Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Correspondence - 54 STERLING LANE 3/3/2016
FILE COMMENTS Name: Janet Hyman Comments: Date: December 71h, 2004 On December 7, 2004 I spoke to Janet Hyman and discussed the addition to 5 Sterling Lane. Janet has confirmed that there are 9 rooms in the existing dwelling, therefore maxxing out the home and leaving no room for any additions until a License Engineer can be consulted by the homeowners to consider a Septic System upgrade. I also asked if she'd like us to come out to the house and re-evaluate the home be to be certain about the number of rooms. She declined. Michele E. Grant 12/9/2004 Both Susan and I spoke to Bill Barrett on 1219104 explaining the situation, (above). We also offered to Bill a re-evaluation of the home by doing a walk thru. Bill was under the impression the permit was denied because of the 3® season porch. I indicated to him that I had discussed regarding this room with the homeowner and the 3-season porch was not a consideration in the plan. The form was denied because the existing dwelling has 5 rooms on the first floor, and 4 rooms on the second floor, totaling 9 rooms; therefore requiring a Passing Title 5 inspection to insure security with the Septic System to the homeowner. Michele E Grant / w, i �J Town of North Andover NORTH OFFICE OF 3�Oy4t, 1tioL COMMUNITY DEVELOPMENT AND SERVICES 10 p 30 School Street WILLIAM J. SCOTT North Andover,Massachusetts 01845 ��SSgcFHUS�t�y Director April 16, 1998 Mr. Steven D'Urso. 22 Lilly Pond Rd. Boxford, MA 01 9 21 Re: Lot 2 Sterling Lane. N. Andover, MAO 1845 Dear Mr. D'Urso: This is to inform you that the proposed plans for the site referenced above 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 SS/rel cc: George Farr File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 STEVEN J. I r . " ✓ S ld 4 14ta1 Designs � Fr Q,�d ..,.. �l—� P.�C'�',°9����� �� IY`gF f�";°.,9 A'� 4/1..A����W4r����»'P C.1.4✓"'l��m�m9 i 22 Lilly Pond Road W. Boxford, MA 01021, `5R. 8) 352-9872 ATTEN 71pN TO > WE ARE SENDING YOU 0"'Attached El Under separate cover via _ _ _ the following items: — _..- I_l Shop drawings rims ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE - Na DESCRIPTION n ' ` mow"y THESE ARE TRANSMITTED as checked below: B"�For approval ❑ Approved as submitted [J Resubmit--__copies for approval ❑ For your use ❑ Approved as noted ❑ Submit_—____copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return _corrected prints C] For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS , eea 0 14 -- — - 9� �� SIGNED: IP enclosures are not as noted, k1nd1v notlfv us at Town of orth Andover NoRT� OFFICE OF 3d�e tt�ec qtO� COMMUNITY E L®P ENT AND SERVICES 30 School Street WILLIAM T. SCOTT North Andover,Massachusetts 01845 ��ssACHUSE�ch Director Decemberl0, 1997 Steve D'Urso 22 Lilly Pond Dr. Boxford, MA 01921 Re: Lot#2 Sterling Lane Dear Steve: This is to inform you that the proposed plans for the site referenced above have been disapproved for the following reasons: -1. No benchmark (3 10 CMR 15.220(q)). 2. Missing foundation drain (N.A. 02y). 3. No map and parcel (N.A.8.02a) 4. Note#3 to agree with 310CMR 15.255. 5. Please calculate emergency storage of pump chamber. 6. No manual operating switch specified (N.A.8.02x) 7. Missing complete pump specs (N.A.8.02x). 8. Please specify number of doses per day (310CMR 15,254(l)(d). If you have any questions, please do not hesitate to call the Board of Health Office at the number listed below. Sincerely, Sandra Starr, R.S. Health Administrator S S/cjp cc: George Farr William Scott, Director, P&CD File CONSERVATION-(978)688 9530 • HEALTH-(978)688-9540 • PLANNING-(978)688-9535 *BUILDINGOFFICE-(978)688-9545 • *ZONING BOARD OF APPEALS-(978)688-9541 0 *146 MAIN STREET NORTH ANDOVER BOARD OF HEALTH DESIGN REVIEW REPORT DATE FEE : PERMIT # a DATE RECEIVED"` APPLICANT `7# i' C< 1 , � MAP PARCEL ADDRESS LOT # STREET # T ENG. c! ��' r STREET ENGINEER ' S ADD. PLAN DATE REV. DATE CONDITIONS OF APPROVAL APPROVED DISAPPROVED REASONS FOR DISAPPROVAL ; 5 :5/",ry.,' Xl) w /Lj.) PLAN REVIEW CHECKLIST ADDRESS Z ENGINEER GENERAL 3 COPIES STAMP LOCUS NORTH ARROW SCALE CONTOURS L. PROFILE �' (Sc) SECTION BENCHMARK, SOIL & PERCS ELEVATIONS WETS . DISCLAIMER WELLS & WETS lyd Y WATERSHED? DRIVEWA WATER LINE 2 FDN DRAIN M&P SCH40 TESTS CURRENT?-64- SOIL EVAL SEPTIC TANK MIN 150OG . 17 INVERT DROP GARB. GRINDER 3/0 (2 comps +200) 10 ' TO FDN MANHOLE ELEV— GW— # COMPS . GB D-BOX SIZE # LINES FIRST 2 ' LEVEL STATEMENT INLET OUTLET ( 2" OR . 17 FT) TEE REQ ' D?-yz-5-5 LEACHING MIN 440 GPD? RESERVE AREA 4 ' FROM PRIMARY? 2% SLOPE 100 ' TO WETLANDS 100 ' TO WELLS 4 ' TO S .H.GW (51 >2M/IN) 20 ' TO FND & INTRCPTR DRAINS 400 ' TO SURFACE H2O SUPP 41 PERM. SOIL BELOW FACILITY,, `, MIN 12" COVER FILL? ( 15 ' ) BREAKOUT MET? TRENCHES MIN 440 gpd SLOPE (min . 005 or 611/1001 ) SIDEWALL DIST . 3X EFF. W OR D (MIN 61 ) RESERVE BETWEEN TRENCHES? C-'-' IN FILL?"'— MUST BE 101 MIN. A111 PEA STONE? VENT? ( >3 ' COVER; LINES >501 ) BOT ' + SIDE X LDNG TOT 1-::) 0 ( L x W x #) (DxLx2x#) (G/ft2 ) Copyright 0 1996 by S.L. Starr PITS MIN 440 LEACHING MIN 1 ( 13 ' xl6 ' ) 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 ## ) ( 2x( L+W)xD x ##) (G/ft2 ) CHAMBERS MIN 440 LEACHING GW MIN 4" BELOW COVER >3 FT VENT MANHOLES 12"-48" STONE SPLASH PADS SLOPE .0.5 BED/TRENCH (Bed max. 60 ' X 60 ' ) MIN 131' X 16 ' PIT.` BOT + SIDE' X, .LOAD = TOTAL (L x W x #)' (.2 x ( L+W)xD. x ##:) (G/ft2) FIELDS MIN 440 GPD '90'0 ft2 BED ,,GW MIN 4 ' BELOW BOTTOM OF FIELD PIPE ENDS JOINED?' ' 4" PEA STONE?. DIST LINE SLOPE .005'x'" >31COVER-VENT. �'j' " SCH 40�-''' MIN 12" COVER, -,'- RATE ( X ) X = TOTAL L W LDG DOSING TANKS AND PUMP S DIMENSIONS X X - PUMP CAPACITY '`-� L W D Vol . DISCHARGE SIZE JH-06 DISCHARGE' RATE DISCHARGE, TIME gPm MANHOLES TO GRADE (,� ALARM SEP . CIRC. ''� GW '(Min. 1:''` be.low inlet) HWL1(2dht ` LWL G CHECK. VALVE' BLEEDER HOLE ( MANUAL OP . SWITCH, ' ( ENUF STORAGE? .Copyright © 1996 by S.L. Starr