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36-212 (3) VIII. ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES IX. SITE OR PLOT PLAN — For Applicant Use 928.00 _ V ARFR 5 079S-Ac. 4B ✓N �� q aq �iVOw y5 y2 yJ 2�3Sq � 0 1 RR.ER= 1.8380)qc.' �y �6 14A �� 13A I2A 0 0, Cv tom: �• f CD k jz� W Oq �•�{ L. 100.00 11A C.5581 i5 moo. O �, co LAO. O.^J0�0�: V O C.95•£ iQ2s ; L./00. 5A A.5101,1411 BIRCH � A r 95 R9 - - tv Elp NOTES and Data — (For department use) Q • �. 38-d 11 �v 1 1 Y+ = 4 r�6 ��� ��� r P"CH;fl r + ti:+0 l��kal{�!• i.Jl J�,r Yt�"�� s¢1+-s,#L r£y ija iF' r'•1riJ,"r'S .'11,33 tttsy' 4., Ir �ttJ 1 ` �j` �" Yh '•�' f r' tt � " r �i� S4� eft} ° �� �]'�;f� t. �° rile , k li' L y�t,��a, ji.��,({},�" '1" F'., r �r. z Y�' i" �y t11+ �s[d �}..f• :c�: ish {� r ,� npT� �,.Tj9:4. d' S=i]:F> 'd.T+:N� 1.{4.7; '`�/1'.y i ''�. ASST{u4�r ���3,r+LT�'[�'r fi��It. 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Body is stationary, revents ation, of ro lene material. vin9 full opening for flow of Overload protectionbuilt•in,has string or trash from windng Minimum recommended Tether uios and solids. no starting switch or relay on seal, length is 3/2"from cord clip to Motor Housing is heavy cast mechanism. Switch Housing(SSM4A) is switch case(Pump Down 7-8"). iron, epoxy coated. Stator is Thrust Washers and Sleeve completely sealed from sump 'Pump Down'can be increased pressed in for perfect alignment, Bearings are oil lubricated for liquid,easily removed for by increasing the Tether length. best heat transfer. smooth operation, long pump life. replacement if needed. Dimensions 1 fl11f �,• ,f � li � ��(� Jk� 9 i�mn), 292.1 inm _ '& > d+;t,"ot r24 �rnm s••r�•,z'x Performance Curve '� r�y C 41 Ei PER MlruTE wxrr 120 40, 160 ;8,0; 1QO'. j20j40.180< 1a0,zoo 220.240• _ HEA `-- .. - y 0 Accessories Performance Table Myers offers a wide selection of aCFesso t FMq foius It � the SSM4 pumps:adjustable level corttro s et sum ,o t o s; I` —r P ,9 Feet 2 4 6 8 1 I2 ! • 4 16 18 0 alarm controls,electrical control boxes arj switches;. ea Total duly check valves.polyethlene and fiaergl ss'lbasjns 1 + ., Head Meters .61 1.22 1.83 2.4.1 3.05 . 3.66 4.2� 4.88 Gallons Per Hour 3,600 3,600 3,450 3.300 3,150 .',900 7,550 2,250 1,800 1,300 600 a C] liters Per Hour 13,625 13,625 13,058 12,490 11,92 10 916 9,652 8,516 6,813 4,921 2,498 o Performance Capabilities 0 D Capacities to 60 GPM 227 LPM _ ' © 3 Heads to 24 feet 1.32 meters 4r — r Pump Down Range * 7 to 14 inches 177.8 to 355.6 inm_ Automatic co rosy o r ;bows ; Solid Handling Capability '/, inch eia. solids 19.1 mm dla. solids liquids Handled Fresh, drainige effluent waste watt 4f' Intermittent Liquidjemp, l50°F --6G°C �l 1 Motor — _—_ -- '/to HP — ': 4 Electrical 115'230 V_., 12.0 A/6.0 A, 1 4), 60 Hertz_ \ Discharge 1/, inch 38.1 mm da J x �. 'Automatic Model,(manual pump variable with swdch). " DIVISION OF cJecc valves � <k E. E. MYERS Co. ]McNEIL 400 ORANGE STREET CORPORATION w ASHLAND, OHIO 44805.2285 r 419/289.1144 TELEX 98.7443 0 L� I PRECAST PUMP CHAMBER. PC 4 x 6. I 1 4'-0" i I .,, PLAN VIEW . .. �6' g„walls I I � Inside Height Variable ' I I 1 i L - - - - - -J 6„ CROSS SECTION VIEW, RIGHT SIDE VIEW Inside height and roof,floor and side wall openings as specified Maximum inside height for 2 piece pump chamber 8'-0" Maximum height of each additional piece 4'-0" Capacity—180 gallons per 1 foot of liquid SPECIFICATIONS CONCRETE MINIMUM STRENGTH — 5,000 P.S.I. p 28 DAYS STEEL REINFORCEMENT — ASTM A-615-79, GRADE 60, 1" MIN. COVER DESIGN LOADING — AASHTO HS20-44 EARTH COVER — 0 to 5 FEET WATER TABLE - 31/2 FEET BELOW FINISH GRADE CONSTRUCTION JOINT - SEALED WITH 1" DIA. BUTYL RUBBER OR EaJIVALENT 0 4-1983, OTONDO&SONS,INC. 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' � n x m 0 O � 0 N � rn ro Q � � � � v� C� N � cr v o � zCD _ r CD 0 C m f O cD (` Z-p �= Z oN - O �. t 1 O n - - Z � - a C n to °' cD o Z \ � ` H �C ro Co cn 0 cn Cal i o r r-- c� C z rn _4 C i 3 o 0 ^^Z 0 :3 ^' Z C Z = J � Cn a3 i 1 Conditions: Driveway Permit In lieu of plan approved by City Engineer I agree to the following added conditions: 1) I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2) I further agree that if in the inspections any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. By: P loner NOTE: The Public works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. CITY OF NORTHAMPTON, MASS. June 20, 19 86 THE BOARD OF PUBLIC WORKS The undersigned respectfully petiition your honorable body for Permission to install driveway at at lot #13 25 Birch Lane Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. Driveway surface to be paved if the grade of the proposed driveway exceeds 3% or more. By: ohn P o i r—i—er 82 Linseed Road West Haffield Proposed Location Inspected by: Gravel Base Grade Inspected by: Final Approval: THE BOARD OF PUBLIC WORKS Voted that petition be granted. Paul 0. Hadsel, Director of Public Works/ City Engineer (SUBJECT TO ATTACHED CONDITION I & 2) IV. IDENTIFICATION To be completed by all applicants Name Mailing address Number, street, ritv, and State ZIP code Tel. No. "C7 Owner or Lessee 7 Bui Ider's 2. License No. Contractor 3. Architect Engineer 1 hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as his authorized agent and we agree to conform to all applicable laws of this jurisdiction. Signature of appli"nt Address Application date 0 0 NOT W R I T E BELOW T H I S L I N E V. PLAN REVIEW RECORD For office use Plan Review Date p lans Date Plans Plans Review Required Check Fee Started By Approved By Notes BUILDING $ PLUMBING $ MECHANICAL $ ELECTRICAL $ OTHER $ VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS D Permit or Approval Check Obto i ate ned Number By Permit or Approval Check Date Obtained Number By BOILER PLUMBING CURB OR SIDEWALK CUT ROOFING ELEVATOR SEWER ELECTRICAL SIGN OR BILLBOARD FURNACE STREET GRADES GRADING USE OF PUBLIC AREAS I OIL BURNER WRECKING OTHER OTHER V11. VALIDATION Building FOR DEPARTMENT USE ONLY Permit number Building t— Use Group Permit issued %CXAV 19 Building Fire Grading Permit Fee $ t1) Live Loading Certificate of Occupancy $ Occupa ad Drain Tile $ Plan Review Fee $ TITLE CITY OF NORTHAMPTON MASSACHUSETTS r $ OFFICE of the INSPECTOR of BUILDINGS ~ �� Plot 7 7 — r3+� �, Page APPLICATION FOR INSPECTOR ZONING PERMIT AND BUILDING PERMIT z IMPORTANT — Applicant to complete all items in sections: 1, 11, Ill, IV, and IX. O /7- t /Z_ ZONING /��,^ r h S AT (LOCATION) �'- ) ,�� , DISTRICT )CATION (N0.) (STREET) BETWEEN AND ;ILDING (CROSS STREET) (CROSS STREET) ' LOT 1 �.-:r,^f y SUBDIVISION r/rpt �- � � r LOT BLOCK SIZE N TYPE AND COST OF BUILDING — All applicants complete Parts A — D TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wrecking" most recent use m m 1 ® New building Residential Nonresidential 2 Addition(if residential, enter number 12 One family 18 Amusement, recreational of new housing units added, if any, in Part D, 13) 13 Two or more family — Enter 19 Church, other religious number of units— — — — 20 Industrial Alteration (See 2 above) 14 Transient hotel, motel, 21 Parking garage "?,epair, replacement or dormitory — Enter number Wrecking (If multifamily residential, of units ——————— — -- 22 Service station, repair garage enter number of units in building in 15 Garage 23 Hospital, institutional Part D, 13) ❑ 16 Carport 24 Office, bank, professional 6 Moving (relocation) 17 Other — Specify 25 Public utility 7 Foundation only 26 School, library, other educational B. OWNERSHIP 27 Stores, mercantile 8 Private(individual, corporation, 28 Tanks, towers nonprofit institution, etc.) 29 Other — Specify 9 Public (Federal, State, or local government) C. COST (Omit cents) Nonresidential — Describe in detail proposed use of buildings, e.g., food processing plant, machine shop, laundry building at hospital, elementary 10. Cost of improvement,,,,,,,,,,,,,,,, school, secondary school, college, parochial school, parking garage for. department store, rental office building, office building at industrial plant. To be installed but not included If use of existing building is being changed, enter proposed use. in the above cost a. Electrical..................... b. Plumbing ..................... c. Heating, air conditioning.......... d. Other (elevator, etc.)............. 11. TOTAL COST OF IMPROVEMENT $ 111. SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Parts E — L; for wrecking, complete only Part J, for all others skip to IV. E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS 30❑ Masonry (wall bearing) 40 Public or private company 48. Number of stories.............. 31 Wood frame 41 Private (septic tank, etc.) 49. Total square feet of floor area, all floors, based on exterior 32 ❑ Structural steel dimensions .................... 33❑ Reinforced concrete H. TYPE OF WATER SUPPLY 7 34 Other — Specify 42 Public or private company 50. Total land area, sq. ft. ........... �/ -3 43 ❑ Private (well, cistern) K. NUMBER OF OFF-STREET PARKING SPACES _ 51. Enclosed ....................... .1 F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL 35 Gas Will there be central air 52. Outdoors........................ -1 36 Oil conditioning? L. RESIDENTIAL BUILDINGS ONLY 37 Electricity 44 n Yes 45 No 53. Number of bedrooms.............. 38 Coal 39 n Other — Specify Will there be an elevator? , Full.......... — � 54. Number of 46 Yes 47 � I No bathrooms Partial........ DEPT. OF BUILDING INSPECTIONS BUILDING Z0 2`12 Wn Street o< Northampton, MA 01060 PERMIT <a 36 - 77-13A VALIDATION DATE_ July 2 Ktlg 8686 �� PER([y�) 351 APPLICANT R.D. Broderick, Jr. ADDRESS GFEI "mss• v� �� (N0.) (STREET) (CONTR'S LICENSE) PERMIT TO New Building (_) STORY One Family/Garage NUMBER OF +1 (TYPE OF IMPROVEMENT) N0. DWELLING UNITS (PROPOSED USE) AT (LOCATION) 25 Birch Lane D STN CT SR (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION LOT BLOCK SIIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: permit for the construction of a new single family dwelling with attached garage AREA OR VOLUME 3120 sq. ft. ESTIMATED COST $ 182,500.00 FEE $MIT 840.00 (CUBIC/SQUARE FEET) OWNER John J. Poirier 9 ADDRESS 82 MM Linseed Road, West Hatfield BUILDI� BY WHITE - FILE COPY . GREEN - FIELD COPY • CANARY - APPLICANT COPY ■ PINK - ASSESSORS COPY pjNT P sr����. .,���. r.�;�,�-,�-� ._ .._� � - - - - _ .... ._ T ,. . � ..._. _ �r ,_ .� rte. �:-,�� - ,T _� .r X20 oy �L1 I of Northaniptan 9 jasssachnstm - $ 9 effirt of tllf )nsfrtrtor of Illuilbings 212 Main Street•Municipal Building =_ Northampton. Mass. 01060 = �: CERTIFICATE OF OCCUPANCY October 27, 1906 Page No. Plot 17-13A Building (Name) Pled Si nQlp Family Dw,,-41 l ;nQ/ , !raQ9 Address 25 Eli r,ch Lane Owner Jonn J. Poirier Address _*ns d Rd_, 'eles-t Hatfield ld Applicant R.D. 3roderick, Jr. Address Rt 2 Gill , Mass. 01376 Use: 1st Residential Occupancy 2nd Residential Occupancy 3rd Occupancy 4th Occupancy Zone District SR Required Inspections: New Building X Existing Building a { i ., Elevator Electri4- Plumbing -'°% � G`� , G �t�d S.D." Fire ~" Building `, , _ GAS: Other I,% _,� Inspector of BUIIq1h9s