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Home My WebLink AboutMiscellaneous - 22 RALEIGH TAVERN LANE 8/24/2015 (5) i I MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS 0 LAND SURVEYORS 0 PLANNERS 66 PARK STREET•ANDOVER,MASSACHUSETTS 01810•TEL(978)475-3555,373-5721 •FAX(978)475-1448•E-MAIL:merreng @aol.aom I i April 13, 2000 Mr. Gayton Osgood, Chairman Town of North Andover Board of Health 27 Charles Street North Andover, MA 01845 y RE: 22 Raleigh Tavern Lane - Sewage Disposal System Upgrade Dear Mr. Chairman and Members of the Board: Please find attached soil evaluation data by Diversified Civil Engineering and Particle Size Analysis performed by Geotechnical Services, inc. for soils taken from the above referenced site. Our office has been retained to complete the sewage disposal upgrade design for the site. On behalf of our client, Joseph and Theresa Harb, we hereby request a Variance from 31OCMR 15.104(4)to allow the use of the Particle Size Analysis to determine a percolation rate instead of the required percolation test per area. The Particle Size Analysis determined the soil type to be sandy loam, a Class II soil, as such we propose to use an effluent loading rate of 0,33 gpd/s.f. We request this mater be placed on the Board of Health Agenda for April 27, 2000 for consideration of this Variance request. A representative from Merrimack Engineering Services will be present to answer any questions you may have. We thank you for your consideration of this matter. Very truly yours, MERRIMACK ENGINEERING SERVICES C'a' William Dufresne ' Project Manager cd Att. (2) cc: Mr. Joseph Harb �` . 1 l PARTICLE SIZE DISTRIBUTION TEST REPORT 4s (d f P 104 ,�'"� i 84 ? If Ul I I i I t I i r r 1 r 1 i i In50 'il 40 if o JiI ii I r ' II !I Li I 14 t I I t , 01 1 504 100 10 1 0.1 0.01 01001 GRAIN SIZE-mm 8„ %GRAVEL %SAND %FINE$ CA& FpVE CR3. I MEDIUM DINE SILT ' j77Y 0.4 0.0 20.7 23.8 8.9 18.7 ' 20.2 SIEVE PERCENT OPEC.* PASS? 5011 Ce9criottorl SIZE FINER PERCENT (X--NO) coarse to find SAND,some Gravel,some Silt,trace clay. 6 in. 100.0 USDA Clasifrcation-Sandy loam 2 in . 100.0 1.5 in. 100.0 Atterberst Limits I in. 100.0 pLa LL= AI= .75 in i 0 Q .3.5 in. 00.0 C22mcients #4 79.3 Dgg= 5.73 ' 0060: 2.57 Drop= (1-618 #8 58.1 D310= 0.0880 t7�fi� 0.0176 D10� i i.0097 #10 55.3 Gu= 266.22 CC- 0.31 #16 53.6 Classification 11 p 46,6 USCS= SM AASHTO- A-2-4t 0} #200 2 g gqmmrks 0270 23.7 No specification given. " (no wolficadan pmvwcd) Semple No.: [x173.00 Source of Sample: 22 Raleigh Thooen Rd, Date: 310100 Location: N.Andover MA Elev,inepth; Client: Diversified Civil Engineering GEQTECWNICAL SERVICES, INC. Project: tlarb Pro ect No: 200203 Plate a ' !1 FORM 11 . SOIL EVALUATOR FORM Page Z or 3 No. 001n>3 i Da!e: 2 Commonwealth of Massachusetts Massachusetts Soil Suitaiility Assessment iar On-site :Sewage Di,> ma-al .. Performed By-, _.......��..cr.�c�...... .��...�.-r.�. ��..,;,,... . ......... Date: WitnessedBy. l..�sr�, ,.r �...... .z ,�, t,,x.�...T"cc ... ,.rts � �. -,� ....�..- ............................. ....._.....M, ZZ ZZ iZI°�C�yN 7/avr . i New Construction' ❑ Repair 17a Office Review Published Soil Survey Available: No ❑ Yes Year published l.`�' .1.... Publication Scale 1 .,.. Soil Map l Tnit . .. M�G1—n P f1cL�/ Arainage Cla<s wsu Soil Limitations rP.. .�..er...540...,......r Surfcial Geologic Report Available: No ❑ Yes C Year Published , .. Publication Scale ...w:.� Geologic Material (Map Unit) ............................................... ......................................................... __......,..._ Landform .,�.......Cx" E3�.,.,.......,�......._.C........... ..,.. ,...J...............�r..... Flood Insur=c: Rate Map: ��_ � "' v. �i . �� Above Soo year flood boundary No ❑Yes Within Soo year flood boundary No Oyes Cl Within 100 year flood boundary No Byes Cl Wetland Area: National Wetland Inventory Map(map unit) -- �w•••••_W�. - ............,.. Wetlands Convaney Program Map(map unit sor Current WaterResource Gorditions(USGS� Month - r- R.ange :Above Normal ❑Normal ❑Bo1cw Normal ❑ : Other References Reviewed; D97 APPROVED FORM-17107nS FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. On-dte Review Deep Hole Number Date: /p•�> Time; -Aw+ Weather : u•,.._,y r3 " . Location (identify on site plan) +. ir �tr+ ..,..: r.Rfl..^........ w w..,...,,:,.w,..... Land Use Slope M 3%o Surface Stones Vegetation tzH .. .,..:...... . . Landform ,:.... .� �� Position on landscape' (sketch on the back) ,xir /xT'r094J1d' Distances from: Open Water Body Ad119 feet Drainage way t5x>4' feet Possible Wet Area ...50-t feet Property Line .. feel Drinking Water Well .N.111 feet Other DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Othf r Surface tlnches) (USDA) (Munsepl Monling (Structure,Stones,G�ur!1)rs, Consistency, 'a 1,AIrr+7,a 6 L,,--y&C> ill a'�r Hoilr �tvY �•�')f a r.-v,RM MASS�ve;, ��z��'� Dgp;hWBedrock- Parent Material(geoiogic) �l t..L — Oe th t Groundwater Staru!'inp Water in the Hale:_ l�� weeping from Pit Face: Estimated Seasonal High Ground Water: DEP APFROVED TOMI.12107195 FORM 11 - SOIL LVA',UATOR FOR.N, Page 3 or 3 Location Address or Lot No, X1,1 /4vgrr,� Determination ,for Seasonal HisMager T bTe Method Used: ❑ Depth observed standing in bbservation hole inches 9 Depth weeping from side of observation hole.... .. inches 21 Depth to soil mottles ..4..., inches ❑ Ground water feet Index Well Number .................. Reading Date Index well level .___ Adjustment factor ................... Adjusted ground water level ................... .......... i i Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material .exi 3t in all areas observed throughout the area proposed for the soil absorption systeri? , If not, what is the depth of naturally occurring pervious material? Certification I certify that on (date) I have passed the soil evaluato examination approved by the De art ant of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise acid experience described in 310 CMR 15.017. Signature „ -� Date PX?AYPI ilm TOMS•)VOU115 FORM 11 - SOIL EVAI VATOR FORM Page I or 3 No. Date: 3 f3 cam - Commonwealth of Massachusetts �.✓. �,b�,,, . Massachusetts So -1 SuitabilityWAssessment for Qn-site :Sewage iii s sal Performed By: ...... .......... Date: WitnessedBy: .....,.. . ....,:! ��a, .T.�...,... ' + ...... s�., � r ....- ......... ..........................._.... - U...Aft.a l�� /�-e°J L L�1 y fI ew Construction ❑ Repair Once Review Published Soil Survev Available: No ❑ Yes Year Published 1.5' L,,. Publication Scale 1' ;584.01... Soil ?eta? Unit 41 . .... Drainage Glass wrz, Q • Soil Limitations ML/�3 .T'+....TJ�R�+An�.y..S1�Qh-d...... i?>/�PS'r�4JT ........_.. 5urf,tial Geologic Report Available:No ❑ Yes ❑ Yeas Published Publication Scale .... . GeologicMaterial Nzp Lnit ............................................................................................................. ......��......�,.� ...................................................................._...................._._....._.....,. Flood Insurance Rate Map: �'�'' Above 500 year flood boundary No ❑Yes 21 x Within Soo year flood boundary No , Yes ❑ Within 100 year flood boundary No Byes ❑ Wetland .Area: - (map unit -..._,_..W._.............. ........ ......,_........_... Nations! Wetland Inventory Map ) ••--�--------�- Wetlands Conservancy PrOFM MaP (map unit) .... .. .r......,..�..�..�.__..._.............��.�.._.__--- Current Water Resource Conditions(USGS): Month �.W. Range:Above Normal []Normal ❑Belcw Normal ❑ ether References Reviewed: --�—'— CET AMOvdD FORM•12107 195 FORM 11 - SOIL EVALUATOR FORM Page2of3 Location Address or Lot No. ZZ, ��L-�(c�H T�►1/f�, � �? �n'site Review Deep Hole Numberr." A Date:�'�fz�/�?v Time:.,'?,Y 'f;'r~. Weather Location (identify on site plant -,,(^Tt�4trttrl� � Lend Use Slope Z!: Surface Stones vegetation Z/R.�,`�...., M .. . . �.......w... ....M. . . . . . Landform ,..:.., it2.;Z✓�/N•.Re.... Position on landscape (sketch on the beck) -,$ /4TTAGIIiE� -� -7ZN. Distances from: Open Water 60dy iv/A feet Drainage way Sw'� feet Possible Wet Area feet Property Line feet Drinking Water Well :A11A feet . Other DEEP OBSERVATION HOLE LOG° Depth from Soil Norizon Soil Ceziure $oA Color Soil Othtr Surface(inches) (USDA) (Mllnaell) Mottling {Structure,Scones, avl'Iters.Consistenov. 90 1(-A— Cam- 9[�`' G sA�4� s-.r` M� 4 y �� —�� DeptMoSedrock:� 1�i r Parent Material(9e0togicl� _ ,,-,�� De th o GrQu water: Standing Water in the Hole: Weeping from Pit Facet Estimated Seasonal High Ground Water: DEP ATPROVSD FOMI•14/87195 FORM 1I • SOIL EVALUATOR IFORl11 Nge2of3 Location Address or Lot No. AveW�-+ 70:1 On-site Review Hole Number"_h.w :A Date; ` ��"� Time:.:`�-/.S/9M Weather �ua..,.�y. 3Z"• Deep '• � Location (identify on site plan) . - '►'T/ c'► . ..S't� t"�N..,"...:. w`.� '..°..,"".:..... Land Use '% Slope M . . .. Surface Stones Vegetation _: 7Z I <��;:. ::.. .v.. „:....... ....a ...w..... ...,.. Landform Position on landscape {sketch on the back} Distances from: Open Water Body A-//"R feet Drainage way feet Possible Wet Area .aCr'f. feet Property Line .50:!- feet Drinking Water Well Ju.IA feet Other DEEP OBSERVATION HOLE LOO _rH - ZeS • Otnet Depth from Soil Horizon Soil 1'ezture Soil Color Soil Surface(inches) (USDA) IMunseli) Mottling (structure,Stonea,Gavltkrs, Consistency, 5rft+mF ; Q r IL L, A1ZZA r ft.-+cay /''lA`yS,vQ� >t MAC5LXJ LvAM Depthto8edtock:_ IVQIIr r Parent Materiel Igeoloyici Weeping from Pit Fees: Depth IQ tt Groff undwater. Standing Water in the Hole: l rr Estimated Seasonal High Ground Water: 1 N° UFA AppROVED FORM-17,071lS FORM 11 ® SOIL EVA,XATOR FORS Page 3 of 3 Location Address or Lot No. 7-7— ��E-��,;� 7Av�� -w-•: Determination ,for Seasonal H hat`er.7'able Method Used; ❑ Depth observed standing in observation hole.................. inches ❑ Depth weeping from side of observation hole.......... ..... inches Depth to soil mottles .a _ inches ❑ Ground water adjustment feet Index Well Number ............•..... Reading Date ................. Index well level .;.•,,.._., Adjustment factor ,................. Adjusted ground water level .......,..._.......... ............ ................ Depth of Naturally Occurrina Pervious Material Does at least four feet of naturally occurring pervious material e4',t in all areas observed throughout the area proposed for the soil absorption systeri? 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 art ent of Environmental Protection and that the a )ove analysis I performed by me consistent with the required training, expertise ar d experience described In 310 CMR 1 5,017, Signature 1 Date / _ DEF APPR01'RD FORM-17/07191 v MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 66 PARK STREET•ANDOVER,MASSACHUSETTS 01810•TEL(978)475-3555,373-5721 •FAX(978)475-1448•E-MAIL:merreng @aol.com April 13, 2000 Mr. Gayton Osgood, Chairman Town of North Andover Board of Health 27 Charles Street North Andover, MA 01845 RE: 22 Raleigh Tavern Lane - Sewage Disposal System Upgrade Dear Mr. Chairman and Members of the Board: Please find attached soil evaluation data by Diversified Civil Engineering and Particle Size Analysis performed by Geotechnical Services, inc. for soils taken from the above referenced site. Our office has been retained to complete the sewage disposal upgrade design for the site. On behalf of our client, Joseph and Theresa Harb, we hereby request a Variance from 310CMR 15.104(4)to allow the use of the Particle Size Analysis to determine a percolation rate instead of the required percolation test per area. The Particle Size Analysis determined the soil type to be sandy loam, a Class II soil, as such we propose to use an effluent loading rate of 0.33 gpd/s.f. We request this mater be placed on the Board of Health Agenda for April 27, 2000 for consideration of this Variance request. A representative from Merrimack Engineering Services will be present to answer any questions you may have. We thank you for your consideration of this matter. Very truly yours, MERRIMACK ENGINEERING SERVICES LDa"k�-�:� William Dufresne Project Manager cd Att. (2) cc: Mr. Joseph Harb SEPTIC PLAN SUBMITTAL FORM LOCATION: " - NEW PLANS: S $125.00/Plan REVISED PLANS: YES $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: NO f DATE: ' DESIGN ENGINEER.: DATE TO CONSULTANT: *If you want your plans expedited, please submit four plans and included a stamped envelope with the correct amount of postage to mail plans to Port Engineering. When the submission is all in place,route to the Health Secretary. i r,,.f Lot /#10 fwwleigh T,.�vern 1`�d. 0-f"f Ste ;'v Osgoo(i healty 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 110 Rawlpj,r;ht Tavern R'd 0 1 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 2961. 1 will install a con- crete septic tank of 1000 in size. A manhole (s) permitting easy cleaning will be provided with removable cover (a) 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 314 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 1/81, to 1/411 (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 the 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 ins action 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. DATE Signature of Health Agent I have inspected the uncovered system indicated above and find everything done as described. DATE Signature ofPQn pecting Officer Percolation Test 6 min c)oil.: (Jay_ Garbage Grinder BOARD OF HEALTH TOWN OF NORTH ANDOVER, MASS. IV s"c 1. NAME A 19,1114, VI)III'�'ll..c..., ,_,—i?""� ,.e�.."" ,e . , .. DATE OT O 2. ADDRESS TEL. �,t. , 3. N0. OF BEDROOMS � � .� DEN YES NO 4. GARBAGE GRINDER YES NO 5. SHOW DIMENSIONS OF HOUSE 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES ?. SHOW DIMENSIONS OF LOT 8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL q. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM 10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC. 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY. BOARD OF HEALTH OF NORTH ANDOVER ) MASSACHUSETTS SEWAGE DISPOSAL DATE NAME OF APPLICANT U;Lel, , ,; LOCATION �. .w.. , �...... r° Address '° f 'ot no, BUILDING: Dwelling 4 Other SYSTEM: New Repair GENERAL DESCRIPTION OF LAND _._ °.w° SUBSOIL: Clay ,; . Gravel Sand PERCOLATION TEST minutes per inch. MINIMUM INSTALLATION RECOMMENDATIONS CONCRETE SEPTIC TANK ®gallon capacity. LEACH FIELD L,,.µL lineal feet of drain pipe. illiam 4H�eah 11, Engineer, Board of 1 I I 1 r TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The qRdersigned hereby certify that the Sewage Disposal System ( ) constructed; ( repaired: located at was installed in conformance with the North Andover Board of Health approved plan, System Design Permit # dated C/�' -- 7— Jo-o with an approved design flow of gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310 CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As-built which has been submitted to the Board of Health. Bed inspection date: Engineer ep sentative Final inspection d e: Engineer Re resentative Installer: Lic.#: Date: 7, Design Engineer: ytA--, Date: . �rw