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Miscellaneous - 22 RALEIGH TAVERN LANE 8/24/2015 (2)
� Y� ��3�d�.Y✓''3���4 A 7 �1giy�pYM3 �n � 3 5 a ta , A a ,ter i . : T f I � 1 13 e r i i � p 4 x r r k - I I a I L i I i I DIVERSIFIED March 8, 2000 .iVIL ENGINEERING Mr, Gayton Osgood, Chairman North Andover Board of Health Town Hall Annex 146 Main Street 1 North Andover, MA 01845 Re: 22 Raleigh Tavern Road, North Andover, MA Sewage Disposal System Up-grade Dear Mr. Osgood: Please find attached to this letter two copies of the soils testing data and Particle Size Analysis for the above referenced property. A percolation test could not be conducted at the time of the soils testing on February 10, 2000 due to groundwater interference. As such, a soil sample was taken and sent to Geotechnical Services, Inc.,Haverhill, MA for a Particle Size Analysis in conformance with DEP Policy BRP/DW1VI/PeP,P00-1, Title 5 Alternative to Percolation Testing Policy. As such, Please regard this letter as a formal request to grant the following variance, A variance is hereby requested from 310 CMR 15,104(4) to allow the use of a Particle Size Analysis to determine a percolation rate instead of the required percolation test per area. Based on the Particle Size Analysis, the soil type is a sandy loam, a class II soil. The on-site soil evaluation determined the soil to be uncompacted. Based on these criteria, an Effluent Loading Rate of 0.33 gpd/sf shall be utilized for the design of the soil absorption system. This loading rate corresponds to a percolation rate established in 310 CMR 15,242 of 30 minutes per inch. Soils testing conducted for the design of the original system in 1968 (attached herewith) obtained a percolation rate of 6 minutes per inch. We request to be placed on the North Andover Board of Health agenda for the next meeting to be held on Thursday,March 23, 2000 at 7:30 PM for your consideration of the variance requested. We will be in attendance to answer any questions the Board may have. Thank you for your time and fair consideration. Very Truly Yours, DIVERSIFIED CIVIL ENGINEERING Kirk Fitzpatrick, E.I.T. k , Cc: Joseph& Theresa Harb, 22 Raleigh Tavern Road, North Andover, MA 01845 j i P.O. Box 890-359 1 ittleton Road, Westford, MIA+,01886 - Tel, (978) 692-0939 * FAX (978) 692-5339 PARTICLE SIZE DISTRIBUTION TEST REPORT 100 90 I I I I I I I I II I I I ! II j I I I i I I I I II I I I I I 1 80 70 Z60--I I I 1 I I I 1 I II I I I I I Z 50 W I I I I I I W 40 i CL 30 II ( Iii j I 20 I 1 I , jl N , , I i I I I i ff ! "'�►- II I III ! 10 , it I I II I I I I I ! 1 I I �+^.1�►;`. I I 1 I jl I II I I I 1� I I I i I I I 0 T 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm 3" %GRAVEL %SAND %FINES CRS. FINE CRS. MEDIUM FINE SILT CLAY 0.0 0.0 20.7 23.8 8. 1 18.7 20.2 73 SIEVE PERCENT SPEC! PASS? Soil Description SIZE FINER PERCENT (X=NO) coarse to fine SAND,some Gravel,some Silt,trace clay. 6 in. 100.0 USDA Clasification-Sandy loam 3 in. 100.0 2 in. 100.0 1.5 in. 100.0 Atterberg Limits I in. 100.0 PL= LL= pl= .75 in. 100.0 S in. 100.0 Coefficients .375 in. 96.3 D85= 5.73 ' D60= 257 1150= 0.618 #4 8 581 D30= 0.0880 015= 0..0175 D10= 0.0097 #10 55.5 Cu= 265.22 CC= 0.31 #16 53.6 #40 46.6 Classification #50 43.2 USCS= SM AASHTO= A-24(0) #100 35.5 #200 27.9 Remarks #270 23.7 No specification given. * (no specification provided) Sample No.: L-173-00 Source of Sample: 22 Raleigh Thoreen Rd. Date: 3/6/00 Location: N.Andover MA Elev./Depth: Client: Diversified Civil Engineering GEOTECHNICAL SERVICES, INC. Project: llarb Project No: 200203 Plate 0 � FORM 11 a SOIL EVALUATOR FORh1 Y Page of 3 . i No. vc t� Date: -; 8 > Commonwealth of Massachusetts Massachusetts Soil Suitability Assessment for On-site :Sewage Disposal r�-.... ? .......... Date: 2/�caj��-.... ........... -� Performed By: .......�i.t�a.�:-:....... .:z.i� �:. .. �,... tom, ....... z'--� � r .?...r... ' r :.,.... .S�i, vrc ��......................... Witnessed By: f _.. t oaiwn Ad&=« GZ z 1_F-1( N 1 F3 vet2 s�J 1�'-�, A&xw.w Z c 7Z/IL-c i, /'4 `Tq v P-A- . ew Construction ❑ Repair 0 Office Review Published Soil Survey Available: No ❑ Yes Year Published 1.� ?.L- Publication Scale 1- ; .... Soil Map unit = �..... _.. Drainage Class wct.A. DnA�� Soil Llmitauonst _....."rF� .c. ,..s>~ ,...... .�tnfi.i1,,.r. ............ Surfcial Geologic Report Available: No ❑ Yes ❑ .Year Published Publication Scale Geologic Material (Map Unit) ...................................................... ..................__ .................................................................... Landform ..................................................................................................................................................................... .......................................... Flood Insurance Rate Map: '�•�'� 7�' C�='��� �'�"�' �P�vi�,,�,� = `�'�,�� 2, .1���� Above 500 year flood boundary No ❑Yes Within 500 year flood boundary No . Yes ❑ Within 100 year flood boundary No 2Yes ❑ Wetland Area: - National Wetland Inventory Map (map unit) ................................................................................. .................:.......... .........................................._......................................_......_._.... Wetlands Conservancy Program Map (map unit) . Current Water Resource Conditions (USGS): Month -� Range :Above Normal ❑Normal ❑Belcw Normal ❑ Other References Reviewed: ;, DFp AMOVFD FORM•12/07195 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. On-site Review 3 Deep Hole Number 's Date: Time::.'` % P,n� Weather J v�•�,y Z U . Location (identify on site plan) �w Slope M 3X, Surface Stones Land Use . ... Vegetation .. , ,. . ,::......:... .. Landform ...:.. 4'. .. .��.rte. :. Position on landscape (sketch on the back) Distances from: Open Water Body feet Drainage ways feet Ste. . feet Property Line feet Possible Wet Area i" Drinking Water Well eJ/19 feet Other DEEP OBSERVATION HOLE LOG Other Depth from Soil Horizon Soil Texture Soil Color $01l Gravel) Surface (Inches) (USDA) (Munsell) Mottling (Structure,Stones, Boulders, Consistency, • DepthtaBedrock: Parent Material (geologic) • C Depth to Groundwater: Standing Water in the Hole: /U�'� Weeping from Pit Face: Estimated Seasonal High Ground Water: DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. 77 ;13L-t° e H 1 Determinah'on for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole.............:.... inches 9 Depth weeping from side of observation hole ...ems... inches ® Depth to soil mottles ...46—— inches ❑ Ground water adjustment ................. feet Index Well.Number .................. Reading Date .................. Index well level ............ .. Adjustment factor ................... Adjusted ground water level .................................... ............... Deoth of Naturally Occurrina Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? YES If not, what is the depth of naturally occurring pervious material? Certification I certify that on ' (date) I have passed the soil evaluator examination approved by the De artment of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Sianature /Z, - Date DEP APPROVED FORA1.12107195 , e FORM 11 - SOIL EVALUATOR FORM Page 1 of 3 No. 030 � Date: Commonwealth of Massachusetts Massachusetts Soil Suitability Assessment for On-site .Sewage Disposal Performed B ............ Date: 2��n%? ... :.......... � � r.«-14.......................................... ................ Witnessed By: , ) mom,^corns" 2Z 1 �--E 1c/H P.V- Ij Lot Tdghas r _ 'Z Z P—/-f L-C 1 S N ew Construction ❑ Repair © °��- �� Office Review Published Soil Survey Available: No ❑ Yes Year Published l.`tP.�.... Publication Scale 1. 172f7.... Soil ?vfap Unit # ...-. MtvG�rl�F1El�`! Drainage Class wCu wzA*- Soil Limitations 1 T� ....-r ,�.�� f...S�O...�...... .';?.r!+ i /4Ir . ........_... _ Surficial Geologic Report Available: No ❑ Yes ❑ .Year Published Publication Scale GeologicMaterial (Map Unit) ...............................................................................................................I............. Landform .................................................................................................................................................... Flood Insurance Rate Map: Z� 7 ' � ' 2,i /123 Above 500 year flood boundary No ❑Yes X Within 500 year flood boundary No ❑Yes ❑ Within 100 year flood boundary No 2Yes ❑ Wetland Area: - National Wetland Inventory Map (map unit) ................................................................................ ............................. Wetlands Conservancy Program Map (map unit) .........................................._............................ ._........_......_._.... Current Water Resource Conditions (USGS): Month Range :Above Normal []Normal ❑Below Normal ❑ Other References Reviewed: DEP APPROVED FORM•MOMS FOR.N1 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot too. -�(� Tip On-site Review Deep Hole Number .�:4 Date: ���. � � Time:: .' RM Weather �v.vvY. �ZJ. Location (identify on site plan) `= r4 L.t7 ...:. t .-.H ,.,.:.... .::.. . :....:.::..:. ....:.::........ Land Use Slope M Z.✓: Surface Stones F. .. Vegetation :.:.:a�iZ _>,........:... .. :.:., Landform Position on landscape (sketch on the back) ...S ' Fte ttt'� 44 Distances from: Open Water Body "I.4 feet Drainage way feet Possible Wet Area .SJ•?- . feet Property Line feet . ...:.:.: ::.:. Drinking Water Well A//"? feet Other :..:.......... . DEEP OBSERVATION HOLE LOG Depth from Soil Horizon ]Soil Texture P(M'un Soil Other Surface (Inches) (USDA) Mottling (Structure, Stones, Boulders, Consistency, % •-3 ,. DepthtoBedrock: Parent Material (geologic) --1-- _ �/t�e✓% l/ ' Weeping from Pit Face: Depth to Groundwater: Standing Water in the Hole: a — Estimated Seasonal High Ground Water: DEP APPROVED FORM-12107195 FORA) 11 - SOIL EVALUATOR FOR,'11 Page 2of3 Location Address or Lot fro. On-site Review Dee Hole Number Date: .4� �c''� Time:.:`�. /. f��� Weather 5u� �'. 3Z©. Deep !.:.. .? Location (identify on site plan) .r. c-►t . .., tit... ....:... . .:::.::.:.. ...:... .::....:. ,14t'_'-K .::.... Slope M Surface Stones Land Use . Vegetation ..:.:.. Landform Position on landscape (sketch on the back) .. .`..` /qT'r,-rz Distances from: Open Water Body --4/9 feet Drainage ways Possible Wet Area ._c3o:t. feet Property Line feet Drinking Water Well feet Other :..:....:.:.. . .... . ::.:. DEEP OBSERVATION HOLE LOG* Other Depth from Soil Horizon Soil Texture Soil Color Soil Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones Gravel) lrs, Consistency, °�b Satiny `aayS`<i' (t?�S�,,vc� 1FTZ A1:SLX� L v fa(V-) /V c9 — Ge(Yt FFrt�T ' DepthtoBedrock: Parent Material (geologic) n Depth to Groundwater: Standing Water in the Hole: • Weeping from Pit Face: Estimated Seasonal High Ground Water. DEP APPROVED FORA!-12107!95 FORM I1 ® SOIL LVALUATOR FORM Page 3 of 3 Location Address or Lot No. Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole.................. inches ❑ Depth weeping from side of observation hole.......... ..... inches ® Depth to soil mottles .�3(a— inches ❑ Ground water adjustment ................... feet Index Well Number .................. Reading Date .................. Index well level ............ .. Adjustment factor ................... Adjusted ground water level .................................... ................ Depth of Naturaliv Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? X�t If not, what is the depth of naturally occurring pervious material? Certification I certify that one �r (date) I have passed the soil evaluator examination approved by the De artrfient of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature z z Date DEP APPROVED FORM•12/07195 i. C r, r 7F 7D E,, Ch;--,,c Rd SD 7E EQ---,D, 5m 7:, Ch than Way 41-1 E—, 2F 3- $T,�--, ",C 6C ,'n berry 781-M Church E--�—Or 8H B-ody 6C 2nrcon 5D FE . H�� , t: 7, ol n 8=- Be—Rd 7F C.c,4BC Fm n— 71 B ury Av 1-1) Coa rn—L. 5F F,11�Av 7E B ue Flop R, C..Ulocl.he C 6E F_l,—Rd GO In lue Cochichewck Or 3DE Fer, 7L : ,�,clhC MAIN Blueberry 1-fill La 7G Colgate Or 5C F.,cf:C11 3G lro",� d 0 Bonny 3 La 11 Columbia bla Rd 5C Fe, A, 67E r, Commonwealth Av 7C Ferhd 7C ja�R Rd d 7,-' Concord 5D Fell) I B 1-h Copley jl�lj. C er,.d La lc� Cotult C,' 6E 6 j sm C 7E Fall h, Or 't, Jer-Ird P1 4v, F-p on Page Court 6E F.,e,- ' F,5K-N JI!,o.d F— � 7E ZZ F.�,o, 3 4j J-nhy e Cake( Founhhn Dr 5D Jon-1-1 62F Fon,hHd'Rd 5EF JW—oh C', t: Fla c,s 6C 1:0 Fr.nll,n 6D K.,v Or 7G 4 \,p Kel-clo 7C Q�tA 0a TA, 6 0 French Farm Rd 3C K,er.h FIC, 6G I�A 0 Fu:�,�F1d.1J K c!.,- 7Ee- do.Rd j K:I", WIN I? LA. '8, 7, 21 F T HAY Z'�-, Fuller rfAe 5C Lac."'Cr'b- z < Fu be•Av 1-1 :0 Garde m 6C h"' uj 0 m L.cv 00 Uj iff] G!bson Ct 7.6D L e,Av,5t,),"J WINTOG REEN D, G lbert 6C ""et L—ae It 0 ZU 2hn.h La 7J Le—gto. 5D Gen Rd F Le) 7E IT G l e n cres!'Or 3G 8FG CO Glenwood 7C bberly 5N I G�W.Ion 7E Lincoln GO G a ville La 6K L,nd.h A� 67D G,apev,ne Rd 5H Lisa La 7G W 4 Y3 S,01`4E0 0 Towne Little Rd 6C BEST Logwood A� 7F U) 0, A, 7EF Lost Pond La 3, Lyman Rd 6C Lynn,Way 71-f &R� I D 0 V E. DGES Magnolia Rd 6D 4 Ma 6CD v vi C) ;4;-e P, tNCAS]tK si A RIDGE _7K < C_A�N11 (b Cedor jr H ply Ml nor 0 G E P C, ,? JERAD tS 1P ro LA.RD. 'Ira 7. 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Y iL'tc°3 4 _ , � e 't!!tt � � +d,^� l�ja•"r3{- G y": } " -;^{^T w , �,rI`• 9f �'n rt,,' i' r .•,i K 1� J..� 4 t �"' Y k,. t' F, 1 a a I.f�,l � ) r 't .....:'�'`' ,',.1 r CbB- :f; MC. a.k e �t m,tt } I r"• {i `tt� �tY . :Jai r �. t :�s� �'.� t.r 1>e a y ^ ,� {�,�, � � � J r; fitav S•yr�.(.� rr�i.(r��� t ' U �,. �(•f 1� t•� Y 4�.]-'!� G + i t> f' ,.%4 ty�",Z "�'S` } y'kal �' .. �r;r �`f�+�i S /V�.Y„ '�: y SA r + �,: CcC 1 r yy:6•'?tij l >c, t'} CtQ�{ +'uMC t CrC -!., S, ."'° ✓ k�b,a � K�wr `fib '� aw •. ` `J t �a U lvt `'•ri - _}' V` ,tt.. .r:t.�t 41 x' �; �..t T� CbC CrC f rot hkt :{4 * v{ 1 h.tA �- Pe "kr ? t �t rt�j3s t7 ►r<Y �.. ` h tiG� +?" RoD^f MG bG .Y , 114: CrB ,• Se �'!'>t`. Gf 4�':i• i 'afi:- > .,,-,r/t }.. . ��d .16b pry . S ♦� <�..> O SUB BOARD OF HEALTH OF NORTH ANDOVER , MASSACHUSETTS SEWAGE DISPOSAL DATE r Z Z i NAME OF APPLICANT Zp r LOCATION .00 Address f -10E no. BUILDING: Dwelling Other SYSTEM: New X, Repair GENERAL DESCRIPTION OF LAND SUBSOIL: Clay X Give Sand PERCOLATION TEST (v minutes per inch. MINIMUM INSTALLATION RECOMMENDATIONS CONCRETE SEPTIC TANK gallon capacity. LEACH FIELD lineal feet of drain pipe. Oilliam J. r scoll � Engine Board of Heallh Lot ;[10 Fawleigh Tavern Rd® -' Off rarnum St® Osgood Realty Trust APPLICATION FOR SEWAGE DISPOSAL INSTALLATION HEALTH DEPARTMENT - NORTH ANDOVER, MASS. I hereby make application for a permit for a sewage disposal installation at Lot #10 Rawleight Tavern Ed . I will install this system in ac- cordance with all the laws of the Commonwealth of Massachusetts and regulations of the Board of Health of the Town of North Andover. Further, I will construct the house sewer of bell and spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of 1/ until 10 feet pre- ceding the septic tank, where the grade shall not exceed 2/a. I will install a con- crete septic tank of 1C00 in size. A manhole (s) permitting easy cleaning will be provided with removable cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with 4 inch perforated or open jointed pipe and laid in a series of trenches, the bottom of which will pro- vide a minimum of 200 lineal (square) feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches (dia. ) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench, 2 inches of gravel or stone 1/8" to 1/4" (dia. ) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single the line will exceed 100 feet in length and in any case, two lines of tile will be - installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the installation will be less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further agree not to cover any portion of this installation until approved by the inspection officer, as provided below, and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. DATE Signature of Applicant I hereby issue the above permit for the Board of Health of the Town of North Andover, Massachusetts. i DATE Signature of Health Agent I have inspected the uncovered system indicated above and find everything done as described. DATE Signature of An pecting Officer Percolation Test 6 min Soil: Clay Garbage Grinder DIVERSIFIED CIVIL ENGINEERING 1 1 l NOTIFICATION OF CANCELLATION OF PUBLIC HEARING Please be advised that the Public Hearing to be held at North Andover Board of Health meeting on Thursday, March 23, 2000 at 7;30 PM to discuss a Request for Variance has been canceled. The hearing was to be held on behalf of Joseph& Theresa Harb for there property at 22 Raleigh Tavern Road, P.O. Box 890•359 Littleton Road,Westford, MA 01886 Tel. (978) 692-0939 FAX(978) 692-5339 i i CIVIL ENGINE,ERING ; ® 359 Littleton Rd. Westford,MA 01886 DATE JOB NO. (978)692°0939 ATTENTION FAX(978)692-6339 Als / ✓1 ��✓1i�7� TO 9 RE: ) ► � M WE ARE SENDING YOU A Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ,Ld-Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION f 3 ~� e. .s l a, "r?+-13ILa J r*—,. AS5Q!'5>'-'1 m > Y )� //�� >'Y ��eb,m,l L NYC"Imo.► THESE ARE TRANSMITTED as checked below: (�L For approval ❑ Approved as submitted ❑ Resubmit copies for approval J9 For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints �K For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS SIGNED: - ,nclosure s are not as noted, kindly notify us at once. Feb-10-00 05: 12P Paul D. Tur°bide, PE PLS 978-465-0313 P. 03 AF VO tv I - Nr i �� V ®ffi 4& g- a 1 •* ti:' Kw 1 _ ^r Feb-10-00 05: 11P Paul De Tut-bide, PE/PLS 973-465-0313 Pe01 Facsimile To: SANDRA STARR Company: NORTH ANDOVER BOH Phone: 7 ® - 978-688-9542 F Carlton A. Brown Company: Port Engineering Associates, Inc. Phone: (978) 465-8594 X: (976) 465-0313 Date 10, 2000 Pages Including This Cover Page: 5 Comments: Sandy, Enclosed are the perc results for 22 Raleigh Tavern and 146 Olympic. Note that for 22 Raleigh Tavern, the groundwater was in the C layer and thus a percolation test could not be performed. The C layer was a sandy loam almost to a loamy sand but was saturated. The soil is not firm and had a mushy consistancy when the backhoe cast the soil into the pile. I have personally performed dewatered tests, and it is my opinion that this site would not be conducive to dewatering because the soil is not firm. Kirk Fitzpatrick took a representative sample to have a certified soils lab analyze the soil to estimate a percolation rate as per the DEP written guidelines entitled Guidance on Maximum Feasible Compliance. Call me if you have any questions or comments on this. There was also a stump that had been buried and which was dug up in TH-2, however there was the same soil under the stump as in the rest of TH-I and TH-2. My recommendation would be that any stumps(if there are any more)must be removed and proper fill replaced. Thanks, Carlton ' s BOARD OF HEALTH TEL. 688-9540 NORTH ANDOVER, MASS. 01845 APPLICATION FOR SOIL TESTS DATE: _ � LOCATION OF OIL TESTS: ,: O- Assessor's map & parcel number: OWNER: c _ TEL. ADDRESS: ' J A ENGINEER: TEL. NO.: 3 CERTIFIED SOIL EVALUATOR: Intended use of land: residential subdivision,6Eiifamily homy commercial Repair testing ✓ Undeveloped lot testing N. A. Conservation Commission Approval: 6(- 1 K, THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1. Proof of land ownership (Tax bill, deed, or letter from owner permitting tests) 2. Plot plan 3. Fee of $275,00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $75.00 per lot for repairs or upgrades. GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. e s - f Detach - - - - - - - - - • - - - - - - - - - Return Top Voucher with Payment . . • • . . . . . • • . • • . • . . Uetach ABATEMENT APPLICATIONS:: RECEIVEQ BY THE ASSESSORS' OFFICEiNO EATER THAN!02101/2006 Interest at the rate of.14X per annum will!accrue:;on overdue>!payments fromthe due date until payment is made? See Reverse.S�de for Add3tional Information Ma 107.A Blk: 0104!i Lot's' 0000:6 Location. 22 RALEIGH TAVERN LANK 200Q REAL;:ESTATE Land:a ac) 1.030 B:1.dg Value 132 000 `:Res Exemptn: 0 3b08 RE' 61A8 ;Cred. 0 Tot Tax; Val 248;400 Lend Value 116 400 Totl Value 24$,400 3 703 FY 200 Tax 703: 64 64; DeedfEe al. J3D.7 96' Other id 210107AO16400000 FEB;01 2040 AMOUNT 970,24: Description :Class Valuation MAY;01 20.46 AMOUNT 976.24: SC101' 101 248;:400 PRIOR AMOUNT BILtEQ 1 763 16' THE TAXES PAIIa, I' 763.16'. � EXEMPTION/ABATEMENT 0 00 { PRIOR AMOUNTS OVERDUE 0.00 HARE ;; JOSEPHM INTEREST 0 00 THERESA E HARB 22 RALEIGH TAVERN LANE AM(?gNT OUE FEB 01 2004 970.24. NORTH..ANDOVER MA 61845 __. FISCAL YEAR 2000 REAL ESTATE TAX BILL MAKE PAYMENTS TO THE COMMONWEALTH OF MASSACHUSETTS BILL NUMBER 3608 RE TOWN OF NORTH ANDOVER NORTH ANDOVER Loc: 22 RALEIGH TAVERN LANE P. 0. BOX 124 OFFICE OF THE COLLECTOR OF TAXES Id: 107.A 0104 0000.0 NO. ANDOVER, MA 01845 Based upon assessments as of Jan 01 1999 your tax Deed/Legal : 1307 96 M-F 8:30-4:30;2/1 TO 7:30P for the fiscal year commencing July 1, 1999 and ending Land Area: 1.030 (ac) TAX 688-9550/ASSR 688-9566 June 30 2006 on the described property is as follows: 3Rp PAYMENT..RECEIPT:VOUCHERi Tax Rate per $1000 of valuation Desc. Amount Interest 3rd Asmt Amount Interest TOTAL TAX 3;703 64 RES-1 OPN-2 COM-3 IND-4 YTD TAX 2,733.40 0 FE @;01 20,00 AMOUNT ;970.24! 14.91 14.91 17.88 17.88 4-TAX 970.24 0 MAY::01 2046 AMOUNT 970,24'. PRI.OR AMOUNT BI LTD 1!.763.1,6', TOTAL TAXES HARB, JOSEPH M EXEFiPTION/ABATEMENT THERESA E HARB PRIOR-AMOUNTS oY'ERQUE o.00 22 RALEIGH TAVERN LANE INTEREST 0 DD> NORTH ANDOVER MA 01845 AMOUNT DUE FEB 0:1 2600 970.24' EXHIBIT "A" The land in North Andover, Essex County, Massachusetts, together with the buildings thereon, shown as Lot 10 on a plan of "Raleigh Tavern Estates" Sheet 1, recorded with North District of Essex Registry of deeds as Plan #5913 , and bounded: SOUTHERLY: By Raleigh Tavern Lane (North) in two courses, 100 feet and 55 feet; EASTERLY: By Lot 11 on said plan, 280.72 feet; NORTHWESTERLY: by a stone wall by land now or formerly of Farr 279 . 52 feet; and WESTERLY: by a lot shown on said plan as owned by Old North Andover Realty Trust 199 . 65 feet. Containing 45, 073 square feet of land more or less according to said plan. Together with the right to use the ways as shown on said plan in common with others entitled thereto. Being the same premises conveyed to us by deed of James M. Beveridge and Sally R. Beveridge dated May 2 , 1977 and recorded in Essex North District Registry of Deeds at Book 1307 , Page 96. NORTH ANDOVER BOARD OF HEALTH AUTHORIZATION FOR SOIL TENS LOCATION ENGINEER TEL# PAID DATE TO PORT 22 Raleigh Tavern Lane Kirk Fitzpatrick 978-686-4200 Yes February 1,2000 Peter Parent Carlton, This is a repair and the Board of Health wants you to assess the weather and ground conditions and do the testing when it's appropriate in the best interests of the septic system. Call if you have any questions. Sandy FAX TO: Port Engineering, Carlton Brown Fax#: 978-465-0313 FROM: North Andover Board of Health, Sandy Starr Tel. # 978-688-9540 , January 5 , 2000 Board ofHealth 27 Charles Street | North Andover, 01845 | Dear Members o[The Board We, the undersigned, own property at 22 Raleigh Tavern Lane,North Andover. It is a single [bui]y home located iuD residential neighborhood. We have been living u1 this address for the past 2l years. The home in thirty years old and vvc are the subsequent owners. The original septic system was installed m1 the time the home was built (records show 1960\. We have had Diversified Engineering look at the myatoco as well uoI}ylcuooEnterprises Inc. Nci} Bo1oauu has pumped out this system once u year since vve purchased the property. Both have stated ii would not pass Title l/ because of the wet and saturated area surrounding the lnutchfield which is an | indication that the system iafailing. P[cuoe bo aware that several nf our neighbors have sold within the � past two years and have had tu replace their systems. lu the event o[u future sale of our home, p/ofeel | replacement of our system would bu inevitable,therefore, ne would like tu start the proceedings oa soon 4mpossible. / Due to the above-mentioned reasons, we request to be placed on the agenda for the next meeting � � scheduled for Thursday, January 27 m ot7:00pulto discuss seeking u variance on the local regulation pertaining to soil testing o|22 Raleigh Tavern Lane. Thank you iu advance for your consideration of our request. Sincerely, /oeromnu. umro JMfI:TEll cc: Peter Parent Diversified Engineering 1AN 6 0 pgi7NTW 41 a d` w ^• O e D Y a i x 146 MAIN STREET TEL. 688-9 540 "SSAcmus �jy NORTH ANDOVER, MASS. 01845 APPLICATION FOR SOIL TESTS DATE: LOCATION OF SOIL TESTS: Assessor's map & parcel number: gg!7 l� r� OWNER:_ TEL. NO.: &6%_�� ADDRESS: z L ,V e �Ik. 1 ellel_111� "e v1'> ENGINEER: 15 v� ce, TEL. NO.: ' rarp < CERTIFIED SOIL EVALUATOR: Intended use of land: residential subdivision, single family home, commercial THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1. Proof of land ownership (Tax bill, deed, or letter from owner permitting tests) 2. Plot plan 3. Fee of $175.00 per lot for new construction. This covers the two deep holes and two percolation tests required for each lot. Fee of $75.00 per lot for repairs or upgrades. GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Apr-26-00 07 : 23A Paul D. TUrb i de, PE/PL 978--465--031:3 P .02 i Apri 126, 2000 Sandra Starr North Andover board of Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 01 845 RE: Title gal review for 22 Raleigh Tavern Lane Dear Sandra, Enclosed find the "Checklist for North Andover Septic Systern Plans" for the above- mentioned site. The following is a list of all the `Problem' areas and deficiencies Fort Engineering has found. • The proposed impervious barrier is a 20-mil geo-membrane. North Andover requires a concrete retaining wall NA 9.02. (A local waiver will be required). • 'Distribution lines must be connected with solid pipe. NA 15.01 (Note that there is a request for local upgrade waiver to decrease separation of distance from bottom of leaching bed to estimated seasonal high water from 4' to 3'. In my opinion this is a reasonable request.) If you have any questions or comments please feel free to contact me. 1 Sincerely Carlton A. Brown, PE/PLS Raleigh22.doc Z/ PORT "t Civil Engincere 13ti I , Land Surveyors One Harris Street Newburyport,MA 01950 (978)465-8594