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HomeMy WebLinkAboutCorrespondence - 35 EVERGREEN DRIVE 1/21/1997 NEW ENGLAND ENGINEERING UEU L1 En W UnIM93N U/M SERVICES, INC. 33 Walker Rd. Suite 23 NORTH ANDOVER, MA 01845 DATE JOB NO. J ® / PRONE (508) 686-1768 FAX (508) 685-1099 ATTENTION R : TO E WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION e-ee-A 5e t THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval 1XI For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: _ If enclosures are not as noted,kindly notify us a6 nce. FORM 11 - SOIL EVALUATOR FORNI Page 1 of 3 Date: �,Z(6 q N0. r t r Commonwealth of Massachusetts Massachusetts it Suitabi mOs wag Dosal , no _c Date: � Performed By' � 1: m. : ... �a� v►./�. ... Witnessed By: Scx�. r A .. - r __ pwncr's N►mc,i�j/q,w� ��v9HG� //<Yi96�`'Let Location Address Of - Address,asrJ u � � �aer� �c�.�, Ds. 3.5 Pouf-ee.-t /lJ"ca'iA {`�,� Q�J&L, ✓Ylcy 1'cicphorx f N.. r euel AI tit slew construction El R ,fair El Office Review -- Q Published Soil Survey Avai_,�ble: No ❑ Yes Year Published Publication Scale Soil Map Unit i i Soil Limitations Drainage Glass ,, . ...... urficial Geologic Report Available: No Q Yes ❑ Year Published Publication Scale . (3eologic Material (Map Uni?) land form Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes `Vithin 500 year flood boundary No ❑Yes ❑ Within 100 year flood boundary No Dyes ❑ Wetland urea: National Wetland Inventory Map (map unit) ,7Jetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USES): Month Range :Above Normal [:]Normal ❑Belcw Normal ❑ Other. References Reviewed: I)EP APPROVED FORM, 12107195 FORM 11 - SOIY, EVALUATOR FORM Page 2 of 3 Location Address or Lot No. 3-;' C ou`4 teev Or. ti, f-�nc&t�a- On-site Review Deep Hole Number L7..F{, -L Date: �l�l�!"l Time: / r<30 Weather s°J��.�0 . Location (identify on site plan) Land Use aGU va - Slope M Surface Stones - Vegetation Landform Position on landscape (sketch on the back) - Distances from: Open Water Body > Zt'C) feet Drainage way �t feet Possible Wet Area 100, feet Property Line 116 _ feet Drinking Water Well feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones, Bounders, Consistency, % Grav )p. r" vc I P `J t e d 1 !� C� .M,eus s Vl�/ 't r en many Coke('Sc Hen ' -PROPOSED DISPOSAL AREA NOW A J1 ED AT EVERY Parent Material (geologic) [mil!c AI 7—i// _ DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: 3C2 r( �- DEP APPROVED FORM-12/07/95 FORM 11 - SOIL LVALUA,roR i,-ow i Page 3 of 3 Location Address or Lot No. 3S tvs,-ci r ub t>(,• N .Determination for easonal High Hater Table Method Used: ❑ Depth observed standing in observation hole - inches Vepth weeping from side of observation hole . _ inches epth to soil mottles 30" inches ❑ Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water Level Depth of Naturally 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? If not, what is the depth of naturally occurring pervious material? Certification I certify that on Alo,.t I qq_5- (date) I have passed the soil evaluator examination approved by the Department 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 Date �9 DET APPROVED FORM- 1;107195 NEW ENGLAND ENGINEERING SERVIC' ES _.w...w_.. .w_..._.. __............_.w.. .... _ . .. .._...._ I I _ ...._.__. .... ........__W... July 21, 1997 North Andover Board of Health Town.Hall Annex School St. - North Andover, MA 01845 Re: 35 Evergreen Drive Dear Mr. Chairman Please accept this letter as a request to be included on the July 24, 1997 Board of Health agenda for the above referenced septic system repair. The reason for the request is to consider the following: One local bylaw variance: 1. Reduction of separation distance between trenches from 10'to 6'. One local upgrade approval 1. Reduction of groundwater separation from 4'to 3'. I will be at your meeting to discuss these issues. Yours Truly, Benjamin C. Osgood, Jr. 3 WA L. ER t.1I. . X 2 _-- NORTI.1 DOVE , 0184.5 -- (508) -1768 Town of North Andover, Massachusetts Form No.s z 1 MORTI{ BOARD OF HEALTH ., o ,,..° ,ti 9 9 �7 H p t °• �Y��,'' DESIGN APPROVAL FOR } SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Y; I' Applicant d�t/ A //2MST2c6 - _ Test No. Site Location Reference Plans and Specs.�� ENGINEER DESIGN DATE i 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. (95 a NORTH ANDOVER BOARD OF HEALTH DESIGN REVIEW REPORT DATE .. /i .. FEE : °7 PERMIT # ._ DATE RECEIVED 4-�` ✓ >'Z APPLICANT � �7tlrU% % ��?`i'7µ%c MAP PARCEL ADDRESS U :' :>rc'c i J LOT # STREET ## 7 ' ENG. l„ C-) 2K- 6c) STREET ENGINEER' S ADD . PLAN DATE REV. DATE CONDITIONS OF APPROVAL APPROVED DISAPPROVED REASONS FOR DISAPPROVAL : kk t5 A-16 661Z, e-1060 opZ (3 lc,� c/vk, A5"' ,�A,96 A-)o ,.1) e U-5 3 lea C.✓�✓ /�j .C 4. r Aj a C S f Town of orth Andover f p40RTH OFFICE OF �?o°`, • A/°L COMMUNITY SERVICES p 30 School Street North Andover,Massachusetts 01845 1,9SSgC,HUS���y WILLIAM J. SCOTT Director September 12, 1997 New England Engineering 33 Walker Road North Andover, NIA 01845 Re: 3 5 Evergreen Drive Dear Ben: This is to inform you that the proposed plans for the site referenced above have been disapproved for the following reasons: No stamp. (3 10 CNIR 15.220(2)) No soil logs or forms. (3 10 CNIR 15.220(4)(h)&j) No locus. (310 CMR 15.220(4)(t) No map & parcel. (N.A.8,02(a)) Missing perc elevations. (N.A. 8.02(n)) No distances shown on site plan. (3 10 CNM 15.220(4)(e)) Insufficient leaching. (3 10 CNIR 15.203) Pump specs incomplete. (Note 2 et.al.) Please calculate emergency storage. (310 CNM 15.220(4)(r) What is TDH? (3 10 CMR 15.220(4)(r)) Please supply full existing & proposed floor plans for dwelling. If new plans satisfactorily addressing all the following issues are submitted to the Health Department by September 19"' then approval for the plans should be given by September 26`x' CONSERVATION 688-9530 TTFALTH 688-9540 PLANNING 688-9535 Page 2 3 5 Evergreen Drive September 12, 1997 If you have any questions, please do not hesitate to call the Board of Health Office at the number below. Sincerely, z Sandra Starr, R.S. Health Administrator SS/cjp cc: William Scott, Director, MCD Donna Armstrong File NEW ENGLAND ENGINEERING N September 29, 1997 Sandra Starr, Health Administrator North Andover Board of Health 30 School Street North Andover, MA 01 845 Re: 35 Evergreen Drive Dear Sandra: Enclosed are three copies of revised plans for the replacement septic system design for 35 Evergreen Drive along with the soil evaluator sheets and a 25 dollar fee for the re-review. All of the changes issues of your letter were addressed plus a few other items that I found were corrected. I apologize for submitting such an incomplete plan, somehow I sent you three progress prints. Most of the items were already taken care of on the completed plans that you did not have. The items that were flagged in your letter that were changed are as follows. 1. The plans are stamped. 2. The soil logs are on the plans and the forms are enclosed. 3. The locus map has been added to the plan. 4. The snap and parcel numbers have been added to the plans. 5. The perc elevation has been added. 6. The distances have been added to the site plan. 7. The leaching area has been increased by increasing the trench length to 62 feet. 8. The pump specs have been completed. 9. The emergency storage calculations are on the plans. 10. The TDH has been added to the pump notes. 33 WALKER RD, -- SUITE 2 .... N OR I-1...1 D(�� V , MA 01845 --- (508) 686-1768 PAGE 2 Other items that were changed are as follows: 1. A retaining wall was added around the existing garage so it will not have to be moved. 2. A poly barrier has been added along one side of the leach area. This barrier is 10 feet from the system and it has a 2:1 slope on the back side. This item was discussed at the Board of Health meeting in August and was approved by the Board at that time. 3. A note stating that the local upgrade approvals and the local variance were approved. This should take care of all of the items except for the house plans for the addition. The plans will be delivered under separate cover by the owner. If you have any questions please do not hesitate to call. Yours Truly, Benjamin C. Osgood, . EIT enclosures Town of ort Andover °I No oTM -1 COMMUNITY OFFICE OF DEVELOPMENT SERVICE �2 b,° °L 30 School Street * 1 North Andover,Massachusetts 01845 '�.1 17 DA WILLIAM J. SCOTT SA CH usf- � Director October 7, 1997 Ben Osgood, Jr. New England Engineering 33 Walker Road North Andover, MA 01845 RE: 35 Evergreen Drive Dear Ben: This letter is to inform you that the proposed septic plans for 35 Evergreen Drive have been approved. If you have any questions, please do not hesitate to call the Board of Health office at the number below. Sincerely, Sandra Starr, R.S. Health Administrator cc: Wm. Scott, Dir. CD&S Donna Armstrong File /70NgFPVA70'KT rMOS10 T,?FAT.TI-T :cM954n PT ANT\TMC FRS-9535 FORM U r.OT RELF-ASg FORM INSTRUCTIONS: This form rm is used to verify have been obtained from Boards and Y that all landowner ecessary caner from com This does not�relle�e is having jurisdic regulations or zomplianc tslth any applicabltee applicant and ®ion local or state/law ****************Applicant fil is out a APPLICANT: this section***************** LOCATION: Assessors i� Phone j" s Map Number v Subdivision Parcel Street �S� ^ Lot(s) i ***p St. Number U � C *"Official Use —�--- .0 DA�O g OF Zp` C` Onl ********************** 1S j Conservation Administrator Date '1 Approved Comments D Date Rejected Town Planner Date Approved Comments Date Rejected i ,/ FO°d InspeCtOr_Health Date Approved Date Rejected Septic Inspector- s Health Date Approved Comments Date Rejected Public Works - sewer /water connections - - driveway permit Fire Department Received by Building Inspector Date PLAN REVIEW CHECKLIST =RESS 4 't al - ENGINEER 3ENERAL 3 COPIES "`" STAMP LOCUS, NORTH ARROW ,. SCALE '_ONTOURS PROFILE °`r ( Sc ) SECTION t.° BENCHMARK e-�"`� SOIL & k 'EROS ELEVATIONS-A° WETS . DISCLAIMER t," WELLS & WETS °� a JATERSHED? d DRIVEWAY WATER LINE—— FDN DRAIN M&P. _ 3CH40 u-` TESTS CURRENT? SOIL EVAL SEPTIC TANK IIN 150OG L/' . 17 INVERT DROP / GARB . GRINDER�( 2 comps +200 ) 10 ' TO FDN MANHOLE ELEV GW # COMPS . / GB D-BOX SIZE 7# LINES_ i FIRST 2 ' LEVEL STATEMENT ? INLET - OUTLET _ ( 2" OR . 17 FT) TEE REQ ' D? 6/<,,. LEACHING MIN 440 GPD? � RESERVE AREA­ 4 ' FROM PRIMARY ) � 26 SLOPE '..,,,. 100 ' TO WETLANDS _­' 100 ' TO WELLS 4 ' TO S .H . G� ( 5 >2M/IN ) 20 ' TO END & INTRCPTR DRAINS '­".­ 400 ' TO SURFACE H2O SUPP I ' PERM . SOIL BELOW FACILITY MIN 12" COVER --'- FILL? m`` ( 15 ' ) BREAKOUT MET? TRENCHES MIN 440 gpd SLOPE (min . 005 or 6"/1001 )ZpSIDEWALL DIST . 3X EFF . W OR D (MIN 6 ' ) RESER�IF BETWEEN TRENCHES?Z� IN FILL? MUST (� �, BE 10 MIN . ""1� E 4" PEA STONE . � VENT? -'"" � ( >3 ' COVER; LINES >50 ' ) BOT + SIDE X LDNG TOT;.i ( L x W x # ) (DxLx2x# ) (G/ft2 ) :ap Yr i9 rlt J 1996 by 8.L. 5l0 rr PITS MIN 440 LEACHING MIN 1 ( 13 ' x16 ' ) PIT MANHOLE/PIT GW MIN 4 ' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE BOT + SIDE x LOAD = TOTAL ( L x W x #k) ( 2x( L+W)xD x #k) (G/ft2) CHAMBERS MIN 440 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT MANHOLES 12"-48" STONE SPLASH PADS SLOPE . 005 BED/TRENCH (Bed max. 60 ' X 60 ' ) MIN 13 ' X 16 ' PIT BOT + SIDE X LOAD = TOTAL ( L x W x ##) ( 2 x ( L+W)xD x ##) (G/ft2 ) FIELDS MIN 440 GPD 900 ft2 BED GW MIN 4 ' BELOW BOTTOM OF FIELD PIPE ENDS JOINED? 4" PEA STONE? DIST LINE SLOPE . 005? >31COVER-VENT SCH 40 MIN 12" COVER RATE ( X ) X = TOTAL L W LDG DOSING TANKS AND PUMPS DIMENSIONS X X = PUMP CAPACITY gPm L W D Vol . DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME gPm MANHOLES TO GRADE �°� ALARM SEP . CIRC . L,-' GW (Min. l ' below inlet) HWL ?`- P LWL932/ CHECK VALVE /-� BLEEDER HOLE MANUAL OP . SWITCH!' ENUF STORAGE? TDH WEIGHTED? Copyright © 1996 by S.L. Starr t Form No.4 Town of North Andover, Massachusetts BOARD OF HEALTH February 1019 98 CERTIFICATE OF COMPLIANCE This is to certify that the Individual Soil Absorption Sewage Disposal System constructed ( ) or repaired (x ) by Philip A. Busby, Jr . INSTALLER at 35 Evergreen Drive, North Andover, MA 01845 SITE LOCATION has been installed in accordance with Board of Health Regulations as described in the Design _ Approval Site System Permit No. 965 dated 10/7/97 19 The issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. � 4i't ' BOARD OF AL i ,t _ Town of North Andover, Massachusetts Form No. 1 F r1ORTH q BOARD OF HEALTH (� r+- `jt` '` ot`EO X64 416 1 ,--- � 1 9 1 9 q �R�RATEOVPP�`y�y APPLICATION FOR SITE TESTING/INSPECTION �SSACHUS�� Applicant NAME ADDRESS J TELEPHONE Site Location 11U4 �y Engineer COS I ADDRESS TELEPHONE Test/Inspection Date and Time CHAIRMAN, BOARD OF HEALTH Fee Test No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. -\LL : . . . . . -- - - : 6' -- - Q:_� . - _ — -- -- -- _ TI- Al - �. It_. SEPTIC PLAN SUBMITTALS LOCATION: . NEW PLANS: YES $60.00/Plan REVISED PLAN YES $25.00/Plan DATE: �� 7 DESIGN ENGINEER: �� When the submission is all in place, route to the Health Secretary SEPTIC PLAN SUBMITTALS LOCATION: NEW PLANS: YES $60.00/Plan -/ REVISED PLANS: YES $25.00/Pla.n DATE: �lr� �— DESIGN ENGINEER: 0 , When the submission is all in place, route to the Health Secretary