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Home My WebLink AboutBuilding Permit #15 - 46 ROYAL CREST DRIVE 7/9/2007 BUILDING PERMIT 01 2 0 qti TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION '�� Permit NO: Ir .Date Received �� _ ��o � Area 4O M �\ �9SSAcr+uSEt Date Issued: -7" IMPORTANT:A- scant must complete all items on this page MAIw g^ w: x TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition n Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial .Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other \\ DESCRIPTIOV OF WORK TO BE PREFORMED: Identification Please Type or Print Clearly) `LL OWNER: Name: Vg�CAv Phone: C-ao't) 2-A-3- 8'a� Address: C'rc '\ cn v eL' w q , � a z OWN WE ARCHITECT/ENGINEER �e-.�f� e... �,.e�,r ec � Phone: sod-7aG-7ebocl 1 Address: Ar . �u�,u,*�, t/ti� Reg. No. t4iU 7�rZ FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASE ON$125.00 PER S.F. Total Project Cost: $ 7,9eo �— FEE: $ Check No.: 4/li-/ Receipt No.: 4203-3-1 NOTE: Persons contracting with unregistered contractors do not have access to the g aranry fund Signature of Agent/Owner,-�` Signature of contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM DATE REJECTED DATE,APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS TE REJECTED DATE APPROVED CONSERVATION COMMENTS �j r__,, DATE REJECTED DATE APPROVED HEALTH ❑ 4�14 7 COMMENTS TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ toning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes t. Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/signature 8 Date Driveway Permit '° Located at 384 Osgood Street 7 -3—J7 . hF�R PtMl� 5 ' 0nPlil t*tp��'7rsle' �ies� tP 0 Flo � - C� fi40 �I" De�i# fiY�e11 5 1 31UMI '�, gnF,+Sis✓,.. `'`z3r!1� ",�jr ''z' r�>s?:? r „ Y ,�x �a .. .;u � r- ate-.. +, _ . OIYIM�I •S � ;,,T o'F 1Z ..'� K, ?,,✓,�'�'.'�.z:_ .5 ... ".Ym z,.f ,,,°i,�,tea y, .,z- p�. r im Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use G• �F ❑ Notified for pickup - Date Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application Workers Comp Affidavit ��icenses`-o---Photo Copy Of H.I.C. An 6r�py of Contract ,5--f-loor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ CoPY Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy -Compila i e Repoli (ii'AppiiGable)- ❑ Engineering Affidavits for Engineered products New Construction (Single and Two Family) i ❑ Building Permit Application ❑ Certified Proposed Plot Plan a a ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 NORT►y Town of P0 No. =_ ]( ° . dover, Mass., T Q LAKE �, COC MICME WICK � AQRATED v'? Co '4S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUIL NG INSPECTO dati THIS CERTIFIES THAT......... ... .O.t.. .. ..........� .r... ........ ..................................I.......... no`�n has permission to erect..... ........................ ........ buildings on ........)6; P g ........ . .�y��...�..y`.'...�,� Rough �� to be occupied as..P.. ....... .. Al". .'104-ow- 77-W.....� Q.�..4Q40.7. Chimney ........ .. ... . ... .............. provided that the person acce ing thi ermit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMITI ES IN EXPIRES MON ELECTRICAL INSPECTOR UNLESS CONST R O T S Rough ........................ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector.ector. BurnerFIRE DEPARTMENT Street No. SEE REVERSE SIDE Smoke Det. Narrative AIMCO, Apartment Investment Management Company owns Royal Crest Estates, an apartment complex on Rte 114 in North Andover, a property consisting of 50 building units, a roadway system and subsurface infrastructure (water, sewer and drainage). Each building has 12 rental units with 4 garden style apartment units located 3 to 4 feet beneath existing grade. Royal Crest appears to have a high groundwater table throughout the entire property. This site condition combined with the certain building design (no roof gutters, small door overhangs) has caused flooding and moisture related issues in several buildings. AIMCO has engaged the services of Treeline Construction (the contractor) to correct these problems with a three-part solution. The first step, which was completed this spring, involved water jetting of the existing drainage system and vacuum cleaning of all catch basin sumps. It appears that the subsurface drainage system had not been efficiently maintained over a period of several years. This operation has restored the storm system to full hydraulic capacity. The North Andover DPW was notified prior to commencement of this operation, The storm drain system consists of RCP piping, barrel block catch basins and manhole structures that appear to be structurally sound and fully capable of conveying the onsite storm water with the exception of a few problem areas. One section of the drain line along Rte 114 has buckled as a result of the installation of an underground power conduit passing directly beneath. This storm drain line is in close proximity to building #42, has a break in it due to the buckling and has little if no cover over the top of it allowing water and sediment to enter causing a blockage within that line. This disruption of the hydraulic gradient causes the water to surcharge in the line during storm events, National Grid has been notified and the conduit is to be replaced and lowered below the drain line. After the conduit is replaced, the drain line will be replaced with a section of HDPE piping of equal capacity. The second step is to remove and replace the existing foundation drains located around each building that is declared non-functional. This process will remove ground water from around the perimeter of each building. The present foundation drainage system consists of 4"corregated metal pipe. The failure of any perimeter drain system could be caused by crushed pipes, root invasion or existing trench stone clogged with excessive sediment. The contractor would replace the old pipe with 6" SDR 35 perforated pipe wrapped in filter fabric. The new replaced drain would be set one foot beneath the foundation slab parallel with the building footings. All corrected foundation drains would continue to be tied into the existing drainage system and depending on required invert elevations; the drain may need to be rerouted around the buildings. All trench lines will be properly back filled, foamed and seeded. The contractor would also treat the exterior subsurface wall sections with a rubber membrane sealant. The contractor at the direction of the Building Inspector has taken out building permits to do this work on Building 41, 42 and 43. As built plans will be provided after the work has been completed. AIMCO has retained the services of a botanist to evaluate any potential wetland resource areas in the proposed work areas. U -� �� Lenard Engineering, Inc. 1 The third step would be to rehabilitate alUbasement apartment that have a reported moisture issue. This work may require repair to floor slabs and wall portions that come in contact with the floor slab. Floor slabs will undergo an epoxy crack repair process and both the floors and interior concrete walls would be coated with water sealant paint. All interior walls would be repaired with moisture resistant/ paperless sheet rock. Building Permit will be requested from the Building Department for all proposed work. Lenard Engineering, Inc. 2 Location v B L e� No. 4r Date ^T� TOWN OF NORTH ANDOVER f 9 • ' • i ; , Certificate of Occupancy $ r . o �4• �,sACMU S t� Building/Frame Permit Fee $ 01,. Foundation Permit Fee $ y Other Permit Fee $ TOTAL $ Check #AST l 20Yi 'I Building Inspector