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Home My WebLink AboutMiscellaneous - 39 HAWKINS LANE 1/4/2016 (4) of NO YH TO'Wn of .1 2oMilin stru(I S North NORTH ANDOVER Nliv"mlmsclls 1845 BUILDING DIVISION()F 17)(i85 4775 CONSI-1 WATION HFAL 11.1A 111'ANNING PLANNING & COMMUNITY DEVELOPMENT KAREN 11.1). NE"LSON, DIRECTOH February 20 1987 Planning Board rep Hawkins Lane My main concerns for this project are to prevent erosion from silting up the stream and that the proposed culvert be properly designed 8o as to prevent flooding. Sincerely Inspector Board of 46'alth mglgc i Page 1 l No....................................... date............................ Commonwealth f assachus IV&yl , Massachusetts &Y Suitability A al PerformedBy: ........2......... G4: .:...................I.............. witnessedBY: 'x�.� ._� ��,H�w.n.....:.... r .�.:.,.......�.........:M M � �. .�. ..........•...... ..-...................................°......(.�/........{.�./...... �.... A...(,.......... q.,......... ....,.,..�................................................./.... .. �.............................................. tam"Add=it 1 /�/ J ! Y�n✓i✓'o//J tc4- a.°s°.r OW-,NW, Lot/ W WMS.wf A Vo-A New Construction Repair ❑ ffice Reyiew - Published Soil Survey Available: No 0 Yes .Year Published .1fg. Publication Scale ..,1 10TY0 Soil Map Unit. { Drainage Class ..... Soil Limitations .? Surficial Geologic Report Available: No Lam' Yes ❑ Year Published ................... Publication Scale ............•..... GeologicMaterial (Map Unit).......................................................................................................................................................... Landform ................................................................................................................................................................................................................... Flood Insurance Rate Map: 2�5-0 ° 1 F 00-15; C OA7 `D z�5 Above 500 year flood boundary No ❑ Yes Within 500 year flood boundary No Yes ❑ Within 100 year flood boundary No Ly-' Yes ❑ 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: S(r S" ✓/ I trool n - SOIL RV I I Deep Hole Number.11-4... Date:., � `lima: l(..'° c Weather ..5ki k ..° Location (identify on Bits glen) ......... _.,..._............... .... .....�.._�_�.._....�� .. ....__ fiend Use r ;(. _� �. Slope M Surface Stones .... ...._.�� ....... �. VeOetedon . �, �....�r' . .�.. ��.N.............r.....................,..................�...�........ �..._�_�.�.........._ Latidform ....... position on landsoape(sketch an the back) ,. � ��_�� .?� �.. ._.,..:........w_................ Distanoas from: ° Open Water Body Z.-!Oz.. feet fkalna98 way_. ! ' feet, c Possible Wet Area feet Property Una '•. feet Drinking Water Well '" '`.. feet Other ..........•........................ DEEP 43'BSBRVX710N ROLE WG OaPth�tidew boa itoriron B�WSQA) Gokx bail IAotttk�p (6tftibtilr►� �! w /Cl&�l� e • a � � Z,SY5I,1 �' A,4"fS �- ......... Depth to fledrook: ��`••�' Parent Material(080109101 L... ... ._. ._..._....�....._...................... neoth to Groundwete • Standing Water in the Hole: ° " Weeping from Pit Face: ...... a Estimated Seasonal High Ground Water: .. z' i VORhi 11 SOIL EVALUATOR 'age 2 r 1 Deep Hole Number ._�. Oete:. �°" Time:ll..:'"'' ' Weather 5�.......�. ' Looetlon lldendfV on site pianl ........... ..............._...._._.._.......... ...........__.� Lund Use f-�r.� r .�� w. Slope (�1 °. Surface Stonee .... «_ _. ......___ vegetation �r.. ry� � ............r......................................�...w��......��.._a ....�...�_ �dform• �... .mil position on landsoape(sketch an the back( �.�.� � ! ;,� .... . ..............�»�..� ........��.. .�w.._��. Distance$from: Open Water 8odV Z10-2'.. feet Drainage waV-.. A feet, Poeslble Wat Area k'LP.>.- feet Property Una..` � feet Drinking Water Wall 'b `.. toot Other..................................... WMt►tf `urfaa sou iiortwn $OatUSpA!® Bap Mottun0 fe o'l u`, to Z-Y � C� , S 5 r /y Parent Material(poolopici ........................... .. Depth to Bedrock: ��•� ° heoth tQ Groundw tor. Standing Water in the Hole: I-1A'!' —Weeping from Pit Face: ................... j Estimated Seaeonal Nigh Ground Water: .. `"�'� i FORM 11 - SOIL EVALUMR Page 3 W Method Used_. Depth observed standing In observation hole.... Inches Depth weeping from side of observation hole..,...r. Inches Depth to soil mottles & Inches Ground water adjustment feet Index Wall Reading.Date Index well level Adjustment factor Adjusted ground water level ngnth of Naturally Orring PervlaLS Material Does at least four feet of naturally occurring pervious material exist in.ell areas + observed throughout the area proposed for the soil absorption system? -� If not, what is the'deptii of naturally occurring pervious material? certify that on _ (date) I have passed the 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 16.017. t Signature .� Date `�' ' . SEPTIC PLAN SUBMITTAL LOCATION: LfC r2 w � � NEW PLANS: ryW $125.00/Plan ✓ I�� REVISED PLANS: YES $ 60.00/Plan i SITE EVALUATION FORMS INCLUDED: NO DATE: DESIGN ENGINEER: FZf21r� c 1/ ('�u F�L Eli ' 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 submissionn is all in place,route to the Health Secretary. i i �,dRRW Town Of North Andover d�,�t4eo ;aAh"4 3� �� ° Community Development & .Services William J. Scott d Director 27 Charles Street (978) 688-9531 North Andover, Massachusetts 01845 ACHUS�'�ay I Fax 978-688-9542 I i Board of Appeals July 19, 2000 (978)688-9541 Building Bill Dufresne Department Merrimack Engineering (978) 688-9545 66 Park Street Andover,MA 01810 Conservation Department (978) 688-9530 Re: 39 Hawkins Lane Health Department Dear Bill: (978)688-9540 This is to inform you that the revised septic system plans dated 6/8/00 for the site Public Health referenced above has been approved for new construction for a maximum of nine Nurse 9 rooms. (978)688-9543 If you have any questions,please do not hesitate to call the Board of Health Planning Department Office at 978-688-9540. (978)688-9535 Sincerely, Sandra Starr,R.S., C.H.O. Health Director SS/smc cc: Scott File 1 Jun-07-00 0L3: 32P Pau-1 D. Tuv^bide, PE/PL 978-465-0313 P.04 i June 7, 2000 1 i Sandra Starr North.Andover Board of Health Administrator Office of Community Development and Services 30 School St. North Andover, MA 01845 RE: Title V second review for 39 Hawkins Lane Dear Sandra, ('This review is of design plans with revision date of 5/16/2000 in which the leaching bed has been changed from two trenches to three trenches.) Enclosed find the"Checklist for North Andover Septic System Plans" for the above- mentioned site. The following is a list of all the `Problem' areas and deficiencies fort Engineering has found. o The actual observed estimated seasonal high water elevation must be adjusted for the high point of the leaching bed. The high point of Trench#I is 124,5'. An ESHW at 104 inches gives an elevation of ESHW of 115.8'. The bottom of system must be 4 feet above or at elevation 11.9.8'. The design plans show the elevation of bottom of Trench#I to be 117'. Thus'Trench 41 must be raised 2.8 feet. In like manner,Trench#2 must be raised by 0.3 feet. Trench 43 is adequately graded_ (Note that as designed, the final grade over"Trench#1 is 120.5', yet the grade of the proposed parking area only a foot away is shown as 124', or a 3.5 foot rise in only one foot of run.) If you have any questions or comments please feel free to contact us. Sincerely, PORT �;4 G'l I IIU Carlton A. gown, PE/PL,S Hawkins39b.doc Civil Engineers& Land Surveyors One,Harris Street Newburyport,91A 01950 (978)465-8594 i I I j BOARD OF HEALTH TEL. 688-9540 ANDOVER,NORTH 1 APPLICATION FOR OIL TESTS 1 . 1 DATE: 6"°� 1 LOCATION OF SOIL TESTS: Assessor's map & parcel number o e. OWNER: 1-A25 h2cli l„ yi TEL. NO.: w- ? Vic° a -ow Vic. i ADDRESS:_ ° _ � :� f a o ENGINEER: TEL. NO.: ,4`75 - 5 5- i CERTIFIED SOIL EVALUATOR: aiLL, Intended use of land: residential subdivision, single family home, commer ial Repair testing Undeveloped lot testing N. A. Conservation Commission Approval: k — a�V 'I 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 JU-6._0Q per lot for DM construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$Z5.00 per lot for reDaiirs or uggrades. GENERAL INFORMATION i 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 [':3 2 4 ; ITLAMI ---------- COMPENS ORY WETLAND A LOT 5 16110(7t SY. 104 —385.53— -------------- fill TP'14 4l ti\1 P—mm commm 11 COMMON DRIVE EASEMENT 71 LOT 4 OBSERVATION HOLES 112 TP# 12 TP#13 112 TP#14 2,5' 1 108 MERRIMACK ENGINEERING ERVI SERVICES INC. Engineers @ Surveyors @ Planners 66 Park Street ANDOVER, MASSACHUSETTS 01810 DATE JOB NO. (508) 475°3555 ATTENTION Fax (508) 475.1448 TO �7 �y ` JIB.!VIC Z/ RE. r" 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 THESE ARE TRANSMITTED as checked below: FOr approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ 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 e . AVJP .. 01 I '� W SIGNED: If enclosures are not as noted,kindly notify us at once. Mar-23-00 01 : 31P Paul D. Turbid , PE/PL 978--465-0313 Pa01 Eacsimile Cover Sheet To: SANDRA STARR I j i Company: Phone: 7 From: Carlton A. Brown Company: Port Engineering Associates, Inca Phone: ( 7 ) 94 Fax: (978) 465-0313 Date ® , Pages Including i Cover Page: 3 Comments: Sandy, Enclosed are results of soil evaluation on Lot S, 39 T-Taw wins Lane Thanks, Carlton Mar--23-00 01 : 32P Paul D. Tur^bide , PE PL 978-465-0313 P . 0 I I l � I 1 ; I _ , j I r , Q L ` I I I I ZT VC -.. -- - 4& CA 4 .r May--23-00 01 : 32P Paul D. -urbide, PE PLS 978-465-0131:3 P .03 Ip i r I I I ! t I I ' �. 'f - I I �� T Ff 777-7,71