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Home My WebLink AboutBuilding Permit #Exception - 46 ROYAL CREST DRIVE 5/1/2018 AOTh BUILDING PERMIT 0Ft ,o qti TOWN OF NORTH ANDOVER 0 APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received 3 "°R.T.o••* �cy �SSACHU`�� Date Issued: IMPORTANT: Applicant must complete all items on this page �,�� ?i � ii R i MYy 3$,� z¢ �" �, f •a:r a5' rte' '?r"� v a wu fiefs r TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential .❑ New Building ❑ One family ❑ Addition n Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ',.Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other s, ku. �S.-.. k"�,e1d.: j ..rN 9 � ,1. ✓.it-. r� [S Y, ah' ' DESCRIPTIO F WORK TO BE PREFORMED: Identification. Please Type or Print Clearly) t-Lc- oy c_crest OWNER: Name: Vo e"r\v U-..C; Phone: mor) Address: C— v V. „h 0 ARCHITECT/ENGINEER L.e��:�� e,��,��,r Cc�.�� Phone: So$ - -7C60 Address: 1�t `m�� s e- �� . ��,�6-� w•� Reg. No. 407�� FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: 1 $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the g aranty 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 ��"(l�i4,c==� � � I DATE REJECTED DATE APPROVED / HEALTH ❑ 7 /® 7 COMMENTS l i 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 ❑ Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/signature& Date / Drivewa Permit ! , Located at 384 Osgood Street " �7 --7 d7 7--07 N.1WphsY'�� 3�.:.Z ` ^f_sk,j � ,r '�$�t"�uk �. "3' ..a.^�' 1 ', � C G Yrv: z� '�"�. cn' x':? S�� x. �' mar,ea' T ^£ Y;' T 3> •� �` n ..aY' �""c ' yrC��T��.Sq}�S9aCr,..s.. � m, a ,^�>�1;.«,s,dY.. 3�;��5n�s.:i�3g^,Si§�,'�;�' ��",�� cK .�„. z�.N`''��+' '��.`�.�� w F�r�� .•"�d`�,, .n 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 1.14 has buckled as a result of the installation of an underground power conduit passing directly beneath. This storin 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 causin.,g, 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. Thesecond 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 filterfabric. 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 a r y back filled, loamed and seeded. The contr cto would also treat the exterior subsniface 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 wetla I nd resource areas in the proposed work areas, cwkRga Lenard Engineering, Inc. 1 The third step would be to rehabilitate all/basement apartment that have a reported moisture issue. This woric 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 Peanut will be requested fi-om the Department for all proposed work. Lenard Engineering, Inc, 2