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HomeMy WebLinkAboutCorrespondence - 88 HAY MEADOW ROAD 9/21/2000 114 N4 CL a� cam. 14 fu VI cz ra 42 U fT if O E c ell = 0 U m 0 0 0 4 cc cu 0- 0 < 4— 0 fu 0 Ln JM Associates ro Civil Engineering Consultants 324 Main St. North Reading, MA 01864 ...................... .................. Tel: (978) 664-6668 A FFFN I' N_ ....................... ----- .........-- --------- ----------------- TO ale r.y- -"............. Ira. ... .........------ Norlfx 6 _d j ........................................ ............. .......... .............. .................... ............ ............................. ............................... odk a .......... ...... ............... .................... .�l,"-,��-1111,�--,�--.-,.,..-................... ................. ................... ................ ........................ WE AFIE SENDING YOU 111"'Xttached El Unde�'separate cover-via.__.....__... ..._._ ....... following iterns: I-] Shop drawings Prints 1 -1 Illm'Is I I Samples F I Specifications FJ Copy of letter Cl Change order r/­.4`1 1: _T cznd.............. ........... ................. IMME I I M110=11- V<st_ ................ --__------------------ --—-------------- .................... ... ...............-------------- ---- ...... ...............................------------- ..... ........................ 00 __S' -------------------------- ------------------------ ..............- -------------- tt" -------------- ----------------- u_� V/---------------- h ........... -------- ---------- ---------------- ............ --__-----_---------------- ....... ------------- ----------------------- ----------- --------------------------- ------------ ---_-_---------------------- ­------------- ------------- ---------- . ------------- --- ------------ _----------------__ ­11111­1------- ------------------- 11-1-1-1-1-1---------------- - _----------- ----------__ .. ­1­1­1-----------....... .......-------- --------------- ... ----------------------- ­­------------- ...........................----- _---------- "TFIF::-'SE AI-ETRANSMITFE[) as (hecked below: F] F"or approval F1 Approved as subrnitted F-1 Resubroit ---------------------copies for approval N/[--O[,your use L] Approved as noted L I Subinit _.....-------copies for distribution • As requ(,=sted El Returned for corrections L] Return .. ..........._corrected prints ❑ For review and comi-nent .......................... _............--------------------- ------------------------------- ..................... Cl FOR BIDS DUE ....................................___------.................................... .............................. .............. El PRINTS r'E'l-t.)F?NED AFTER I.-OAN "FOt,)S .............. ... ------------------------ .........................-------- REMARKS --------------- ....................__­11-11--------------------------- - ......_------ .............. ....................................... ................ ....................... ........---------- ---------------------------------- -—-------------------- _­­­­­­_--------------- ----------- ................ ------------___ .­­_____._­------------------- --------- ---- -------------- ------------------- -------- __ - ------------------------------ ­­­­----------- ........... ---------- -------------- ----------------- - ___-_-_---- ------------- ........................ .......... COPY TO ......... Sl(�INED: wo -at If enclosures are not as eyohW, kind V nolify us at orice. FORM It - SOIL EVALUATOR Folthl Page 2 of 3 i Location Address or Lot No. @8 kM MC:Af)bvV On-site Review i I Deep Hole Number - �,-� Date_ °g® OD Time:.: /a.66 AM Weather CLOUDY eo o Location (identify on site plan) ,.! ......Lk. ('""°F'C W �,p Land Use ,-YES f)e6J'1'IA1..... Slope (%) . � Surface Stories* ,, 1�- Q Vegetation ;,....L. .... "`i. ....... Landform .bgv M1wft D 5uY5lJ1*/)SICJn/ Position on landscape (sketch on the back) Distances frorn: Open Water Body , /a0 feet . Drainage way �. ... feet i Possible Wet Area �'��� feet Property Line ' ��?�� fleet .� Drinking.Water Well AIM -. feet Other : "..... ."..,,..,••.,..".....,. :.. DEEP OBSERVATION HOLE LOG* Depth from Sall Horizon Soil Texture Soil Color Sell Other Surface finches) (USDA) (Muneall) Mottllnp (struetlrra,Stones, Boulders, Consistency, 9b Gravels f p-g �" 5andY IUYK 3)3 !w ti k C' R U4 Loom sandy IDyk 5A.? Loam OC> 5 Lurr�rn �2.5 Y � �raUe.11� @ 51 loYk 5A 6� 700 ` I r ,�y 5 Y 613'3• iJ Loam folir�ifar�fa�s�f/a'''c���art>;a-�v�ftuu���i:f5"tSrSf�US`�CAIt Parent Material (geologic) `-t 1,3 C I a oi T'1 Depthtotledrock., W A Depth to Groundwater: Standing Water In the Hale: q3 rl.( F Weeping from Pit Face: Estimated•Seasonal High Ground Water: ` Di,'A'APPROVED FORM• 12/07/95 I " i I : FORM 11 e SOIL EVALUATOR Ifoltt11 Page 2 of Locution /Address or Lot No. 8a 14A,1 PAE AW\t\l all-site Rev i Deep Hole Nutnberiy_�:3. Date,,, as Tfnte:.:I I'�rau:Artit Weather C�'©Y � Location (Identify on site plan) i Land Use ..TK-5OE"T A L Slope (%) a, Surface Stones , � L�A,WN i Vegetation ,............... , ..... '. vELapc b SU�f��^.)\ c�r`J Landform ... . . ... .... , !!I Position on landscape (sketch on the back) iC(,t' I Distances from: , Open Water Body ,I , feet . Drainage way feet feet i Possible Wet Area �-.-.�-��--�. teat Property Line ' �`® " feet Drinking.Water We11 A—. feet Otter DEEP OBSERVATION HOLE LOG° pepNi from Soil Horizon Soil Texture ' Soli Color Soil 01her Surface(lnchaa) (USDA) (Munsall) Mottling (Structure,-Stones, 9ouldors, Consistency, Gravoi) d �� A FihG j Sc�rcly . )to %' i C , L�+My 'I,5'Y 5 rQ Ve. r (9 qD i o y� 5h , a O J • i F�IfJIfv�C11�('ZSF d`f�tSC��"iiEaOlfiED�C`f�EaERY�'RZfft13�E61SfSF�b'�iCL�CR j Parent Material(geologic) �ar/rr. �--� DeptlttoHedroak:_ �f Depth to Groundwater Standing Water In the Hole: NON C� Weeping from Pit Face: too.r Estimated Seasonal Hluh Ground Water: i i PET AITROVED FORM•12107/95 i I • I I ro-»X390 g cc� I r � ( �.T mcwz, T a CO, � 1 � � a 31 a as c I i i „ 8�) PAy MEA'bov) ZA , Percolation Test Date: .�M Time: '00 A Observation Hole # Depth of Perc 1y Start Pre-soak End Pre-soak , 33 Time at 12" y Time at 9" ✓ Time at 6" -4 Ia 67 Time (9"-6") min, Rate Min./Inch 7 Site Suitability Assessment: Site Passed Site Failed ❑ Additional Testing-Needed: Performed By: 30hn "C U 1 ir1 Witnessed By.:.....-...e—odl— Qo+o l� Comments: rl onq�I ,w P Y J t a � I I to �" � `• � '^ �/J(.�- � _ --� �'' <�/� /•,I� 16A - C-6Z Elm I c� �s I I nP r I � 3 ?. i fr Imo_ 3 z �r r � ��zza I Ll A\ i OL^.i ION o Ao INI� �" V ^.h.. _ Ali Icc i if ` s Q-A�C IiNICr. I I IWE AT T I N-1 LE .-�\ I :E ow -Iiii , .. ,;= C ✓� I 1 ry I- I NIA ,". I • J JM Associates Civil Engineering Consultants 324 Main St. North Reading, MA 01864 (978)664-6668 Fax(978)664-8155 SKETCH OF TEST PTT LOCATION AT #88 HAYMEADOW ROAD NORTH ANDOVER, MA, MAY 8, 2000 AND SEPTEMBER 14 , 2000 -rya -rP-3 P- n Ord, A PPRo X. �L�i NORTH TOWN OF NORTH ANDOVER HEALTH DEPARTMENT y ` A 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 �i9s q�=• ^Et�y SACHUS Sandra Starr Telephone(978)688-9540 Public Health Director FAX(978)688-9542 January 28, 2002 Gabriel Sciolla 88 Haymeadow Road North Andover, MA 01845 RE: 88 Haymeadow Road—letter of noncompliance Dear Mr. Sciolla: It has come to my attention that the septic system at 88 Haymeadow Road in North Andover has been failing to protect public health and the environment as defined in 310 CMR 15.303(a)(7) for close on to two years. Although soil tests and a site evaluation were carried out by JM Associates in the year 2000,to date no plans have been submitted to the Board of Health for review. This LETTER OF NONCOMPLIANCE comes to inform you that your septic system is in noncompliance with 310 CMR 15.000 and that you also are in violation of 310 CMR 15.000 under 15.024(5), and 15.022, and may soon be in violation of 15.305(1) if the system is not repaired this spring. Please also be aware that you are in violation of 105 CMR 410.300 and 410.750(F) of the State Sanitary Code, Minimum Standards of Fitness for Human Habitation, Chapter II,that the Board of Health may subsequently make a finding that your dwelling is unfit for human habitation, and may condemn it and order you to vacate. Please immediately contact your chosen engineering firm and request that they design a Title 5 compliant septic system repair to submit to the Board of Health for approval so that you can take appropriate action. In addition to possible legal action, you are also subject to fines of not more than$500 per day as long as the noncompliance continues. If you have any questions,please call the Health office at 978-688-9540. Sincerely, Ak, Sandra Starr, R.S., C.H.O. Public Health Director Cc: JM Associates H. Griffin BOH File JM Associates Civil Engineering Consultants 324 Main Street North Reading, MA 01864 ------ _ --- B NO Tel: (978) 664-6668 A I rr N"I-sarl .�. .. fkl .., .... ... .., . ... Qj y,, .,.....____,_._ .... ......._.. ......._. ..... W"'Y^ s�?c"')K''.� ,� V�` 4" ..... .__.--------------... ..... ...._ . ............ ...-----------------. ....., ...........,, .. ._........._,.__._--,. ,___...._ . ..........._. ................ ..........., ............ .. .. ..........,,,,, .'°__------------------------...... ..... ._ .._.. ..............,,, _ -- ..._......... ..."------__ -------..... . _........ G _._ _... ..... --t - E AFtp" SENDING "r O II L laat)aaa:he d f ; p trader separate cover via................ follav n() Items: [ I ;shop diawings I 1 PriMs f::k Flans 1".] S arrgp4e s I :J Specifications ( ] Copy of letter .] CrFgesrrge order ......... ..,....-_ ... ............ OEM co / ---1 THESE FaRE,rlw"tANSIV1IT�T F.C:) as checked Fra,iow: I ] For approval [7 Approved as subrraitte d I I Resubmit .. - -------- copies for approval C] For yar.wr use J Jaars✓ c au rsfac I �u: uit Pear r°airal:rwfautiraw°r s I/A re(sjuested [L Returned for e;rarrectie:ns f J t�e:�:a�t.w.rru cm e cted prints I l For tevle^vw and r.carrruseauV: . ..... __. ......... I I FOR ISII:)S f)FJL' _ I PRI[I l S IMF"Rkfltifl D AR ER 1-0 AN FO OS _-.-....... ...._ Ir.A N L"[): IN r,n to ores are awl as rwrrla.;°d, kindly notify us at canoe SEPTIC PLAN SUBMITTAL FORM LOCATION: NEW PLANS: YES $16 Orman REVISED PLANS: YES $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: E_> NO DATE: `j `d,� �_�Grp//`�/�---5 !'Z'`i,s•�i l� J�'�i=E%fir .�� '� DESIGN ENGINEER: V DATE TO CONSULTANT: When the submission is all in place, route to the Health Secretary. Project Request Record Town of North Andover Date: Client Id: ToNA Card Id: ToNA Client/Company Name: Board of Health Card Type-Client Contact Name: Ms. Sandra Starr Phone: 978-688-9540 -Title:Director Fax: 978-688-9542 Address: 27 Charles Street Email: sstarr @townofnorthandover.com Notes: Town: North Andover State: MA Zip Code: 01845 Other contacts if:a licable ie E_ ' vg neer/Installer Name: t Phone. � � :;� �a , Title: Fax: Address: Email: Notes: Town: State: Zip Code Project: Project Id: 1770 Project Title: Town of North Andover Board of Health (JOB NO) (PROJECT NAME&STREET ADDRESS) S� Manager:NOW Billing Group: ��'" � Billing Cod :Fixed Fee Contract Info,Project Description for each billing group BG7 Applicant °/ ,_ �, . �a ✓ Assessors Map Lot Street Type of service ... Officedorms/jbrqutona TLNTOONAN & Mc DOWELL, INC. 25 Bridge Street, Suite 6, Billerica, MA 01821-1023 Voice (978) 667-9736 Fax (978) 671-9565 Email: nm@netway_com Date: March 1,2002 MAR ( 200? Town of North Andover Office of the Health Department Community Development and Services Division 27 Charles Street North Andover,MA 01845 RE: Subsurface Sewage Disposal System Plan Review, 1770/067 88 Haymeadow Road Assessors Map_,Lot Dear Members of the Board, Please be advised that Noonan&McDowell,Inc.has reviewed the plan dated November 14, 2000,by JM Associates. It is our opinion that the proposed design will meet the requirements of Title 5 and the North Andover Board of Health`By-Laws" if the following is addressed: t,-f) Add Abutters names. NA 8.021 L,-2) Identify limits of overdig on plan view. NA 8.02z Z---I) Provide a locus plan. 220(4)t L-'4) Provide location of test pit 1. b--5) Design perc rate is from perc 2 not 1. Please revise label. —6) Deep holes were witnessed by Ms. Starr,perc by Rotollo. Please revise. v71 Identify water line as either pressure or suction. 220(4)(m) 8) Provide length of pipes, size and slopes in profile 220(4)(o), NA 8.02c S Z_--9) Identify were on sill benchmark is located. 220(4)(q) —1-0) Identify the presence or not of the location of surface water supplies within 400 ft., public wells within 250 ft. and private wells within 150 ft. 220(4) 11) Identify wetlands within 150 ft. NA 8.02r r LA-2) Provide a note to ensure proper compaction for proposed septic tank in area of old system. i,A3) Provide a note stating all connections are to have water tight joints. Land Surveyors Civil Engineers Environmental Planners 14) Detail on plan for septic tank does not comply with Title V Requirements. Revise accordingly. 15) Provide buoyancy calcs for septic tank. 221(8) 16) Specify compact soil and 6 in. of 1/4"stone under septic tank". 17) Specify compact soil and 6 in. of 1/4"stone under D-Box". 18) Specify compact soil and 6 in. of/4"stone under pu np chamber. 19) Provide buoyancy calc's for pump chamber. 20) Top of septic tank and pump chamber shall be at or less than 36"below grade. 21) Provide system head and pump head curves. 22) Please note that alarm is to be on a separate circuit from pump. 231(9) 23) Please note that a manual operating switch shall be installed. NA 12.01 24) Lowest bottom of bed elevation is based on highest ground elevation. This results in a 156.67 ground water level. 25) Check breakout grade 15 ft. around leaching system. 255(2) 26) Extend leaching pipes to end of crushed stone. 27) 10 ft. minimum separation between adjacent leach fields. 252(2)(f) 28) Revise vent detail to show an elbow up at end of lines to prevent back flow. 29) Provide one vent per leaching field. 30) Provide assessors map and lot number. Respectfully, John L.Noonan, P.L.S.-P.E. G:office/boh/1770067 Land Surveyors Civil Engineers Environmental Planners 2 1-21-1996 3.22PM FROM P- 2 JM Associates Civil Engineering Consultants 324 Main St. North Reading, MA 01864 (978)664-6668 fax(978)664-8155 March 27, 2002 Town..of North Andover Office of the Health Department Community Development and Services Division 27 Charles Street North Andover,Tula, 01845 Attn: Sandy Starr Re: $8 Haymeadow Road Dear Sandy: In reference to your fax of March 12, 2002 regarding the continents of the reviewing engineer, we would like clarification of the following; Comment 4511 Clarification Needed "Design pert xate is from Perc 2 Only one percolation test was taken. ft was not 1. Please.revise label." labeled Perc#1 in our log. I am unclear why it should be changed to Perc Q. Continent#24 "Lowest bottom of bed elevation The highest recorded water table is elevation is based on highest ground 155.67. It is our intent to minimize the impact elevation. This results in a the raised system will have on the use of the 156.67 ground water level-" homeowners yard. Are you requiring the system to be raised one foot? Comment#27 "1 Oft. minimum separation I designed the field as one L-shaped field between adjacent leach fields. distributing from one distribution box. Separating 252(2)(f)" the field into three separate beds will further disrupt the homeowners yard closer to the house and the wooded area of the lot. Are you requiring the,field to be designed as separate fields? 1-21-1996 3:22PM FROM P. 3 We would appreciate your clarification as soon as possible. Thank you for your attention. Very truly yours, JM ASSOCIATES John F. McQuilkin P.E. cc: Gabriel Sciolla 1-21-1996 3:21 PM FROM P. 1 JM Associates Civil Engineering Consvltants 324 Main St. North Reading, MA 01864 (978)664.6668 Fax(978)664.8155 J)ate: Tutee: A.M. 0 P.M. ❑ `J,o; J six No: S,,a ?s v t Fax No: Telepho.ne No. ( ) Telephone No. ( ) Number of Vages -z- Including Cove) Shee(: Yes o No dy Associates Civil Engineering Consultants 324 Main St. North Reading, MA 01864 (978)664-6668 Fax(978)664.8155 July 12, 2002 Town of North Andover Office of the Health Department Community Development and Services Division 27 Charles Street North Andover, Ma. 01845 Attn: Sandy Starr Re: 88 Haymeadow Road Dear Sandy: On May 2, 2002 we transmitted to your office revised plans (dated.April 4, 2002) for the septic system repair for the dwelling at#88 Haymeadow Road. These plans incorporated the comments of Noonan and McDowell dated May 1, 2002. According to that Noonan and McDowell comment letter "the proposed design will meet the requirements of Title 5 and the North Andover Board of Health by-laws if the following is addressed. "The letter goes on to list seven (7) comments. Thus it was my understanding that the design had been approved. However, per our phone conversation today, you have further comments regarding this design. I would appreciate your sending us you're comments in writing as soon as possible so we may address them and proceed to construction. Very truly yours, JM ASSOCIATES P 0111 . , tj_ . _ F.f`" McQuilkin, P.E. cc: Gabriel Sciolla tl^ ldt R]'[I I" ltt 'llK,lt .. � t nµ 27 CHARLES S"FREET NORTH AND0VER,, MASSACHLJSI:-]"T'S W945 Sandra SUirr T(Aephonc(978)0',8-9540 Public Health [)�rc,,ctor FAX (978) 088-9542 July 15, 2002 Jack McQuilkin JM Associates PY 324 Main Street North Reading, MA 01864 Re: 88 Haymeadow Road Dear Mr. McQuilkin: This letter comes pursuant to our recent telephone discussion concerning the proposed plans for the repair of the septic system at 88 Haymeadow Road in North Andover. As we discussed, the following items must be addressed before the plans may be approved: 1. The fee of$ 60.00 for the second review has not yet been received. 2. The profile is not to scale as required by 31.0 CMR 15.220(4)(0) and NA 8.02c. 3. After discussion with DEP, the leach areas may be considered as one leach field. 4. The LUA form has not been submitted. 5. Please add to the plan a note stating that a variance was granted to 310 CMR 15.405 allowing a three- foot separation to groundwater. (This will be verified once the LUA form has been reviewed by the Health Department.) For future reference, please be aware that the company that provides technical review for plans and other Title 5 services does not have the authority to approve or reject any proposed septic plan. Only the Board of Health and/or the Health Department have that authority. Also, all plan re-submittals have an attendant fee attached to them. Generally if there is no payment included with the resubmitted plans, it is considered an incomplete submittal and receives no attention until complete. Please call me at 978-688-9540 if you have any questions. Sincerely, 4 , Sandra Starr, R.S., C.H.O. Health Director Cc: Homeowner File Town of North Andover, Massachusetts Form N®•2 ViORTH BOARD OF HEALTH J �o p IF -"'� •'° 4 DESIGN APPROVAL FOR 'SSgcwus�'� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM l" Applicant i /1 -Lc Test No. Site Location Reference Plans and Specs. 0 _- rINEM DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN, BOARD OF HEALTH Fee Site System Permit No. I Massaphusetts Department of Environmental Protection Bureau of Resource Protection —Wastewater Management program Form 9A - Application Required y 310 CMR 15.403(1) Form M is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR 5.404(1); is not feasible. System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410 through 15.417. NOTE: t ocal upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved capacity of a septic system constructed in accordance with either the 1978 Code or 310 CMR 15.000. A. Fatility Information Important: When filling out 1. Facility Name an ss two forms on the ' '' % computer,use Gabriel Scioll" only the tab key to nave your 8£3 Haymeado cursor-do not 0 - - --. -______._---- _.._.___. use Ure return Street Address trey. NOI!fi Andover Ma - — 01845 City State Zip Code ��-- 2. Owner Name and Address: same as above r im Narno Street Address City State 978-687-2649 Zip Telephone(dumber 3. Type of Facility(check all that apply): E Residential El Institutional Commercial [`j School 4, Describe Facility: Exis(i �b bedrgom dwelling — 5. Type of Existing System: 0 privy El Cesspool(s) Z Conventional Other(describe below): 6. Type of soil ;absorption system (trenches, chambers, leach field, pits, etc): leachfield Sciollaga.doc..rev.5Y02 Application for Local Upgrade Approval- Page 1 of 4 �ireet a of Resource Protection Wastewater Management Program ' Application for i Upgrade Approval - - -- -- R®qu by 318 CMR 15.406(1) K. City Ind stlon (c®ntlnu®d) _._ --- ----- -°----- 7. Design Flow per 310 CMR 15.203: 440______._____...__._ -- Design flow of existing system: Gpd -- Design now of proposed upgraded system 440 - -------..___ t1Pd n flow of facility 440_._. _ _ Wd sod Upgrade Of System � - - upgrade is(check one), (� V ® Required by order, letter, etc. (attach copy) Ntequired following inspection pursuant to 314 CMR 15.301: date of inSWOOn 2. Detgribe the proposed upgrade to the system flute s ptem to raw yard. Provide 1350 sf. leaching area. ------ �.__------ 3. Load Upgrade Approval is requested for; 0 Oteduction in setback(s)-describe reductions: 0 Percolation rate for 30 to 60 min./inch. - --_ min ltnoh [� "Reduction in SAS area of up to 2596: sAS iuca,ea.il,~-- - rtt9uctaon reduction in separation between the SAS and high groundwater: OeWation reduction Percolation rate 2 mi 5.7 nJlr�P1.._.. *th to groundwater 11,34--- --- i Olocatlon of water supply well (explain): SciONOU doc•rev.V02 App11CM01 W Local Upgrade Apmoval° Page 2 of d ----7 mass4husetts ®epatiment of Environmental Protection Bureaus of Resource Protection —Wastewater Management Program ! _ _. Forro 9A Application l 1 Requid by 310 C:MR 15.403(l) 0 Qther requirements of 310 CHAR 15.000 that cannot be met—describe and specify sections of the Pode: If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorptipn system and the high groundwater elevation, an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CMR 15.405(1)(i)(1). The soil evaluator must be a member or agent of the local approving authority. Higt groundwater evaluation determined by: Saqp Starr arr - ------------ --- -------------__ 5/8/2000 -------- ------- - Eval4ator's Name(type or print) Signature Date of evaluation C. EX:planation Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: Adding an additional foot of sand would add to the cost of a system which is already very expensive and would also create grading problems along the boundary lines. 2. An Alternative system approved pursuant to 310 CIVIR 15.283 to '95.288 is not feasible: An ipiternative stem would still require a waiver to ground water and create grad l gproblems. 3. A snared system is not feasible: �to�hared sastern av_�ilabl�_ 4. Connection to a public sewer is not feasible: No ewer available. -- ---------------------------- Sciolla9a.doc•rev.5102 Application for Local upgrade Approval* Page 3 of 4 Massa husetts Department of Environmental Protection Bureau,of Resource Protection —Wastewater Management Program ' For lication Approval Requirpd by 310 CMR 15.403(1 i i i 5. The application for Local Upgrade Approval must be accompanied by all of the following (check the appropriate boxes): ❑ Application for Disposal System Construction Permit t omplete plans and specifications ❑ Pite evaluation forms ❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2). ❑ Other(List): D. Ce0ification "I, the facility owner, certify under penalty of law that this document and all attachments, to the best of my knowledge and belief, are true, accurate, and complete. I am aware that there may be significant consequences for submitting false information, including, but not limited to, penalties or fine and/or im violations." 7/15/©2 Fac#y Owner's Signature Date Ga iel Sciolla_Print Name JM ssociates 7015/02 Namof Preparer----- — - bate 324IMain Street North Reading -- Prepprer's address City/Town Ma. 01664 _ 976-664.66618 Stat4/ZIP Telephone NOTE; '310 CMR 15.403(4) requires the system owner to provide a copy of the local upgrade approval to the appropriate Regional Office of the Department of Environmental Protection, Bureau of Resourde Protection, Division of Watershed Management, upon issuance by the local approving author4 and before commencement of construction. Sciolla9a.doc•rev.5/02 Application for Local Upgrade Approval* Page 4 of 4 J M Associates Civil Engineering Consultants 324 Main St. North Reading, MA 01864 (978)664-6668 Fax(978)664-8155 Buoyancy Calculation for 1500 gal Septic tank Buoyant Force length width height volume 10.5 X 5.67 X 5.67 = 337.56 SG=62.4 Ibm/c.f. Buoyant Force 62.4 A 337.56 = 21063.96 lb (SG x volume = force upward) Restraining Force Weight of Unit Restraining Force E.F. Shea 13,135 lb Weight of soil above length width height volume 10.5 A 5.67 3 = 178.61 SG=110 Ibm/c.f. Restraininq Force 110 X 178.61 : 19646.55 1 (SG x volume = force downward) Summary Bouyant force 21,063.96 Restraining Force (13,135.00) Restraining Force (19.646.55) (11,717.59) therefore NOT BUOYANT s:\jm\formulas\buoyancycalc-1500 JM Associates Civil Engineering Consultants 324 Main St. North Reading, MA 01864 (978)664-6668 Fax(978)664-8155 Buoyancy Calculation for 1000 gal Pump Chamber Buoyant Force length width height volume 9.67 X 5 X 5.83 = 281.88 SG=62.4 Ibm/c.f. Buoyant Force 62.4 A 281.88 m 17589.34 lb (SG x volume = force upward) Restraining Force Weight of Unit Restraining Force E.F. Shea 6"top 14,825 lb Weight of soil above length width height volume 9.67 x 5 x 3 145.05 SG=110 Ibm/c.f. Restraining Force 110 x 145.05 = 15955.5 lb (SG x volume = force downward) Summary Bouyant force 17,589.34 Restraining Force (14,825.00) Restraining Force (15,955.50) (13,191.16) therefore NOT BUOYANT s:\jm\formulas\buoyancycalc-1000 'ARNESr 3SE SECTION 1B PAGE 28 SUBMERSIBLE NON-CLOG PUMPS DATE 2/97 2" Spherical Solids Handling REPLACES 6/96 Specifications: DISCHARGE: 3"(76mm)NPT, Vertical. LIQUID TEMPERATURE: 104°F(40°C)Continuous. 0 VOLUTE: Cast Iron,ASTM A-48 Class 30. MOTOR HOUSING: Cast Iron ASTM A-48, Class 30. SEAL PLATE: Cast Iron ASTM A-48 Class 30. IMPELLER: Design: 2 Vane,Open,With Pump Out Vanes On Back Side. Dynamically Balanced. ISO G6.3. Material: Cast Iron ASTM A-48 Class 30. SHAFT: 416 Stainless Steel SQUARE RINGS: Buna-N HARDWARE: 300 Series Stainless Steel PAINT: Air Dry Enamel SEAL: Design: Single Mechanical, Oil Filled Reservoir. Material: Rotating Face-Carbon Stationary Face-Ceramic Elastomer-Buna-N Hardware-300 Series Stainless CABLE ENTRY: 15 ft. (4.6M)Cord(Plug On 115 Volt), Pressure Grommet For Sealing And Strain Relief. SPEED: 1750 RPM(Nominal). UPPER BEARING: Design: Sleeve Lubrication: Oil Load. Radial Series: 3SE 0.5, 0.75 & 1.0HP LOWER BEARING: 1750 RPM Design: Single Row, Ball Lubrication: Oil Load: Radial&Thrust MOTOR: Design: NEMA L-Single Phase, NEMA B-Three Phase Torque Curve. Completely Oil-Filled,Squirrel Cage Induction. (CSA Standard on 1 Ph, OPTIONAL on 3Ph) Insulation: Class A. SINGLE PHASE: Permanent Split Capacitor(PSC). Includes Overload Protection In SA)Canadian Standards Association Motor. File No. LR16567 THREE PHASE: Tri Voltage 200-230/460; Requires Overload Protection to be ULUnderwriters Laboratories Inc.® Included In Control Panel. OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, N/C File No. E142177 Temperature Sensor with cable for 3 phase pumps,Additional Cable, Description: CSA Listed on 3 phase pumps. SUBMERSIBLE NON-CLOG SEWAGE PUMP DESIGNED FOR TYPICAL RAW SEWAGE APPLICATIONS. Sample Specifications:Section 1 Page 5. CRANE PUMPS &SYSTEMS A Crane Co.Company Barnes Pumps,Inc Barnes Pumps,Inc. Barnes Pumps Canada,Inc. Distributor Sales&Service Dept. Bid-To-Spec&Project Sales 83 West Drive 420 Third Street/P.O. Box 603 1485 Lexington Ave. Bramalea,Ontario Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674 Canada L6T 2J6 Ph:(937)615-3595 Ph:(419)774-1511 Ph:(9D5)457-6223 Fax:(937)773-7157 Fax:(419)774-1530 Fax:(905)457-2650 SLCTION 1B PAGE 29 DATE 2/97 REPLACES 6/96 13.25 Inches (337) t-cl-) 6.25 2.06 (159) (52) BARNES PLNv'PS,IINC. 4.88 (1za) �� 1 NPTSDISCH. - I - I 9.75 19.00 (248) fm frn (483) i 9.00 (229) MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORD NO. NO. (NOM) START LOAD ROTOR SIZE TYPE O.D. CODE AMPS AMPS 3SE514L 086051 0.50 115 1 1750 A 11.6 18.4 14/3 SJTOW-A 0.390 3SE524L 086052 0.50 230 1 1750 A 5.8 10.5 14/3 SJTOW-A 0.390 3SE594L 086053 0.50 200-230 3 1750 A/B 3.9/3.4 6.8/7.8 14/4 SO 0.600 3SE544L 086054 0.50 460 3 1750 B 1.7 3.9 14/4 SO 0.600 3SE554L 089286 0.50 575 3 1750 B 1.3 3.1 14/4 SO 0.600 3SE724L 085519 0.75 230 1 1750 A 8.9 17.5 14/3 SJTOW-A 0.390 3SE794L 085521 0,75 200-230 3 1750 B/E 5.1/4.4 13.9/16 14/4 SO 0.600 3SE744L 085522 0.75 460 3 1750 E 2.2 8.0 14/4 SO 0.600 3SE754L 089287 0.75 575 3 1750 E 1.7 6.4 14/4 SO 0.600 3SE1024L 085523 1.0 230 1 1750 A 10.9 17.5 14/3 SJTOW-A 0.390 3SE1094L 085525 1.0 200-230 3 1750 A/B 6.8/6.0 13.9/16 14/4 SO 0.600 3SE1044L 085526 1.0 460 3 1750 B 3.0 8.0 14/4 SO 0.600 3SE1054L 089288 1.0 575 3 1750 B 2.4 6.4 14/4 SO 0.600 Standard Units: (Optional Temperature sensor cable for 3 phase models is 14/2 SO,0.530 OD.) CSA Listed Units: (Optional-CSA Listed Power Cable for 3 Phase Models is 14/4 SOW,0.600 0.D.) (Optional-CSA Listed Temperature sensor cable for 3 phase models is 14/2 SOW,0.530 OD.) IMPORTANT I 1.) PUMP MAYBE OPERATED"DRY"FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS. 2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS. 3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS. 4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION.THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS,RECREATIONAL WATER PARKS,OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE. [:CERRANE,.1 PUMPS&SYSTEMS Games Pumps,Inc Barnes Pumps, Inc. Barnes Pumps Canada,Inc. MMsgwYr A Crane Co.Company Distributor Sales&Service Dept. 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