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HomeMy WebLinkAboutMisc Correspondence 367 Rye Street South Windsor Health Department B 100a application (for building conversion, change of use, building addition, accessory structure and lot line change) 36 S nc,a 3rad r Address of proposed activity street number 04r�jt'ea''� 14 f Vo r / 3 6 7- V S t 9"a o 430-7/G6 Owner Name Address telephone Applicant name &address if different from above telephone Describe the proposed structure or activity with dimensions (e.g. ="addition with bedrooms, bathroom, amity in ground/below ground pool, deck, winterizing porch) /J �Q q 4v-*v%'4 Residential Number of existing bedrooms Non-residential V� Please describe 3 $ l Env" Property served by on-site well? Y N Property served by public water? Y N Plot plan-attach a scaled drawing showing property lines and dimensions, location and size of existing and proposed.structures, and site features such as driveways, wells and septic systems, drains and water courses. Building plan-attach a sketch/floor plan of the proposed structure, addition or renovation showing existing and proposed rooms with door and window locations. Soil test data(deep test pits and percolation test) are.required for the review of this application. If the data is not available, you will need to schedule an appointment with the health department. As property owner or duly authorized representative of the property owner of the above referenced property, I agree to permit the health department staff to enter the above referenced property as part of this B100a application review process. I further agree that this authorization to enter the subject property may extend through a period of time ending with the final B 100a application-approval-and affirm such with my signature below. Applicant Signature )(Z*/04'L 4 Date /7 OFFICAIL USE ONLY toW n SF4 70� O-P sla� ?d m � w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 August 19, 2009 Robert E. Miller 367 Rye Street South Windsor, CT 06074 �i Re: Application for Horse Barn at 367 Street, South Windsor Dear Mr. Miller: I have reviewed your B100 a application for Public Health Code(PHC) compliance and have found that we will need more information before this office can approve your proposed horse barn construction. A properly functioning septic system is essential for the occupancy of your home. All building additions, accessory structures and pools must be located to ensure they meet the required distance from the existing septic tank and leach field. The purpose of this requirement is to protect your existing septic system to the point where a septic system repair or expansion would be hindered or limited. There are several ways to approach satisfying the separation distance requirement. If you have a receipt from the last time your tank was pumped and it shows the location of the tank and fields you may submit it for review. If you have not had your tank pumped recently, you may consider having a licensed septic service pump you tank and show it's as well as the field's location, or this can be accomplished during the soil testing process. Additionally, the Public Health Code requires that a property contain a code-complying septic system repair area, or suitable potential repair area before a permit for an accessory structure can be approved. A septic system repair area is delineated based upon soil observations (deep test pits), slope, soil percolation rate, and number of bedrooms. Your property file does not contain any soil data and as a result you will have to schedule soil testing to delineate the septic system repair area. Please contact this office when you have obtained the services of either a backhoe operator or a licensed septic company to schedule the soil testing. Unfortunately until the above mentioned information is obtained, this department cannot approve its portion of your permit request. If you have any uestions,please call me at 860-644-2511 extension 248. SiDc, `ho ert De Vito, R.S. Environmental Health Officer Property Location Date VJ to PY o-- r�� r Ins PeAlo—. LOCATION DRAWING Special Conditions Conclusions System design larger than 2,000 g.p.d. Suitable for sewage disposal Water supply watershed Possible seasonal high groundwater Unsuitable for sewage disposal Watercourse, marsh or pond Possible seasonal flooding Additional investigation required Limited suitable area Excessive slope (over 25%) Retest during wet season Marginal soil (less than 5 ft) Shallow ledge (less than 5 ft) Monitor groundwater thru wet season Underlying tight soil (less than 4 ft) Other Engineer's plan required Testing For: New Lot/System Repair/B100a/Other Design recom endations CS vim- `' CL Investigated by: Title: Date Town of South Windsor Town: INVESTIGATION FOR SEWAGE DISPOSAL SYSTEM Owner: Date: Location: 72 Soil Tests Observed By PERCOLATION TESTS Hole# Pit# Hole# Pit Test Pit Depth Presoak hours Presoak hours Ledge Seepage Depth Mark Depth Mark Mottling Roots Depth Observation Rate min/in Rate min/in Test Pit Depth Test Pit Depth Ledge A2z . Seepage Ledge Seepage Mottling U Roots 0A417 Mottling Roots Depth Observation Depth Observation — 1 v -r 169 C' I U rn 122 I TOWN OF EAST WINDSOR,CONNECTICUT r `v. COST CALCULATIONS DESCRIPTION AREA RATE COST MAIN 1144 116.81 133,630 )C We1( BRICK 520.93 520 DORMER PLUMBING 4508.07 4,510 P FIREPLACE 3339.31 3,340 CENTRAL AC 1144 2.27 2,600 26 SEMI FIN BS 568 7.09 4,030 44 WDK 10 OP- 72 OP 65 26.59 1,730 GARAGE,1.0 650 22.65 14,720 44 13 25 WD 312 8.51 2,660 1SFR+ 1SFR- 2CGAR- OP 440 19.84 8,730 21 26 2 5 13 CLASS/FACTOR 8 / 0 REPLACEMENT COST 176,470 PHYSICAL DEPRECIATION 30 % 123,530 FUNCTIONAL DEPRECIATION 0 % 123,630 BDR 0 % OB 0% HTG 0 % OK 0% BI 0 % IN % SD 0 % WL 0% SIZE 1% LOC/OTHER DEPRECIATION 0 % 123,630 INDICATED BLDG VALUE 123,530 INDICATED OUTBLDG VALUE 0 FINISHED LIVING AREA 1144; INDICATED LAND VALUE 78,020 ESTIMATED MARKET VALUE(ROUNDED TO$100) 201,550 OUTBUILDING VALUATION TYPE VALUE ZONE A-1 TOTAL ACRES 0.41 SANITATION AND WATER WELL&SEP IC 1 TIC LAND SIZE MARKET 6-1:FARM SIZE UNIT ADJ TOPO/AMN VALUE 6-2:FOREST HOUSE LOT 0.41 94,000 0.83 78,020 6-3:OPEN SPACE FRONT ACREAGE 30,000 TOTAL 490 LAND 0.00 REAR ACREAGE 7,500 0.90 EXCESS ACREAGE TOTAL 490 PRICE TOPOGRAPHY CLEAR FRONTAGE 150.00 TOTAL LAND VALUE 78,020 1)/e k" , 7$ t Pit Lc � 1 -law" / ,� ack `: TOWN OF EAST WINDSOR,CONNECTICUT PRINT DATE 08/18/2009 UNIQUE ID q4842O00 367 RYE ST NO 40 50 003 1 OF 1 CENSUS TRAMILLER R OBERT E&LINDA R 367 RYE ST 08/04/2008 0327/0629 285,000 BROAD BROOK CT 06016-0000 KEATEN WAYNE E r. 09/02/1986 0134/0600 KEATEN WAYNE E&VARNI DEBORAH A 02/26/1986 0131/0022 KEATEN WAYNE E&NOLA M 01/06/1969 0093/0625 ADAMO JOSEPH 01/06/1969 0093/0623 IRISH GERARD A 10/07/1968 0093/0320 FINISH AREA S/F AREA 568 TYPE 1 FAMILY/ 1.00 / B SEMI FIN% 90 WET/LOW BSMT DESCRIPTION UNIT ACREAGE ASSESSMENT DESIGN RANCH BASEMENT FINISH QUALITY LOWER QUALITY RESIDENTIAL LOT 0.41 54,610 OCCUPANCY FAMILY RESIDENCE #OF CARS IN BSMT GARAGE RESIDENTIAL DWELLINGS 1 86,470 VACANT RESIDENTIAL LAND FOUNDATION POURED CONC. HOT WATER OIL BASEMENT FULL CRAWL% PART% SLAB% EXTERIOR SIDING -1 VINYL HEATING% 100 AIR COND% 100 TOTAL ASSESSMENT 141,080 -4 FIXTURES BATH TYPE FIXTURES LAV TYPE CONDITION/DESIR/UTIL AVERAGE BRICK/STONB3RICK LN 13 HGT 8 3 MOD-PLAIN SHR YEAR BUILT 1965 INSULATION 100 % 3 MOD-TILED TUB RENOVATION YEAR EXTERIOR MILLWORK PLAIN ADDITION YEAR ROOF TYPE GABLE DORMER(L.F.) ROOFING ASPHALT KIT DR LR BR FR OTHER TOTAL BATH PLAIN FIREPLACES 1 BASEMENT 1 1 1.0 DETAILED FIREPLACES 1ST FLR 1 1 3 5 1.0 HEATING DEPRECIATION MODERN 2ND FLR CHIMNEY(S) 1 3RD FLR -^ - TOTAL 3 6 2.0 INTERIOR MILLWORK PLAIN PERMIT NUMBER PERMIT STATUS REFER ACCT# %OF INTERIOR FINISH 100 % NEIGHBORHOOD 0 PERCENT COMPLETE DATE OF CERTIFICATE ZONE A-1 INSPECTION DATE 06/08/2007 WALL FINISH FLOOR FINISH PERMIT STATUS INSPECTOR JC ASEMENT PANEL CARPET LAST UPDATE 01/23/2009 ST FLOOR DRY WALL WOOD DATA ENTRY CM ND FLOOR PREVIOUS GROSS ASSESSMENT 121,240 RD FLOOR 07-OIL TANK IN HOUSE-NO LONGER BURIED/WOODSTOVE-BSMNT; a YEAR GROSS REASON UPDATE '08-PART OF PARCEL ALSO LOCATED IN SOUTH WINDSOR; TOTAL VALUATION SERVICES LLC