, 1997 Mayor William Aman South Windsor Town Council 1540 Sullivan Ave. South Windsor, Ct . 06074 Dear Mayor Aman The Water Pollution Control Authority (WPCA) is continually evaluating our policies regarding sewer installations and associated regulations . The WPCA resolution presented to the Town Council earlier this year recognized the need to alter our policy relative to commercial and industrial zones in order to enhance economic development and growth in the new commercial areas established. The Town Council resolution, which followed the WPCA proposal for Town participation in the installation of a trunk line on Ellington Road, broadened the scope to include a policy which would provide cost sharing of sewer extensions based on a cost benefit approach for commercial and industrial properties . The WPCA is actively represented and is working with the Town Manager, his staff and the Economic Development Commission in developing the policy requested in the Town Council resolution. It should be noted that this cost sharing policy being developed as specified in the Town Council resolution is for the purpose of increasing the incentive for economic development and growth in our commercial and industrial areas . At the WPCA meeting of May 20, 1997, the subject of our residential sewer policy was discussed at length. It was stated that residential sewers, at this stage of growth of South Windsor, provide no economic development enhancement . Therefore, the sewer policy being developed for our commercial and industrial areas will not include residential sewer policy. Reviewing the past activity under our present policy for residential sewers, the Authority members unanimously concluded that the present residential policy is proper, effective and will be continued. This policy, which is reflected in Section 5, paragraph 5 . 3 and Section 12, paragraph 12 . 1 of the WPCA Rules and Regulations, is included as Attachment A. The Developers Agreement policy, wherein we allow developers or property owners to recoup a part of their expense when other properties hook up to the installed sewer, is a reasonable and fair assist program to those who install sewers at their own expense. The policy is in effect at several locations at present . This Developers agreement policy is included in Section 13 , paragraph 13 . 6, a copy of which is included as Attachment B. 2 . The WPCA considers a change in residential sewer installation policy is not warranted at this time for the following reasons . 1 . It sets an undesirable precedent which could cost the town of South Windsor an estimated $21, 000, 000 if the town installed sewers in all of the remaining stubs and isolated unsewered areas in town using the present assessment formula. 2 . Consistent guidelines would be difficult to develop in order to determine the areas that truly require sewers and how priorities would be determined. The Ridge road and Lawrence road . situations are good examples of inconsistencies in the reported problems. 3 . In order to obtain professional guidance in support of our policy, we consulted our Environmental Health Officer and a licensed septic system contractor who does septic system construction and repair. Our Environmental Health Officer has indicated that there have been no reported problem that could not have been corrected with an on-site repair. Cost estimates were provided by a licensed septic systems contractor doing business in South Windsor. A minimum repair was approximately $3500 . 00, a maximum repair was in the area of $20, 000 . 00 and the average repair was given as about $5000, 00 . 4 . To establish equality for all, developers and property owners who have installed sewers at their own expense in the past would have to be considered for reimbursement for their expense. It is estimated, based on the best available information, to be approximately $2, 146, 695 . 5 . Bonding for these periodical relatively small expenditures would not be cost effective and may not be approved by the majority of the property owners not involved in these small installations . 6 . The WPCA would be reluctant to use existing or future user fees to finance new construction. That is not a legitimate expenditure of user fee funds as presently defined. We would require the establishment of a fund with financial resources yet to be determined, and a time period in which funds can accumulate . This concept is being pursued by the WPCA and the Town Manager and his Staff . 7 . Any mandatory payment concept would force involved properties with functioning septic systems to pay for sewer installations they don' t need or want . 3 . In summary, the WPCA has unanimously stated that they propose to retain the present residential sewer installation policy. The Authority members do however, suggest that if the Town wants to assure a proper installation at a competitive cost, the Town can act as the general contractor and have any selected sewers installed. However, the full cost of the installation would be the responsibility of All properties that are served by that sewer through a 1000i assessment policy. A Ten (10) to Fifteen (15) year deferred payment policy could be considered. However, as stated in item 7 above, many properties with functioning on-site systems would be required to subsidize those properties that request and elect to connect to the public sewer. If Council members want to pursue this further, the WPCA invites the Town Council to a WPCA meeting which would contain this item as the only agenda item of the meeting. Please advise if the Town Council desires such a meeting with the entire WPCA membership. Very Truly Yours; �i.,�co ibos`e�hJ. Caarino Chairman, South Windsor WPCA cc . All Council members Town Manager, Matt Galligan Town Attorney, Barry Guliano Director of Public Works, Michael Gantick Environmental Health officer, Robert Deptula`/ Superintendent of Pollution Control, Fred Shaw ATTACHMENT A Building Sewers and Connections 5 . 3 All costs and expenses incident to the installation, connection and maintenance of a sewer, lateral or cross country line on public or private lands shall be borne by the owner . The owner shall indemnify the Town of South Windsor from any loss or damage that may directly or indirectly be occasioned by such installation . 12 . 1 Resolution to Construction a Sewer System At any. time a member of the Authority may introduce, at a meeting of said Authority, a resolution to construct a sewerage system, the costs of which are to be met in whole or in part by assessment of benefits ; said resolution to . state briefly and intelligibly, the general layout and description of the proposed system. I ATTACHMENT B 13 . 6 The Authority, at its discretion, may enter into agreements with developers for the construction of sewers by and at the expense -of such developers involving the provision for reimbursement of such developers of sanitary sewer assessment charges and connection charges collected by the Town from other owners of land served by the developers sewer . The reimbursement shall be at a rate corresponding to the current rates in effect at the time of connection, but such 11 reimbursement shall not exceed the cost of construction. The limit of time for reimbursement shall be established by the Authority, but no reimbursement shall be made for a period greater than ten years from the date the Authority accepts- the sewer into the public- system. Expiration of the time for reimbursement to the developer shall not release subsequent owners of property connecting to the sewer from paying all appropriate and current sewer assessments and connection charges to the Town. S U U l C1 Yr 1:y U J V R n n►. a a+,.a r... a...... . •.. c+�.'.ei tr .l7 .7 V• IT7M=GATICR fOR SMOZ DWIDMAL SYSMM oar Oar 6. ��✓�+^S LOCA=ON 25-9 L- rc�7 cc. JQo� RLACoi.1TIoD TESl'S: (Record all. tests) s=/-97 SOIL MOISTURE: 6Y3' •-oStB? Dare a, med. ov, eu TEST .4FADIMS ICLE #1 T, =.z #2 actz #3 #1� TIM Reading Time Reading Time Rosdiag Time Readia. a 7Iy lido zG f yy ill TOMA=" aF Tm.? ?E5'MTS DeptA p=."Iscak �tiaimua .percalstioa pate 3ol* (TIIChei) Eno (Mini./I3L'h) 1 j"ff j-Cvu.Tr T� alp 2 3 4 . . QIIR4AT ON FITS: (Record all pits) 5=1 -97 Ground ;Ater Table: er) Dam ,ear !, x. He ov Cc V OIIM PT: 4 FIT D FIT c PIT D ��c .-.�o� foi/ v6 --?oplvi( o-Y —7.7 Sv► r C7"y— top �07 /e,19'-�we,fk,►d.ve••�rSi�j/ji-• .�s �" r 4-,3b ` F'Pt� ✓nw�^'1�1 �{-/3- su.wdY Fill / r/lt iltw�et1:� " S'JU4,J) C. �3_30 - Ft e)Pc `,Yfi" ee cc A t filfr fund of zy �y p� � cvI,7c t �- ,+ dtwC ra( o 2 V Zf 'SABQiA".'I�R CF ODSFA7A'"IQR PI"'S Ground Soil Pit LocstScu Depth ted� water M=liz D C D • C JQX4*2SOUTH WINDSOR HEALTH DcLspcaal. Sys- DEPARTMENT S�IAL CONDITIORS . System desiat larger than 2:000 g-p-d. Water supply watershed Xtsh ground water (less than 44 "t. ) r/ possible sesaonal biah ground taster ✓ watercourse) marsh or pond Possible seasonal Zlood =g L/ tixited suitable axes Slope over ISS•• Marginal soil (30 - 60 mias-/inch) Shallov ledge (less than T tt-) =derlyiag tight soil (less than 4 tt)f Other a COIaCLUSICN Suitable for sewage disposal o ° Unsuitable for sewage disposal Additional, investigation. required ° Retest during vet season v Emgiaser's plan required . 0 DESIGN R20HMMATI01M 1,o ' j / h a"at ©F' Pi fl f}"-v. fYfAw% fig lv►b�� � �ntcK a�� tom 4KJO �� t77 frf A -0 0i-,04jg l-tfa 9h e . cl/JPro�tv-r �� o �tt `L�,o �a rr� � crs-•��c �":sc �. �%; dve '7t o Cv•�L�2e��� o /`�Cu^ Investigated by Title Confirmed/Witnessed by Tit" Comments: Bench.mask location elevation