An application was received from Kelly Boucher, requesting permission for a curb cut at the premises numbered 227 Prospect Street; said petition has received approval from Inspectional Services, Traffic, Parking and Transportation, Historical Commission and Public Works. No response has been received from the neighborhood association

’ Civil, Environmental and Hydrogeological Consultants GLASTONBURY, CT 2210 Main Street [phone removed] WINSTED, CT 140 Willow Street AUBURN, MA 19 Midstate Drive [phone removed] [phone removed] Exisitng Conditions and Demolition

” Civil, Environmental and Hydrogeological Consultants GLASTONBURY, CT 2210 Main Street [phone removed] WINSTED, CT 140 Willow Street AUBURN, MA 19 Midstate Drive [phone removed] [phone removed] Utility and Drainage Plan

Civil, Environmental and Hydrogeological Consultants GLASTONBURY, CT 2210 Main Street [phone removed] WINSTED, CT 140 Willow Street AUBURN, MA 19 Midstate Drive [phone removed] [phone removed] Material Layout Plan CEMENT CONCRETE DRIVEWAY APRON N.T.S. SECTION A-A

VERTICAL GRANITE CURB N.T.S. CATCH BASIN w/ SILT SACK INLET PROTECTION N.T.S. ANTI-TRACKING PAD/STABILIZED CONSTUCTION ENTRANCE N.T.S. TRENCH PATCH DETAIL N.T.S. PAYMENT LIMIT SAWCUT, MILL & OVERLAY SECTION N.T.S. SILT FENCE DETAIL N.T.S. Civil, Environmental and Hydrogeological Consultants GLASTONBURY, CT 2210 Main Street [phone removed] WINSTED, CT 140 Willow Street AUBURN, MA 19 Midstate Drive [phone removed] [phone removed] Details SIDEWALK EXPANSION JOINT N.T.S. CEMENT CONCRETE SIDEWALK N.T.S. SECTION A-A PLAN A A CEMENT CONCRETE PAVING N.T.S. TREE PROTECTION N.T.S. TREE PLANTING N.T.S.

UTILITY CROSSING N.T.S. SEWER OR DRAIN SERVICE CONNECTION N.T.S. WYE CONNECTIION N.T.S. UTILITY TRENCH N.T.S. WATER SERVICE CONNECTION N.T.S. Civil, Environmental and Hydrogeological Consultants GLASTONBURY, CT 2210 Main Street [phone removed] WINSTED, CT 140 Willow Street AUBURN, MA 19 Midstate Drive [phone removed] [phone removed] Details DRAIN OR SEWER SERVICE CLEANOUT N.T.S. TRENCH DRAIN N.T.S. 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port. 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, STC 450i Precast Concrete Stormceptor (450 U.S. Gallon Capacity) Varies To Match Grade 60" Min. Stormceptor 9" 16" #5498331, #5725760, #5753115, #5849181, #6068765, #6371690. (Removable) Down Pipe 12"Ø Inlet Section Thru Chamber 48''Ø Notes: 8" Riser Pipe 4"Ø Outlet 5" 8" 18" 24'' 6'' Inlet 5" PVC Pipe Min.15" High Cover and Grate w/ 4" Cap Ø 4" Outlet Insert Suit Finished Grade Grade Adjusters To (Tee Opening to Face Side Wall) Plan View Insert Tee Here Inlet Outlet Riser Pipe 4"Ø Outlet 4"Ø Oil Port See Note 2 8'' 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. If Required * * * Rinker 027 17" STORMCEPTOR DETAIL N.T.S.

ROOF DRAIN OVERFLOW INFILTRATION CHAMBERS PROFILE N.T.S. STANDARD PRECAST BARREL SECTION COMBINATIONS OF 1', 2', 3' OR 4' LENGTHS AS NEEDED TO BRING MANHOLE RIM TO REQUIRED ELEVATION (SEE MANHOLE GENERAL NOTE 4) SUMP MANHOLE N.T.S. PRECAST CONCRETE DRAIN MANHOLE N.T.S. Civil, Environmental and Hydrogeological Consultants GLASTONBURY, CT 2210 Main Street [phone removed] WINSTED, CT 140 Willow Street AUBURN, MA 19 Midstate Drive [phone removed] [phone removed] Details PRECAST CONCRETE CATCH BASIN N.T.S. AREA DRAIN OR WINDOW WELL DRAIN N.T.S. 2' 8" MIN. 8" MIN. PLAN AT INVERT SECTION 12" 12" 12" 2' MAX. TYPICAL SEWER MANHOLE N.T.S. SHEA CONCRETE MINI SEWER MANHOLE (MC-MCB) N.T.S.

6" INLET AND OUTLET (SEE FIGURE 1) HVLV FC-24 FEED CONNECTOR CULTEC RECHARGER 330XLHD CHAMBER HVLV FC-24 FEED CONNECTOR INLET STRUCTURE CULTEC RECHARGER 330XLHD CHAMBER FIGURE 1 INLET STRUCTURE ZOOM OF SIDE PORTAL SHOWING MAX. PIPE O.D. MAX. PIPE O.D.= 11.75 INCHES [298 mm] PIPE SIZE AND ELEVATION PER PLAN ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS GENERAL NOTES RECHARGER 330XL HD BY CULTEC, INC. OF BROOKFIELD, CT. STORAGE PROVIDED = 11.32 CF/FT [1.05 m³/m] PER DESIGN UNIT. REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATION GUIDELINES. THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS 6.0" [152 mm] MIN. 30.5" [775 mm] 6.0" [152 mm] MIN. 12.0' [3.66 m] MAX. BURIAL DEPTH 58.0" [1473 mm] MIN. CENTER TO CENTER 52.0" [1321 mm] 12.0" [305 mm] MIN. 6.0" [152 mm] MIN. RECHARGER 330XLHD HEAVY DUTY CHAMBER NATURALLY COMPACTED FILL FINISHED GRADE CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP, BOTTOM AND SIDES MANDATORY HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED 1-2 INCH [25-51 mm] DIA. WASHED, CRUSHED STONE CULTEC NO. 66 WOVEN GEOTEXTILE (FOR SCOUR PROTECTION) TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES CONTRACTOR TO PERFORM SOIL TEST, TEST PIT AND SIEVE ANALYSIS TO CONFIRM REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS WITH ENGINEER MODEL 330XLRHD STAND ALONE MODEL 330XLSHD STARTER LARGE RIB SMALL RIB LARGE RIB SMALL RIB MODEL 330XLIHD INTERMEDIATE MODEL 330XLEHD END LARGE RIB SMALL RIB LARGE RIB SMALL RIB CULTEC RECHARGER 330XLHD CHAMBER STORAGE = 7.459 CF/FT [0.693 m³/m] INSTALLED LENGTH ADJUSTMENT = 1.5' [0.46 m] SIDE PORTAL ACCEPTS CULTEC HVLV FC-24 FEED CONNECTOR 102.0" [2591 mm] INSTALLED LENGTH = 84.0" [2133 mm] 52.0" [1321 mm] 30.5" [775 mm] 14.0" [356 mm] 52.0" [1321 mm] 34.5" [876 mm] 42.0" [1066 mm] 42.0" [1066 mm] LARGE RIB SMALL RIB SIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD (ACCOMMODATES CULTEC HVLV FC-24 FEED CONNECTOR OR 11.75 INCH [298 mm] MAX. O.D. PIPE 6.0" [152 mm] DIA. INSPECTION PORT 17.0" [432 mm] 17.0" [432 mm] MODEL 330XLIHD INTERMEDIATE UNITS ARE USED AS MIDDLE SECTIONS TO EXTEND THE LENGTH OF A LINE. MODEL 330XLEHD END UNITS ARE USED TO END THE LENGTH OF A LINE. MODEL 330XLSHD STARTER UNITS ARE USED TO BEGIN A LINE. MODEL 330XLRHD STARTER UNITS ARE USED AS SINGLE STAND ALONE SECTIONS. MODEL EHD MODEL SHD MODEL IHD MODEL RHD SMALL RIB END DETAIL LARGE RIB END DETAIL MODEL 330XLSHD MODEL 330XLIHD MODEL 330XLIHD MODEL 330XLEHD HIDDEN END HIDDEN END HVLV FC-24 FEED CONNECTOR END OF RUN HVLV FC-24 FEED CONNECTOR TRIM CUT-OUT TO UTILIZE INTERNAL MANIFOLD FEATURE BEGINNING OF RUN PIPE SIZE PER PLAN ALLOWED IN ENDWALL FINISHED GRADE MIN. 95% COMPACTED FILL CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP, BOTTOM AND SIDES MANDATORY 6.0 INCH [152 mm] MIN. DEPTH OF 1-2 INCH [25-51 mm] WASHED CRUSHED STONE BENEATH AND ABOVE CHAMBERS CULTEC RECHARGER 330XLHD HEAVY-DUTY CHAMBER 12.0 INCH [305 mm] MIN. WIDTH OF 1-2 INCH [25-51 mm] WASHED CRUSHED STONE BORDER SURROUNDING ALL CHAMBERS CULTEC HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED 10.0' [3.0 m] MIN. CULTEC NO. 66 WOVEN GEOTEXTILE PLACED BENEATH INLET PIPES 6.0' [1.8 m] MIN. CULTEC NO. 66 WOVEN GEOTEXTILE PLACED BENEATH FEED CONNECTORS 12.0' [3.66 m] MAX. BURIAL DEPTH OPTIONAL INSPECTION PORT (SEE ZOOM DETAIL ) FINISHED GRADE NATURALLY COMPACTED FILL CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE PIPE DESIGN AND ELEVATION TBD BY ENGINEER. PIPE TO BE INSERTED 8.0" [203 mm] MIN. INTO STRUCTURE AND 8.0" [203 mm] MIN. INTO CHAMBER 1-2 INCH [25-51 mm] WASHED, CRUSHED STONE SURROUNDING CHAMBERS 24.0" [600 mm] MAX. INLET RECHARGER 330XLHD HEAVY DUTY CHAMBER 12.0" [305 mm] MIN. 6.0" [152 mm] MIN. 30.5" [775 mm] 6.0" [152 mm] MIN. 6.0" [152 mm] MIN. CULTEC NO. 66 WOVEN GEOTEXTILE (FOR SCOUR PROTECTION) TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES SIDE PORTAL TO BE CUT IN FIELD TO ALLOW FOR HVLV FC-24 FEED CONNECTOR AS NEEDED. CUT SHALL BE WITHIN 1/4" [6 mm] TOLERANCE OF SIDE PORTAL TRIM GUIDELINE &8/7(&5(&+$5*(5Š;/+'352'8&763(&,),&$7,216 GENERAL CULTEC RECHARGER 330XLHD CHAMBERS ARE DESIGNED FOR UNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER RUNOFF. CHAMBER PARAMETERS 1. THE CHAMBERS WILL BE MANUFACTURED IN THE U.S.A. BY CULTEC, INC. OF BROOKFIELD, CT ([phone removed] OR [phone removed]). 2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK POLYETHYLENE. 3. THE CHAMBER WILL BE ARCHED IN SHAPE. 4. THE CHAMBER WILL BE OPEN-BOTTOMED. 5. THE CHAMBER WILL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE COUPLINGS OR SEPARATE END WALLS 6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 330XLHD SHALL BE 30.5 INCHES (775 mm) TALL, 52 INCHES (1321 mm) WIDE AND 8.5 FEET (2.59 m) LONG. THE INSTALLED LENGTH OF A JOINED RECHARGER 330XLHD SHALL BE 7 FEET (2.13 m). 7. MAXIMUM INLET OPENING ON THE CHAMBER END WALL IS 24 INCHES (600 mm). 8. THE CHAMBER WILL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV® FC-24 FEED CONNECTORS TO CREATE AN INTERNAL MANIFOLD. THE NOMINAL DIMENSIONS OF EACH SIDE PORTAL WILL BE 10.5 INCHES (267 mm) HIGH BY 11.5 INCHES (292 mm) WIDE. MAXIMUM ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THE SIDE PORTAL IS 11.75 INCHES (298 mm). 9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (614 mm) LONG. 10.THE NOMINAL STORAGE VOLUME OF THE RECHARGER 330XLHD CHAMBER WILL BE 7.459 FT³ / FT (0.693 m³ / m) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 330XLHD SHALL BE 52.213 FT³ / UNIT (1.478 m³ / UNIT) - WITHOUT STONE. 11.THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR WILL BE 0.913 FT³ / FT (0.085 m³ / m) - WITHOUT STONE. 12.THE RECHARGER 330XLHD CHAMBER WILL HAVE FIFTY-SIX DISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERAL CONVEYANCE OF WATER. 13.THE RECHARGER 330XLHD CHAMBER SHALL HAVE 16 CORRUGATIONS. 14.THE END WALL OF THE CHAMBER, WHEN PRESENT, WILL BE AN INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT. 15.THE RECHARGER 330XLRHD STAND ALONE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. 16.THE RECHARGER 330XLSHD STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL END WALL AND ONE PARTIALLY FORMED INTEGRAL END WALL WITH A LOWER TRANSFER OPENING OF 14 INCHES (356 mm) HIGH X 34.5 INCHES (876 mm) WIDE. 17.THE RECHARGER 330XLIHD INTERMEDIATE UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY OPEN ENDWALL AND ONE PARTIALLY FORMED INTEGRAL END WALL WITH A LOWER TRANSFER OPENING OF 14 INCHES (356 mm) HIGH X 34.5 INCHES (876 mm) WIDE. 18.THE RECHARGER 330XLEHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL END WALL AND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE END PLATES OR END WALLS. 19.THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE RECHARGER 330XLHD AND ACT AS CROSS FEED CONNECTIONS. 20.CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS. 21.HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. 22.THE CHAMBER WILL HAVE A 6 INCH (152 mm) DIAMETER RAISED INTEGRAL CAP LOCATED ON TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR CLEAN-OUT. 23.THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION. 24.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY. 25.MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 FEET (3.66 m) 26.THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. CULTEC HVLV FC-24 FEED CONNECTOR PRODUCT SPECIFICATIONS GENERAL CULTEC HVLV FC-24 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD FOR CULTEC RECHARGER MODEL 330XLHD STORMWATER CHAMBERS. CHAMBER PARAMETERS 1. THE CHAMBERS WILL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT. ([phone removed] OR [phone removed]) 2. THE CHAMBER WILL BE VACUUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE). 3. THE CHAMBER WILL BE ARCHED IN SHAPE. 4. THE CHAMBER WILL BE OPEN-BOTTOMED. 5. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (614 mm) LONG. 6. THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR WILL BE 0.913 FT³ / FT (0.085 m³ / m) - WITHOUT STONE. 7. THE HVLV FC-24 FEED CONNECTOR CHAMBER SHALL HAVE 2 CORRUGATIONS. 8. THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT WILL FIT INTO THE SIDE PORTALS OF THE CULTEC RECHARGER STORMWATER CHAMBER AND ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL MANIFOLD. 9. THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. 10. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2008 CERTIFIED FACILITY. &8/7(&12Œ:29(1*(27(;7,/( GENERAL CULTEC NO. 66™ WOVEN GEOTEXTILE IS UTILIZED AS AN UNDERLAYMENT TO PREVENT SCOURING CAUSED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING THE CULTEC MANIFOLD FEATURE. GEOTEXTILE PARAMETERS 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. ([phone removed] OR [phone removed]) 2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. 3. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 315 LBS (1.40KN) PER ASTM D4632 TESTING METHOD. 4. THE GEOTEXTILE SHALL HAVE A TENSILE ELONGATION RESISTANCE OF 15% PER ASTM D4632 TESTING METHOD. 5. THE GEOTEXTILE SHALL HAVE A MULLEN BURST RESISTANCE OF 600PSI (4138 KPA) PER ASTM D3786 TESTING METHOD. 6. THE GEOTEXTILE SHALL HAVE A TEAR RESISTANCE OF 115 LBS (0.51 KN) PER ASTM D4533 TESTING METHOD. 7. THE GEOTEXTILE SHALL HAVE A PUNCTURE RESISTANCE OF 150 LBS (0.66 KN) PER ASTM D4833 TESTING METHOD. 8. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 900 LBS (4.00 KN) PER ASTM D6241 TESTING METHOD. 9. THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 70% @ 500 HRS. PER ASTM D4355 TESTING METHOD. 10. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.05 SEC-1 PER ASTM D4491 TESTING METHOD. 11. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 4 GPM/FT2 (160 LPM/M2) PER ASTM D4491 TESTING METHOD. 12. THE GEOTEXTILE SHALL HAVE A PERCENT OPEN AREA OF <1% PER CW-02215 TESTING METHOD. 13. THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE (0.425 MM) PER ASTM D4751 TESTING METHOD. 14. THE GEOTEXTILE SHALL CONSIST OF A 100% HIGH-TENACITY, SILT-FILM POLYPROPYLENE YARNS. 12.0" [305 mm] 24.2" [614 mm] CULTEC FC-24 16.0" [406 mm] FINISHED GRADE 6.0" [150 mm] SDR-35 / SCH 40 PVC (INSERTED 8.0" [203 mm] INTO CHAMBER) TRIM CHAMBER INSPECTION PORT KNOCK-OUT TO MATCH O.D. OF 6.0" [150 mm] INSPECTION PORT PIPE 6.0" [150 mm] SDR-35 / SCH. 40 PVC COUPLING 6.0" [150 mm] SDR-35 / SCH. 40 PVC RISER 6.0" [150 mm] SDR-35 / SCH. 40 PVC ENDCAP CLEAN-OUT ADAPTER W/ SCREW-IN CAP CULTEC RECHARGER 330XLHD HEAVY DUTY END DETAIL CULTEC RECHARGER 330XLHD HEAVY DUTY THREE VIEW CULTEC RECHARGER 330XLHD HEAVY DUTY PLAN VIEW CULTEC TYPICAL INLET CONNECTION GENERAL NOTES CULTEC RECHARGER 330XLHD HEAVY DUTY TYPICAL INTERLOCK CULTEC INTERNAL MANIFOLD- OPTIONAL INSPECTION PORT DETAIL CULTEC RECHARGER 330XLHD HEAVY DUTY TYPICAL CROSS SECTION CULTEC HVLV FC-24 FEED CONNECTOR THREE VIEW INSPECTION PORT- ZOOM DETAIL Civil, Environmental and Hydrogeological Consultants GLASTONBURY, CT 2210 Main Street [phone removed] WINSTED, CT 140 Willow Street AUBURN, MA 19 Midstate Drive [phone removed] [phone removed] Details