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2014 PLAN APPENDICES 1 1 Community Survey Results Survey Community Community Survey Results Survey Community A2 APPENDIX 1 - PUBLIC INPUT West Franklintonwhere wouldyoubuildit? If youcouldcreate anewneighborhoodparkin of WestFranklinton? What locationdoyouconsidertheHEART PUBLIC SURVEYRESULTS Appendix 1 COMMUNITY MAPPING EXCERCISE West Franklintonwhere wouldyoubuildit? If youcouldcreate anewneighborhoodparkin of WestFranklinton? What locationdoyouconsidertheHEART WHERE WOULD YOU BUILD IT? BUILD WHERE WOULDYOU IF YOU COULDCREATE A NEWPARK IN WEST FRANKLINTON, WHAT LOCATION DO YOU CONSIDER THE HEART OF WEST FRANKLINTON? should see? What istheoneplacethatavisitortoFranklinton if itwasdramaticallydifferent from howitistoday? What oneplacewouldmaketheneighborhoodbetter should see? What istheoneplacethatavisitortoFranklinton if itwasdramaticallydifferent from howitistoday? What oneplacewouldmaketheneighborhoodbetter april 30, 2014 public meetingapril30, april 30, 2014 public meetingapril30, STAKEHOLDER INTERVIEWS ALSO CONTACTED ANTHONY THOMAS AFFORDABLE INSURANCE LIFECARE ALLIANCE BECKY’S BAKERY Mitch Schifrin John Gregory CANONBY PLACE TOWNHOMES/ Molly Haroz EMMA INVESTMENTS ARSHOT INVESTMENT CORPORATION Heather McCormick CENTRAL GARDENS Bill Schottenstein Maurice Elder COLUMBINI’S Joe Sugar COLUMBUS COLLEGE OF ART & DESIGN LOCAL MATTERS MINDMARKET BL/OV Noreen Warnock COLUMBUS FIRE DEPARTMENT, ENGINE Bart Overly HOUSE #10 LOWER LIGHTS CHRISTIAN HEALTH COLUMBUS METROPOLITAN HOUSING CBRE CENTER AUTHORITY Shad Phipps Dr. Dana Vallangeon COLUMBUS PEST CONTROL Scott Behrmann COMMUNITY HOUSING NETWORK MIKE’S FOREIGN CAR SERVICE CPO MANAGEMENT CMHA Mike Caradona CVS Bryan Brown EATON GARDENS MOUNT CARMEL HEALTH SYSTEM EDART PHARMACY COLUMBUS FOOD LEAGUE Sean McKibben EGNER CONSTRUCTION/U & I Liz Lessner Jason Koma PROPERTIES, LLC Hugh Jones FAMILY DOLLAR COMMUNITY SHELTER BOARD Joanne Ranft FLORENTINE Sara Loken Brent Justice GRIGGS VILLAGE JUICE FAMILY MARKET CRAWFORD HOYING NETCARE MARCS Nelson Yoder Allan Brown MILO’S DELI AND CAFÉ/EXPRESS Russ Hunter CATERING Jamie Moore ORANGE BARREL MEDIA MRN, LTD Brent Crawford Pete Scantland NAI EQUITIES NICHOLS RENTALS/BOX PROPERTIES/ FRANKLINTON CYCLEWORKS ST. JOHN’S EPISCOPAL CHURCH HAMILTON HOLDINGS LLC Greg Lanham Rev. Meribah Mansfield OHIO CAPITAL CORPORATION FOR Jonathan Youngman Rev. Lee Anne Reat HOUSING ST. JOHN’S EPISCOPAL, CONFLUENCE SHOP AND SAVE FRANKLINTON GARDENS Jed Dearing SOUTHPARK Ashley Laughlin SUBWAY Nick Stanich WAGENBRENNER DEVELOPMENT SUGARMAN OFFICE FURNITURE Mark Wagenbrenner THE NRP GROUP, LLC FRESH FOODS HERE Eric Wagenbrenner TIM HORTONS Caitlin R. Marquis Rob Harris UNITED DAIRY FARMERS Michael Amicone VANNATTA BROTHERS GLADDEN COMMUNITY HOUSE YALE AVENUE APARTMENTS Joy ChiversCommunity Survey

We are making plans for West

SOUDER AVENUE Franklinton and we need your help!

STEVENS AVENUE

BALTIMORE & OHIO RR Share your ideas by completing the 5 CABLE AVENUE

SR-315 exercises on both sides of this sheet. BROAD STREET

HARTFORD AVENUE

GLENWOOD AVENUE MT. DAKOTA AVENUE CARMEL PRINCETON AVENUE HOSPITAL

YALE AVENUE

BREHL AVENUE TOWN STREET Answer each question by drawing the GLADDEN GREEN STREET FRANKLINTON COMMUNITY LIBRARY HOUSE 1 corresponding symbol on the map RICH STREET

CENTRAL AVENUE What one place would make the neighborhood better if it was dramatically different from how it is today? SULLIVANT AVENUE What location do you consider the HEART of West

CAMPBELL AVENUE Franklinton? If you could create a new neighborhood park in West I-70 BALTIMORE & OHIO RR Franklinton where would you build it? What is the one place that a visitor to Franklinton MOUND STREET should see? CONTACT: Christine Palmer Leed HARMON AVENUE Neighborhood Planner 614.645.8791 [email protected] See back for more questions TO PROVIDE ADDITIONAL IDEAS FOR THE WEST FRANKLINTON COMMUNITY, VISIT: WWW.WESTFRANKLINTON.COM

GREENLAWNNAV AVENUEENUEE

COMMUNITY SURVEY A4 APPENDIX 1 - PUBLIC INPUT PUBLIC INPUT: SURVEYRESPONSES Appendix 1 a D D D D o C A t Other (flowers,etc.) Bike lanes On-street parking Wider sidewalks Street lights Street trees Pedestrian “bump-outs”atintersections Fewer vehicular lanes l A T Harmon Avenue –streetimprovements (Curbsandsidewalks where missing) Sullivant Avenue –streetimprovements (Curbs, upgraded pedestrianintersections Town Street–streetimprovements (Curbs,upgraded pedestrianintersections) Central Avenue –streetimprovements (Curbs and sidewalks wheremissing,upgraded pedestrianintersections) Broad Streetroaddiet(Narrowercross-section,on-streetparking,bike lane,crosswalks) A P Sports fields Hard courts(basketball, Playground equipment Walking paths Picnic shelters Picnic tables Benches h e b f n h o o o o h D n I r a n l o e o s o y y y y e s - s o s v w u 7 a o f w t y o o o o 3 w e g i 0 s e o s e u u u u 1 ? m h o e ) e r l e r s s s a 5 ? l O “ u t o O r p r G h D s A A A A A u u u O w g o p a r p p p p r o n n n n n u i r e a t e n n p p p t i t w p s s s s s p e o t a i e g k o o o e o w w w w w t p o n n n w f i r r r t w n t o s o e e e e e t t t t Yes Yes Yes Yes Yes f o i s ) t t t h No No No No No v t a r r r r r r i n ? w t t O O O O O h h h e h e y h t s Broad Streetroaddiet(Narrowercross-section,on-streetparking,bike lane,crosswalks) n e e e e r a t f h p p p p p ” d s d f o h e o F s t t t t t e o a i i i i i e n r r t l o o o o o c l r l a a d D l h o a n n n n n o o f f w o e n t t w s s s s s w t r H g n i f k a a o i i c n l o y u n f n i i n t e s g c c i P g o d t t p p u o o o t e t f r s n r u o “ r i l h f i n i r t t c a n D i i e o c h d R n l e l o n r i a o p g s i a t w e t r i l f n y s a n e s s n o i l t d r s t o o i t i r R R R R R o , u h a e m u 100.0% u t G P P P P P 96.1% 93.6% 13.3% 86.7% 13.2% 86.8% w e e e e e l b q a h r 6.9% 6.4% 0.0% r s p c e e e e e s s s s s u n e t o e e e r e r r r r r y p p p p p o i ” W a r c c c c c l d r s F i o o o o o v e e l e e e e e e o e g s n n n n n e v v n n n n n r e c v u a s s s s s m a e u o t t t t t s e a w e e e e e n a i n t m e 16 12 l d r

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PUBLIC MEETING INTERACTION/INPUT A6 APPENDIX 2 - UTILITIES planning area. booster stationsorstorage tanks)withinthe distribution infrastructure facilities(i.e. feet (NGVD1929).There are noother water with acontrol hydraulicgradelineof915 Central Pressure Districtwhich operates the rear. Thisarea isencompassed inthe service linesfeedthehousesthrough located intherear alleysandthusindividual of theresidential blocks,themainsare the developmentinarea. Within many which canbeattributedtotheintensityof network ofexistingmainsisextensive by theDivisionofWater (DOW).The by theCityofColumbusandmaintained water mainswhichare ownedandoperated currently servedbyanetwork ofexisting The West FranklintonNeighborhoodis 1.0 ExistingSystemandPlans INFRASTRUCTURE WATER DISTRIBUTION readily availableandpertinent information. these three utilitiesbasedonareview ofthe summaries havebeenprovided foreachof current plansforthestudy area. Individual and Drainage(DOSD),thereview of Water (DOW)andtheDivisionofSewerage Utilities (DPU),includingtheDivisionof staff withthecity’s DepartmentofPublic This efforthasalsoincludedinterviewsof sanitary sewerandstormutilities. aspects ofthepublicwatersupply, format toreview anddescribedcertain a GeographicInformationSystem(GIS) utility mappingfortheplanningarea in included obtainingthecity’s mostrecent Franklinton planningarea. Thisefforthas of thepublicutilitieswithinWest document istoprovide anoverview The purposeofthissectionthe PUBLIC UTILITIESOVERVIEW Appendix 2

Appendix 2 PUBLIC UTILITIES OVERVIEW

The sizes of the waterlines in the planning communicated by DOW staff through this area vary from 1-½-inch lines serving coordination are listed below. a couple of properties to a 36-inch transmission main which runs along Yale • There are no planned water distribution Avenue. A majority of the water mains in capital improvements within the planning the area date to the early 1900s. Pipes from area. this era are made of thick-walled cast iron • The city’s recently completed (2012) and tend to be in better service condition Comprehensive Water Distribution than those constructed between 1920 and System Master Plan did not identify any 1950 where the thickness of walls were system needs in this area. reduced in the manufacturing process. The • A map of water mains break history DOW maintains record plans for all of these for the area was provided. Breaks were distribution lines. A portion of the water minimal and considered well below the distribution system is shown on Exhibit 1 , threshold requiring large-scale corrective depicting the various aspects of the system action. A majority of the documented described above. breaks were associated with 2-inch and smaller waterlines. Historical hydrant testing data was • The DOW staff feels the system functions obtained which indicated static pressures well in the West Franklinton Area. in the study area ranged between 80 psi • The practice of locating water mains and 94 psi, which are optimal levels. The within the alley is no longer approved minimum normal operating pressure for a and DOW staff has concerns about the water system as identified by the Ohio EPA ability to maintain lines which are is 35 psi. Available fire flow values range currently located in the alleys. APPENDIX 2 - UTILITIES between 1,130 gpm and 6,400 gpm, with a • The number of water mains providing majority in excess of 2,000 gpm. Flow tests system connectivity across major near the low end of the range appear to be features (i.e., limited access highways, A8 the result of site specific constraints such railroads, etc.) is good with an as a small diameter main and do not appear acceptable amount of redundancy. to suggest a lack of system performance. • The DOW would look at any While fire flow requirements are dependent transportation improvements to see if on land use and building particulars, these there are ‘projects of opportunity’ where values appear to be adequate. they could replace or rehabilitate existing infrastructure at reduced costs. 2.0 Coordination with the city’s DPU In the course of conducting this study, 3.0 Future Anticipated Improvements the team met with planning, engineering within the Planning Area and administration staff from the DOW. As noted above, there are no specific The intent of these discussions was capital improvement projects currently to better understand any identified planned for this area related to the existing needs or planned activities for the West water distribution system. Franklinton Neighborhood. The key points 4.0 Design Standards and Regulatory • The DOW will discourage the practice Considerations of tapping the large diameter While it has been identified that the existing transmission mains with small diameter water distribution system is generally taps serving only one or two customers. in good operating condition, there are The preferred concept would be to utilize a number of items for consideration if large diameter taps (6-inch and larger) off redevelopment of the West Franklinton of the transmission mains to be the Neighborhood is being planned, as listed tapping location for small diameter below. services. • Any new water mains will need to be • Water lines 4-inches and smaller will designed in accordance with the DOW not likely be able to meet current fire flow design guidelines and the regulations (and potentially domestic) demands for of the Ohio EPA’s Division of Drinking redevelopment. It should be anticipated and Ground Waters. Of particular note that redevelopment in areas served by is that new water mains will need to water lines 4-inches and smaller will be constructed a minimum of ten feet require upsizing of those lines. Current from sanitary sewers and twenty feet standards provide that all distribution from buildings. This can be challenging in mains should be 6-inches and larger. densely populated urban areas and • While it has been identified that the should be considered early in the system is serving the existing demands planning and engineering process. adequately, changes in land use could • It should be noted there are no water result in the increase of water demands mains along Broad Street between which in-turn could reduce the level of Souder Avenue and Central Avenue. The service. In conjunction with existing properties along this stretch are redevelopment efforts, site specific served by water mains located in hydraulic analyses should be performed the alleys to the north and south. If to confirm the adequacy of the redevelopment of the Broad Street system to meet the domestic and fire corridor is a focus area, consideration flow demands of the new land uses. should be given to locating a new main Specific consideration should be given along Broadway to reduce dependency to the current design standards for on the mains located in the alleys. required fire flows which are heavily dependent on building type and use. • Where redevelopment is occurring, the DOW will likely encourage that water mains be relocated outside of the alleys. This may be especially difficult where the development does not occur on both sides of the alleys as the existing buildings have internal plumbing which accommodates rear fed water services. Appendix 2 PUBLIC UTILITIES OVERVIEW

!(

G ST SANITARY AND COMBINED SEWERS I 670 59 LON I 670 £¤33 !( N ELM ST M cKI H NLEY AVE F R I G O T H GAY S E E N

S V RIVER ST V T A T T S The information below pertains to the A N M cK W N INLEY AVE S LY E

S T A

L R T L A S 315 E R T sewer system serving the planning area. IVE !( L AD S Y R BRO I E RENE PL G A S S W T D N 42 T O M H H I S O T This section includes a discussion of both S S S U T A T !( I A R O C R R S O T C S Y 70 C P D 33 A R M C I E D R 3 §¨¦ O V N R A F 9 E R E M L E T B S A !( H T G A 1 H Y C O S A Y T 0 N G S S S I R F V D U S sanitary and combined sewers, where S 5 A N A A R O I K R " O B S T C S O E T W T C Y C T 4 A E L S I E T I T 0 VE A O S D H C A D R S V L E N E / L E M V E B S D N G G M E S U E M W E T D S R N E C sanitary sewers convey only domestic/ A A R I I 26 O L T O N T O L O F A T N E V A S V G E S A T A D L T A 3 T T Y !( S R N N D S A A E E V T U R Z DSR 96 A 1 S B E T V V E S A M T 5 A A I V L A non-domestic sanitary flow and combined O L T E 23 !( R E T V £¤ E V S c V I I V L I F S N 7 A E D !( E E T H 0 E O L W L G L S A O W E R A U A O V sewers convey both sanitary flow and A W S M G R D G C S L E 27 V U R T A E T T 40 R A L D A E £¤ D F U L !( R T E S S A E V T S E A O B T L stormwater runoff. Current investigations T S E T E K R S I R B T S S N L N A O T PIT A D A T C Y S T T L S A S ST A V ITA CH A I P A T R A V indicate that combined sewers have been C T 28 T E !( L S E S T V I A T E 7 A S E A G !( 0 E G V C N I A H P F ST W E S T L Y NU V T eliminated from the West Franklinton D L S L A T A Y K W R E W R P HE E C A U T W W N I " R S T P S 0 D O 9 T IN S ST MA K T H E W E R C E T I O R S S M WN K U J !( planning area except along Scott Street and S E TO T I S E N S O I N Y O E MA P S T S S ST C ST O R W C N E 4 W ST R D L O L B T T S Y O U O N P R A N 0 A L R E A D E W E T H E A W C V T / V S N Town Street. T Y D T R B S H ER T S L R E H A IC C E R D O R A S T E K V ST T

H N R O N A C I S C E R S

A A D T A V 3 T A T H S WN Y Y V L 1 D O B T O A A T S V H RY A A N IC R R E 5 E H T C V R S N E D V N L E U C O I M W E D D S E E R Y 1.0 Existing System and Plans E L B H A A A R N S I A N A A A E L L 70 K P L H E V V 70 S T V §¨¦ L E A O X §¨¦ O 1 7 E E -I V R 0 E 1 -I7 H I7 V 0 T 7 F Most of the sewer systems in the planning H I U A S R L I T A O I D N E A S R G A T V T L

E E A H M 864 3 0 7 S A R 1 I V area were at one time combined systems; T V !( S A I " 5 E 36 E E N 7 5 T E V V S A 31 A VE 0 LOW SR V N A BEL E O however, past capital improvement projects ORE LL AV S T D C BE 71 VE Y P I A N DSR 95 M O A 508 N A RE G C ER ST O A T D L 0 S !( L O U !( H in this area have created separate storm S I 7 S U W E I R N 70 L L B I H M O A T E B A T F S W 3 E S K O C B 5 BE H V 1 0 1 C O C 7 R 3 I L E R R B P I V S and sanitary sewers. Currently, the vast E 5 O A V A R E H E AS 70 E E A E M L I O H V §¨¦ D N N A H D A T A X N O T A I L L

E N V E U R H A A O

V

P majority of the planning area is served by R A E

R E V V L A AV N I7 V T

E N R E E A 0 M A E Legend IV R S L A E 0 D I L L E U M V U I7 E 7 T T N I S A S N E A V A R A O 1 O E N M IO T T T A a separate sanitary sewer system. The V C A A Y H E D S R V N N H O N C R E U U E A C !( M Design Sanitary Relief (DSR) C O B Y V M I T L E A 7 O A 1 O W E E L current sewer mapping information for this N M S APPENDIX 2 - UTILITIES V N A V I O H 70 7 F S D Center B A A L §¨¦ R 0 S A £¤23 O W B T A V R Y O A T A W D O R R W N Y D area suggests the potential for combined E B V CS CE N B W I E Trunk Sewer A R E T IE A S A P T W U A H L N A V 3 N P V A A S R S L S E 6 A V K M sewers near SR 315 (a 30-inch sewer at T L Y O A H E E West Franklinton Boundary E T E " M V A V L A i S N V IO A N D A N 7 U R T O E T I S V D F S 1 E F S K E T V E A C H R Scott Street; RP 308), and at Town Street I Westside Sanit Aary Sewer R S O N NT A E O E R A P M E NG V U L D E RI R E SP E D W K D M KOSSU H T (a 36-inch sewer; RP 21). These sewer OSIS P E H ST VE N A I O I D R N S A10 L OR G 71 A FF N §¨¦ B B W L A T S C R A E S S V T A U W E Scioto Main Trunk Sewer S A H L U V IT R G TIE 84 systems would only receive sanitary flows H T IG R S O GR T T L A B E V E O L V N !( R S E F X I E I B I R D I K H A R G R 7 A O as an overflow from other existing sewers. E R 1 A 9 R A A T A A 0 N R A S E M V V D V V N H " W T E U E CITY OF COLUMBUSE , FRANOKLIN COUNTY, OHIO I 86

E A M A N Abandoned combined sewers are indicated A 7 S V F L E 1 !( T V Y AV EY I PHR 83 L E V HUM E

E L WEST FRANKLINTON 878!( S D on mapping as along the west end of T T !( T D D Scioto Main Sanitary E R UTILITYT EXHIBIT 2 R S Rich Street, and along Greenlawn Avenue. HN S Trunk Sewer B AUG T N U V MAIN SANITARY TRUNK SEWERS £¤62 W T E

O Further confirmation of the disposition of L ON AVE V E R WHART G A

R E Feet B R AV Y A A E E the other mapped combined sewer systems 0 500 1,000 R 2,000 ¹ B V GARLIN E G AVE GREENLA R WN AVE I E N

K L is recommended as part of any future DEate: December, 2014 A V E W A K A P N V D E R T

engineering efforts in this area. W G T HI N TE Scale: O H 1" = 1,000' R S E T EA REAVER D G U LN R T

D I T B Westside Sanitary 7 O IS 1 N

C OSIS Job No: 2013-1867R S O JA S Sewer CKS R RA D ST R

O N F Three main sanitary trunk sewers serve N RD A SBU T RG T H A STIM H S S VE ME T L RD S

Sheet: 1 of 1 F §¨¦71 the planning area. Exhibit 2 depicts I ST G J:\20131867\GIS\layouts\Utility_Exhibit_2_Main_Sanitary_Trunk_Sewer.mxd the location of these trunk sewers and 138 !( their sewershed (tributary) areas. A brief !(

G ST I 670 59 LON I 670 £¤33 !( N ELM ST M cKI H NLEY AVE F R I G O T H GAY S E E N

S V RIVER ST V T A T T S A N M cK W N INLEY AVE S LY E

S T A

L R T L A S 315 E R T IVE !( L AD S Y R BRO I E RENE PL G A S S W T D N 42 T O M H H I S O T S S S U T A T !( I A R O C R R S O T C S Y 70 C P D 33 A R M C I E D R 3 §¨¦ O V N R A F 9 E R E M L E T B S A !( H T G A 1 H Y C O S A Y T 0 N G S S S I R F V D U S S 5 A N A A R O I K R " O B S T C S O E T W T C Y C T 4 A E L S I E T I T 0 VE A O S D H C A D R S V L E N E / L E M V E B S D N G G M E S U E M W E T D S R N E C A A R I I 26 O L T O N T O L O F A T N E V A S V G E S A T A D L T A 3 T T Y !( S R N N D S A A E E V T U R Z DSR 96 A 1 S B E T V V E S A M T 5 A A I V L A O L T E 23 !( R E T V £¤ E V S c V I I V L I F S N 7 A E D !( E E T H 0 E O L W L G L S A O W E R A U A O V A W S M G R D G C S L E 27 V U R T A E T T 40 R A L D A E £¤ D F U L !( R T E S S A E V T S E A O B T L T S E T E K R S I R B T S S N L N A O T PIT A D A T C Y S T T L S A S ST A V ITA CH A I P A T R A V C T 28 T E !( L S E S T V I A T E 7 A S E A G !( 0 E G V C N I A H P F ST W E S T L Y NU V T D L S L A T A Y K W R E W R P HE E C A U T W W N I " R S T P S 0 D O 9 T IN S ST MA K T H E W E R C E T I O R S S M WN K U J !( S E TO T I S E N S O I N Y O E MA P S T S S ST C ST O R W C N E 4 W ST R D L O L B T T S Y O U O N P R A N 0 A L R E A D E W E T H E A W C V T / V S N T Y D T R B S H ER T S L R E H A IC C E R D O R A S T E K V ST T

H N R O N A C I S C E R S

A A D T A V 3 T A T H S WN Y Y V L 1 D O B T O A A T S V H RY A A N IC R R E 5 E H T C V R S N E D V N L E U C O I M W E D D S E E R Y E L B H A A A R N S I A N A A A E L L 70 K P L H E V V 70 S T V §¨¦ L E A O X §¨¦ O 1 7 E E -I V R 0 E 1 -I7 H I7 V 0 T 7 F H I U A S R L I T A O I D N E A S R G A T V T L

E E A H M 864 3 0 7 S A R 1 I V T V !( S A I " 5 E 36 E E N 7 5 T E V V S A 31 A VE 0 LOW SR V N A BEL E O ORE LL AV S T D C BE 71 VE Y P I A N DSR 95 M O A 508 N A RE G C ER ST O A T D L 0 S !( L O U !( H S I 7 S U W E I R N 70 L L B I H M O A T E B A T F S W 3 E S K O C B 5 BE H V 1 0 1 C O C 7 R 3 I L E R R B P I V S E 5 O A V A R E H E AS 70 E E A E M L I O H V §¨¦ D N N A H D A T A X N O T A I L L

E N V E U R H A A O

V

P R A E

R E V V L A AV N I7 V T

E N R E E A 0 M A E Legend IV R S L A E 0 D I L L E U M V U I7 E 7 T T N I S A S N E A V A R A O 1 O E N M IO T T T A V C A A Y H E D S R V N N H O N C R E U U E A C !( M Design Sanitary Relief (DSR) C O B Y V M I T L E A 7 O A 1 O W E E L M N V S N A V I O H 70 7 F S D Center B A A L §¨¦ R 0 S A £¤23 O W B T A V R Y O A T A W D O R R W N Y D E B V CS CE N B W I E Trunk Sewer A R E T IE A S A P T W U A H L N A V 3 N P V A A S R S L S E 6 A V K M L Y O T A H E E West Franklinton Boundary E T E " M V A V L A i S N V IO A N D A N 7 U R T O E T I S V D F S 1 E F S K E T V E A C H R I Westside Sanit Aary Sewer R S O N NT A E O E R A P M E NG V U L D E RI R E SP E D W K D M KOSS OSIS H UTH E S VE P T N A I O I D R N S L OR G 71 A FF N §¨¦ B B W L A T S C R A E S S V T A U W E Scioto Main Trunk Sewer S A H L U V IT R G TIE 84 H T IG R O GR ST T L A B E V E O L V N !( R S E F X I E I B I R D I K H A R G R 7 A O E R 1 A 9 R A A T A A 0 N R A S E M V V D V V N H " W T E U E CITY OF COLUMBUSE , FRANOKLIN COUNTY, OHIO I 86

E A M A N A 7 S V F L E 1 !( T V Y AV EY I PHR 83 L E V HUM E

E L WEST FRANKLINTON 878!( S D T T !( T D D Scioto Main Sanitary E R UTILITYT EXHIBIT 2 R S HN S Trunk Sewer B AUG T N U V MAIN SANITARY TRUNK SEWERS £¤62 W T E

O L ON AVE V E R WHART G A

R E Feet B R AV Y A A E E 0 500 1,000 R 2,000 ¹ B V GARLIN E G AVE GREENLA R WN AVE I E N

K L DEate: December, 2014 A V E W A K A P N V D E R T

W G T HI N TE Scale: O H 1" = 1,000' R S E T EA REAVER D G U LN R T

D I T B Westside Sanitary 7 O IS 1 N

C OSIS Job No: 2013-1867R S O JA S Sewer CKS R RA D ST R

O N F N RD A SBU T RG T H A STIM H S S VE ME T L RD S

Sheet: 1 of 1 F §¨¦71 I ST G J:\20131867\GIS\layouts\Utility_Exhibit_2_Main_Sanitary_Trunk_Sewer.mxd 138 !( Appendix 2 PUBLIC UTILITIES OVERVIEW

description of these trunk sewers is of the DSRs2. The location of the DSRs is provided below. described below, along with a summary of the City’s previous actions to address the • Scioto Main Sanitary Trunk Sewer: a 90- identified DSRs. inch diameter sewer at 0.04-0.06% slope located along State Street near Central • DSR 96 is located on an alley East of Avenue and Princeton Avenue (RP 2418, Glenwood Avenue and North of 2419, 2420). This trunk sewer serves West Broad Street at structure most of the west side of Columbus, number 0008S0224. DOSD initiated, including portions of the cities of Dublin a Sewer System Inflow and Infiltration and Hilliard. (I&I) Remediation Project, to improve the • West Side Sanitary Trunk Sewer: a 36- sanitary collection system in the Sullivant inch diameter sewer at 0.04-0.09% Avenue area while mitigating DSR 96 slope, serving the south side of the activations and Water-in-Basement (WIB) planning area. This sewer was complaints. rehabilitated in 2006 (CC-14765). • The Olentangy-Scioto River Interceptor The study of this area included system Sewer (OSIS): a 126-inch x 66-inch capacity evaluations and various field sewer at 0.05% slope, serving all investigations. Exhibit 3 illustrates the combined sewer areas for Columbus study area boundary. All sewers in the and a large service area east and west of Sullivant Avenue study area were cleaned the Olentangy River (RP 1054). The OSIS and televised in 2010. Since that receives flow from the southern portion time, DSR 96 has not registered a of the planning area bounded by the

APPENDIX 2 - UTILITIES single activation (overflow). The study Scioto River, Greenlawn Avenue and east recommended increased cleaning and of I-71. inspection frequencies, modifications to the existing operations and maintenance A12 Two Designed Sanitary Reliefs (DSR) are (O&M) programs including grease located in the planning area. These are control and root control, open-cut sewer cross connections between the sanitary point repairs, sewer replacements, sewer sewer system and either a water way or a rehabilitation, and additions to the storm sewer system. DSRs are designed to Project Dry Basement Program.3 allow sanitary flow that exceeds the sewer system capacity to surcharge and overflow • DSR 95 is located at Sullivant Avenue in order to prevent exposure of the public and east of Dana Avenue at structure to raw sewage. The 2005 Wet Weather number 0007S0215. This DSR is located Management Plan (WWMP)1 presents the on the Scioto Main Sanitary Trunk Sewer plans to mitigate potential Sanitary Sewer (RP 867). DSR 95 was addressed in the Overflow (SSO) due to wet weather. Exhibit Wet Weather Management Plan 2 illustrates the location of DSR 95 and 96 (WWMP) as part of the Large Scale and Figure 1 illustrates historical activations System Strategy4. There are currently no

1City of Columbus, Wet Weather Management Plan (WWMP) CIP 650360 and CIP 650390, July 1, 2005 2City of Columbus, DOSD, Monthly reported SSOs to OEPA 3City of Columbus, Field Investigations Report, Sullivant Avenue Sewer System Remediation I/I Study, CIP 450405.12, December 2012 7 0 I 6 S S C R I O

T O 3

R 1

I V 5 E M c R K I N L E Y A V

C O N R A I L R A I L R O A D

G

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G G E E R N R

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B B

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A S A N S T V T T T V W S C O

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S T A O A D W B R V

Legend CITY OF COLUMBUS, FRANKLIN COUNTY, OHIO WEST FRANKLINTON Combined Sewer Manhole UTILITY EXHIBIT 3 Sanitary Sewer Manhole WATER DISTRIBUTION SYSTEM Feet Combined Sewer 0 200 400 800 ¹ Sanitary Sewers Date: July, 2014 D D DAbandoned Sewer Scale: 1" = 400 Job No: 2013-1867 Priority Area Perimeter Sheet: 1 of 1 J:\20131867\GIS\layouts\Utility_Exhibit_3_West_Franklinton_Sullivan_Study_Area.m xd Appendix 2 PUBLIC UTILITIES OVERVIEW

recommendations developed as part of OSIS in wet weather and provide continued that strategy that would directly service of the sewer system through the affect the future re-development of the pump station. During normal, dry-weather West Franklinton planning area. Future flow conditions, the Greenlawn Avenue planning or engineering efforts should sewer discharges by gravity to the OSIS. be done to determine the potential for any improvements to eliminate DSR 95 The city has previously conducted area- that would affect future projects in the wide improvements in the planning area West Franklinton area. to rehabilitate the sanitary sewer system. Improvements included lining the system to A sanitary pump station has been recently improve system capacity, removing certain constructed and is currently under operation blockages and reducing the potential at the east side of Greenlawn Avenue5 near for inflow and Infiltration (I/I) during wet the Scioto River (Figure 2). The purpose weather events. of the pump station is to protect against future back-ups from the OSIS to sanitary 2.0 Coordination with the City’s DPU sewer services along Greenlawn Avenue DPU is currently implementing the Blueprint during wet weather events. The sanitary Columbus initiative which is an Integrated pump station has an automated sluice gate Solutions planning effort to mitigate which would hydraulically disconnect the activations of DSRs within targeted areas Greenlawn Avenue sewer system from the using sustainable stormwater practices, APPENDIX 2 - UTILITIES

A14

4City of Columbus, 2005 Wet Weather Management Plan (WWMP), Section 11, Exhibit 11.2.1, Pg 2 5City of Columbus, DOSD, CIP 650742-100004 Greenlawn Avenue Storm & Sanitary Sewer Improvements, 2013 namely green infrastructure (GI). In an agreement between the city and the Ohio Relative to sewer system capacity, there EPA, portions of the city’s WWMP have were no specific areas of concern noted been suspended while the city pursues the within West Franklinton. However, DPU application of GI in identified DSR areas. As maintains a comprehensive sewer system part of Blueprint Columbus, the application model that will be used to identify any of GI is intended as an area-wide capacity issues for future land use changes. improvement with the goal of providing more effective drainage and eliminating 3.0 Future Anticipated Improvements significant sources of inflow and infiltration within the Planning Area (I/I) to the sanitary sewer system, thereby As mentioned previously, portions of the reducing the potential for SSOs associated WWMP have been suspended and are with wet weather events. The use of GI has being reconsidered under the Blueprint the additional benefit of improving water Columbus initiative. One of the original quality associated with stormwater runoff WWMP projects under reconsideration is and complements the overall objective of the Olentangy Relief Tunnel (ORT) project. the city’s WWMP to reduce the discharge of A north-south tunnel corridor has been contaminants and pollutants to the streams identified for the ORT project which would and rivers within the city. pass through the West Franklinton planning area. There are proposed access shafts As discussed, given the current status of and relief sewers associated with the ORT the DSRs 95 and 96, the West Franklinton that would impact portions of the planning planning area is not currently under area. Details of the proposed ORT project consideration for this initiative. However, are provided in Appendix O of the WWMP Blueprint measures could be utilized in report6. Further coordination with DOSD is West Franklinton to promote water quality recommended as the West Franklinton plan and overall stormwater management. advances.

Future sewer capital improvement projects 4.0 Design Standards and Regulatory involving sewer lining will be evaluated Considerations in conjunction with other improvement The design requirements of the Sanitary projects at which time DPU will make the Sewer Design Manual should be determination as to the necessity and followed when evaluating proposed process for rehabilitating those sewer lines. changes to the current sewer system, In other words, if there was a roadway including providing documentation of any project or other significant improvement changes to sewershed tributary areas, within a given area, DPU would focus population densities and design flows. As attention and address the needs of mentioned previously, the DPU maintains the sewer lines in that project area. a comprehensive sewer model that may This process would apply to any future be necessary to evaluate any significant redevelopment efforts within the planning changes to the sewer system. area.

6City of Columbus, DOSD, Wet Weather Management Plan (WWMP), Appendix O, July 2005 Appendix 2 PUBLIC UTILITIES OVERVIEW

C O CONR N AIL R A I Due to the proximity of the West Franklinton L £¤33

R R planning area to the Jackson Pike §¨¦670 Wastewater Treatment Plant (WWTP),

both the West Side Sanitary Trunk Sewer £¤40 and the Scioto Main Sanitary Trunk Sewer R.R. !(315 experience backup flow conditions. A flow §¨¦70 d St meter, referred to as ’Columbus_S1’ is W Broa installed in the Scioto Main Sanitary Trunk Sewer at structure number 0007S0471, which is located near Mound Street and £¤40 the ramp between Mound and I-70. t r Town S e W iv This meter has collected flow data since R to 1995 and documented a surcharge event io ch St c R W Ri S

.

R on December 16, 2011 which indicated C .

e

n

t the flow depth may reach elevation r

a

l

697.78 (NGVD 29). Tributary sewers to A v

e the Scioto Main Sanitary Trunk Sewer §¨¦70 §¨¦70

may receive a flow backup under similar R .R conditions. For example, invert elevations . of the sewer located at the alley east of §¨¦71 Ave vant Princeton Avenue (RP 67) range between Sulli §¨¦70 696.89 and 697.40, below the observed Legend 697.78 flow elevation. As such, sewer §¨¦70 capacity calculations using a conventional West Columbus Floodwall APPENDIX 2 - UTILITIES Railroad

spreadsheet tool may not be applicable. West Franklinton Boundary H a

r The presence of the two DSRs in the study 100-Year (1% Annual Chance) Floodplain m o

n

area (DSR 95 and 96) may lead the City A

v to limit any changes to land use in the e A16 Source: §¨¦71 £¤23 planning area that would increase flow rates FEMA - DFIRM (June 17, 2008) in the sewer system without the benefit of the detailed model evaluation to determine CITY OF COLUMBUS, FRANKLIN COUNTY, OHIO if the system would be adversely impacted. WEST FRANKLINTON Scio to R UTILITY EXHIBIT 4 iver FLOOD HAZARD AREA

Feet 0 500 1,000 2,000 ¹

Date: December, 2014 £¤62 Greenlawn Ave §¨¦71 Scale: 1" = 1,000'

Job No: 2013-1867

£¤23 Sheet: 1 of 1

J:\20131867\GIS\layouts\Utility_Exhibit_4_Flood_Hazard_Area.mxd C O CONR N AIL R A I L £¤33

R R §¨¦670

£¤40 R.R. !(315

§¨¦70 d St W Broa

£¤40

t r Town S e W iv R to io ch St c R W Ri S

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e §¨¦70 §¨¦70

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§¨¦71 Ave vant Sulli §¨¦70 Legend §¨¦70 West Columbus Floodwall Railroad

West Franklinton Boundary H a

r 100-Year (1% Annual Chance) Floodplain m o

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Source: §¨¦71 £¤23 FEMA - DFIRM (June 17, 2008)

CITY OF COLUMBUS, FRANKLIN COUNTY, OHIO WEST FRANKLINTON Scio to R UTILITY EXHIBIT 4 iver FLOOD HAZARD AREA

Feet 0 500 1,000 2,000 ¹

Date: December, 2014 £¤62 Greenlawn Ave §¨¦71 Scale: 1" = 1,000'

Job No: 2013-1867

£¤23 Sheet: 1 of 1

J:\20131867\GIS\layouts\Utility_Exhibit_4_Flood_Hazard_Area.mxd Appendix 2 PUBLIC UTILITIES OVERVIEW

STORM SEWER SYSTEM AND The majority of the storm system within STORMWATER MANAGEMENT the planning area discharges to the south, under I-70 and eventually to the Scioto 1.0 Existing System and Plans River within Lou Berliner Park. Due to The majority of the planning area is the presence of the floodwall there are protected by the West Columbus Floodwall numerous pump stations in the vicinity of which extends along the west bank of the the planning area to manage stormwater Scioto River between Dry Run, a tributary runoff in the event of high water in the to the Scioto River at the far northwest river. Most of these pump stations are corner of the planning area, and a point associated with drainage along I-70 and just north of the Frank Road underpass at SR 315. The existing storm systems are I-71. Without the presence of the floodwall, separated into the sub-watershed areas the planning area would be significantly described below. These sub-watersheds impacted by the 100-year flood hazard (1% and various pump stations are shown on annual chance floodplain) of the Scioto Exhibit 5 . The designated sub-watershed River. As it stands, the areas protected areas are intended to be general in nature by the levee are considered to be non- and reflect the major storm sewer systems floodprone and are not subject to the city’s within the planning area. Smaller, isolated floodplain management regulations as part storm sewers may cross these boundaries of any future redevelopment activities. The at various locations. flood hazard designations for the planning area are shown on the Flood Insurance • The Northern Sub-watershed (north of Rate Map (FIRM) for Franklin County and I-70) which discharge under the highway Incorporated Areas, Number 39049C, and to the Scioto River in Lou Berliner APPENDIX 2 - UTILITIES panels 308 and 309, dated June 17, 2008. Park. This area is served by the Renick Run pump station located along the west There is still some portions of the planning side of I-71, which is associated with the A18 area within the 100-year floodplain and floodwall. those are shown on Exhibit 4. The floodwall • The Eastern Sub-watershed (1) that does not protect areas east of I-71, appears to discharge to an outfall at the including the portion of the planning area Scioto River very near to the SR 315 along Greenlawn Avenue between the bridge. This area is served by a pump highway and the Scioto River. There is an station on the east side of the highway embankment along the river at this location and north of West Broad Street but it is not a certified levee. Recent borings (designated ST-2). into this levee indicate it is not constructed • The Eastern Sub-watershed (2) which in accordance with current levee design discharges beneath SR 315 and to standards7. Additionally, overtopping of the Scioto River just north of the I-70/71 the levee is anticipated during larger flood bridge. There is a floodwall pump station events. associated with this system located at Dodge Park. There appears to be an overflow built into this system that would

7OSIS Augmentation Relief Sewer Final Design Report, Test Pits and Test Borings, 2010 allow a portion of the flow in this system 2.0 Coordination with the City’s DPU to be directed south to the same outfall Currently there are no planned storm as the northern sub-watershed. system improvements within West • The Southern Sub-watershed (south Franklinton. Future service requests may of I-70). There appear to be two separate provide some indication of recurring storm systems associated with this area; problems associated with the capacity and/ however, they both discharge to the or maintenance of the system that could be same river outfall as the northern area addressed through redevelopment and the and are served by the Renick Run pump related public infrastructure improvements. station. Unlike the sanitary sewer system, DPU • The Greenlawn Avenue Sub-watershed does not maintain a model of the existing which includes a local storm sewer storm sewer system. Models would likely system discharging to the Scioto River need to be developed to understand which is protected from backwater potential limitations in storm sewer capacity flooding from the Scioto River by a flap in conjunction with future projects. The gate installed at the outfall and a sluice application of the Stormwater Drainage gate installed within the storm sewer. In Manual is discussed later in this section of case of high water elevations in the river the document. and the associated gate closure, DOSD will mobilize portable pumps to clear the As referenced previously, the City’s ponding of stormwater runoff. Integrated Solutions planning initiative • There are storm systems associated with promotes the use of GI features to mitigate the major highways abutting the planning the impacts of stormwater runoff. This area which have their own outfalls. For is in addition to other similar initiatives the most part, it appears these drainage and technical guidance provided by the systems are separate from the storm city related to the use of GI as an integral sewers within the other portions of the component of stormwater management planning area. plans for both site development projects • There is a small portion of the planning and public infrastructure improvements. area south of I-70 where the existing Although the on-going Blueprint Columbus storm sewer system is not well-defined initiative does not currently apply to and the outfall is not apparent. This West Franklinton, the city will continue area is currently shown on Exhibit 5 to promote the use of GI to manage as not being associated with any of the stormwater runoff in this area. Given designated sub-watersheds. the potential for storm sewer capacity limitations, such practices may become There are no specific plans to reference in a fundamental component of future site regard to the existing storm system, but improvements. operating protocols related to the floodwall and stormwater pump stations impacting the planning area are available through DOSD. Appendix 2

C O CONRAIL N PUBLIC UTILITIES OVERVIEW R A I L

R R

" 2 7 !( 3.0 Future Anticipated Improvements R.R.

4 8 4 23 " 8 £¤ " ST-2 within the Planning Area £¤40 d St As noted previously, there are no W Broa 70 6 4 §¨¦ 6 8 7 " currently planned improvements to the 2" " existing storm sewer system, but future !(315 individual projects may reveal limitations £¤40 r 0" 66" 6 4 t e 8 own S iv " T in the existing system that need to be W R 6 6 o 71 " t §¨¦ addressed through localized or area-wide io ch St c R Ri " W S 54 7 .

R 2 "

"

improvements. However, given the nature 4 . 5 of the existing system and its relationship 54" 78" Dodge Park Pump Station " 70 2 8 to the pump stations near the river outfalls, 7 48" 7 §¨¦ 2 2 " " §¨¦70 it is unlikely that these improvements would 60" 48" R " !( . 2 R be permitted to increase the amount of 7 .

8 5 2 flow being discharged to those outfalls. 4" "

48" 8" Future redevelopment within the planning 60" §¨¦70 4 48"

area may need to consider beneficial use of 48"

6 Legend

0 open space to ensure sufficient stormwater " !( 70 Storm Sewer Outfalls " §¨¦ 4 6 management is provided in conjunction 5 0 " H

a r Storm Pump Station with other proposed land uses changes. m Storm System o Outfall n 60" Not Mapped A Storm Sewer Diameter (in.) 102" v 4.0 Design Standards and Regulatory e £¤23 Railroad

7 2 Considerations " West Franklinton Boundary The city’s Stormwater Drainage Manual Northern Sub-watershed

7 2 Eastern Sub-watershed (1) (August 2012) provides the technical " APPENDIX 2 - UTILITIES S 6 cio 0 to Eastern Sub-watershed (2) " R requirements associated with stormwater iver Southern Sub-watershed management that will pertain to any future Greenlawn Ave Sub-watershed 48" redevelopment of West Franklinton. The 54" !( manual outlines numerous requirements Greenlawn Ave A20 §¨¦71 Note: Sub-watershed boundaries related to the analysis and design of are approximate and general in nature. £¤62 5

stormwater management features; however, 4

" there are two specific requirements that CITY OF COLUMBUS, FRANKLIN COUNTY, OHIO 66" 72" 7 " 2" 6

could have the biggest impact on future WEST FRANKLIN6 TON infrastructure improvements, as described UTILITY EXHIBIT 5 below. STORM SEWER SYSTEM 23 £¤ Feet 0 600 1,200 2,400 ¹

9 6 • Providing stormwater quantity controls " Date: October, 2014 as outlined in Section 3.2 of the manual. §¨¦71 Scale: 1" = 1,200' These requirements pertain to managing £¤62 96" the peak flow rate of stormwater runoff 96" Job No: 2013-1867 Renick Run 111" Pump Station !( Sheet: 66" of 60" within the limits of an individual project 1 616" area. Based on these requirements, J:\20131867\GIS\layouts\Utility_Exhibit_5_Storm_Sewer_System.mxd any private site development or public C O CONR N AIL R A I L

R R

" 2 7 R.R. !(

4 8 4 23 " 8 £¤ " ST-2 £¤40 d St W Broa 70 6 4 §¨¦ 6 8 7 " 2" "

315 £¤40 !( r 0" 66" 6 4 t e 8 own S iv " T W R 6 6 o 71 " t §¨¦ io ch St c R Ri " W S 54 7 .

R 2 "

"

4 . 5 54" 78" Dodge Park Pump Station " 70 2 8 7 48" 7 §¨¦ 2 2 " " §¨¦70 60" 48"

R " !( . 2 R 7 .

8 5 2 4" "

48" 8" 60" §¨¦70 4 48"

48"

6 Legend

0 " !( 70 Storm Sewer Outfalls " §¨¦ 4 6 5 0 " H

a r Storm Pump Station m Storm System o Outfall n 60" Not Mapped A Storm Sewer Diameter (in.) 102" v e £¤23 Railroad

7 2 " West Franklinton Boundary Northern Sub-watershed

7 2 Eastern Sub-watershed (1) " S 6 cio 0 to Eastern Sub-watershed (2) " R iver Southern Sub-watershed Greenlawn Ave Sub-watershed 48" 54" !( Greenlawn Ave §¨¦71 Note: Sub-watershed boundaries are approximate and general in nature. £¤62 5

4

" CITY OF COLUMBUS, FRANKLIN COUNTY, OHIO 66" 72" 7 " 2" 6

WEST FRANKLIN6 TON UTILITY EXHIBIT 5 STORM SEWER SYSTEM 23 £¤ Feet 0 600 1,200 2,400 ¹

9 6 " Date: October, 2014

§¨¦71 Scale: 1" = 1,200' £¤62 96" 96" Job No: 2013-1867 Renick Run 111" Pump Station !( Sheet: 66" of 60" 1 616" J:\20131867\GIS\layouts\Utility_Exhibit_5_Storm_Sewer_System.mxd Appendix 2 PUBLIC UTILITIES OVERVIEW

infrastructure improvement project (other Variances from the manual requirements than underground utility improvements) can be requested for a project; however, would be required to provide stormwater the technical justification for such requests detention to achieve the required peak can be a significant effort and the use of the flow rate control. This requirement variance process is generally discouraged pertains to all projects, including except under circumstances of obvious redevelopment projects and projects that hardship. In West Franklinton opportunities may reduce the amount of impervious should be considered to address land cover in a given area. stormwater management on an area- wide basis as opposed to site-by-site or • Providing post-construction water quality project-by-project. Collaborations between as outlined in Section 3.3 of the manual. individual projects, whether publicly or The requirement for water quality is also privately funded, present opportunities mandated by the Ohio EPA’s to develop more favorable stormwater Construction General Permit related management plans and succeed in to stormwater discharges. These achieving some of the more stringent of requirements pertain to managing runoff those requirements. This approach has the from smaller rainfall events and added benefit of potentially reducing overall capturing/filtering pollutants commonly project costs. associated with stormwater runoff. The previous references to GI features explained their attributes in terms of post-construction water quality and the manual provides technical guidance APPENDIX 2 - UTILITIES on these features, as well as others. Furthermore, the city is in the process of developing more detailed design A22 guidance related to GI applications as part of their Blueprint Columbus initiative. Although there are conventional engineering approaches to managing stormwater runoff and providing post- construction water quality, the use of GI has the distinct advantage of being easily integrated into any site development and public infrastructure improvement project, including the use of bio-retention practices in landscaping areas and the use of pervious pavement in roadways and parking areas. 2014 MARKET STUDY (PLAN APPENDIX 3)

PREPARED BY: A. Introduction

The purpose of the market analysis was to identify short- and long-term market-supported opportunities with ongoing redevelopment strategies for the West Franklinton Planning Area as part of an overall comprehensive land use planning effort.

Specifically, the scope of the market analysis was to identify market-supported opportunities (near- and long-term) for residential and retail/service businesses based on a thorough understanding and analyses of the local rental and for-sale housing market, commercial market conditions, demographic projections, socio-economic characteristics, and the availability and appropriateness of potential redevelopment sites.

The recommendations for short-term opportunities represent uses which are supported within a five-year period based on current market conditions and redevelopment efforts. Long-term opportunities, 10 years and beyond, were identified and used to assess local aspirational goals of the community and in identifying realistic steps toward creating a more vibrant and sustainable neighborhood.

B. Residential Analysis

West Franklinton is a large planning area, in fact one of Columbus’ largest historic neighborhoods. Because of the expansive nature of the area and the diverse locational market dynamics, the most effective way to analyze the housing market is to divide it into more manageable submarkets. Based on the thoroughfares and mobility patterns; socio-economic characteristics; hard boundaries and city block orientation, the area was divided into seven housing submarkets for further analysis.

Northwest Northeast

Central East Central West

Southeast Southwest

Far South

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1. Housing Type

Some of the most stable and economically diverse neighborhoods in Columbus offer a wide variety of housing types. Lacking housing choices and/or having a surplus of one or more unit types can limit a neighborhood’s revitalization potential. a. Housing Type In comparison to the City of Columbus, West Franklinton has a slightly higher proportion of single-family housing stock; much higher share of duplexes (+8.7%); and significant shortfall of higher multifamily housing of 3 or more units. Excluding the Far South Submarket, multifamily housing in the remaining areas of West Franklinton (north of ) is very low at 20.0%. The higher share of duplex units in West Franklinton makes increasing homeownership rates in the area challenging. Typically stable neighborhoods have ownership in no more than one-fourth of their duplex units. Housing Type Submarket Single-Family Duplex 3+ Units Total Northwest 469 250 35 754 Northeast 89 80 12 181 Central West 461 260 343 1,054 Central East 364 236 221 821 Southwest 84 18 33 135 Southeast 442 66 60 568 Far South 37 16 520 573 Total 1,946 926 1,224 4,096

Neighborhood % 47.5% 22.6% 29.9% 100.0% City of Columbus % 45.7% 13.9% 39.5% 100.0% Difference +1.8% +8.7% -9.6%

b. Home Sizes The median size of homes in the neighborhood range from 670-square-foot for a one- bedroom home, up to 1,630-square-foot for a four-bedroom single-family home. Home Sizes Median Home Size By Bedroom Type (Square Feet) Dwelling Type One-Br Two-Br Three-Br Four-Br

Single-Family 670 1,008 1,372 1,630 Duplex 781 977 1,217 -

Unit sizes by bedroom type for multifamily housing are not available from the Franklin County Auditor. The square feet of living space of multifamily developments are rarely advertised/published and a few leasing agents were aware of the unit sizes at their projects.

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c. Year Built With a median year built of 1920, the housing stock in West Franklinton is much older compared to the citywide median of 1974 (Source: 2012 American Community Survey 1- Year Estimates). Nearly two-thirds of the housing stock built in the 1940s and 1950s were within the Northwest and Southeast Submarkets.

According to the Franklin County Year Built Auditor, 80% of the housing stock Decades Share of Housing Stock in West Franklinton was built Pre-1940s 80.3% prior to 1940. The housing stock 1940s-1950s 10.3% built since 2000 represents new 1960s-1970s 3.5% construction at the nursing 1980s-1990s 1.6% college, single-family and senior 2000 to Present 4.3% Tax Credit housing, and public housing for seniors (Worley Median Year Built 1920 Terrace). Source: Franklin County Auditor

2. Rental Housing – Subsidized

Subsidized rental housing in West Franklinton represents 16.0% of the entire housing stock in West Franklinton. This is comparable to the share of subsidized housing in Columbus’ emerging1 neighborhood (16.7%).

Subsidized Rental Housing Public Housing/ Tax Credit/ SF Rental SF Rent-to-Own Senior Tax Total Submarket Section 8 Section 8 Apts. Tax Credit Tax Credit Credit Units Northwest - - 4 - - 4 Northeast - - - - - 0 Central West 100 - 13 28 - 141 Central East - 36 7 9 54 106 Southwest - - - 1 - 1 Southeast - 2 2 2 - 6 Far South 352 - - - - 396 Total 452 44 26 40 54 654

Projects Worley Terrace; Network City View; Boulevard Homes Hawthorne South Park Restoration I; Lucas Homes Village Lucas Homes; CHN Central; Griggs Village SF- Single-Family

1 The term “emerging” is used throughout this report to reflect neighborhoods that have made positive gains in the past few years in household counts and investment preceded by multiple years of disinvestment and population decline.

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The distribution of subsidized housing in West Franklinton is heavily concentrated in the Far South. The Far South has 60% of the West Franklinton’s subsidized housing and another 100 units will be added by Volunteers of America (VOA) at West Edge. This area also has a high share of supportive service providers.

The Central West and East areas have 13.4% and 12.9% shares of subsidized housing respectively. By comparison, the areas of West Franklinton north of Broad Street and south of Sullivant Avenue (Northwest, Northeast, Southwest, and Southeast Submarkets), have very little subsidized housing.

The Low-Income Tax Credit Housing program is an indirect Federal subsidy used to finance the development of affordable rental housing for low-income households. It is a competitive award process in which awarded developers then sell the tax credits to investors to raise capital (equity) for their projects. The lack of Tax Credit housing north of Broad is largely a result of the area not being within a Qualified Census Tract (QCT). Projects located in a QCT are eligible for additional tax credits for new construction or rehabilitation. For that reason, projects within a QCT have had an economic advantage over non-QCT projects and as a result were more competitive in the award process. A QCT has either a poverty rate of at least 25 percent of householders or 50 percent or more with incomes below 60 percent of the area median household income.

While the Northwest and Northeast Submarkets meet both of these criteria, they are located within Census Tract 43 (refer to map) which extends northwest along the Scioto River and includes 183 high-end single-family homes and condominiums and another 1,806 “luxury” rental housing units. Because of the addition of these properties and higher-income residents, the census tract is not designated as a QCT. The Ohio Housing Finance Agency (OHFA) has recently addressed this issue and offered a “basis boost” to developers looking to build housing in areas that do not qualify as a QCT. Area north of Broad Street is in Census Tract #43 – not a QCT

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3. Rental Housing – Market-Rate

West Franklinton represents one of the lowest rent tier neighborhoods in Columbus. The highest achieved rents are well below the average regional rents.

While the lower rents represent affordability, they are a product of older, lower quality housing stock and an environment in most areas which includes vacant and/or boarded-up homes. There is a limited use of Housing Choice Vouchers (HCV) in the area as the value of the vouchers is generally at and above regional rent averages and enables households to afford higher-priced rental units outside of Franklinton.

Despite the general lower quality of much of the housing stock, there is limited availability among all unit types in West Franklinton. Based on interviews with area landlords and a review of Craigslist and other rental listing websites, the rental housing vacancy is below 5%.

Notably, no one-bedroom rental housing units (available or occupied) were identified north of Broad Street.

West Franklinton Rent Levels Compared with Regional Averages

$1,000 $946 3-BR Regional Avg.

$900 $850

$800 $786 2-BR Regional Avg. $700 $700 $700 $700 $650 $650 $695 $650 $580 $600 $634 1-BR Reg. Avg. $600 $550 $550 $500 $515 1-BR $500 $439 $395 2-BR $400 $350 3-BR $300

$200

$100

$0 Central Central Southeast Far South Southwest Northwest Northeast East West

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4. Rental Housing – Opportunities

Franklinton is one of the last emerging historic neighborhoods adjacent to the downtown. There is significant momentum in East Franklinton with a vibrant art scene and several planned residential and commercial developments. West Franklinton has seen some benefits from this movement, and while there are many young single persons and couples who want to be part of Franklinton, it is difficult to attract new residents without a variety of rental housing stock.

a. Multifamily Housing West Franklinton is proximate and easily accessed from downtown and other areas of the city via Broad Street and Interstates 70, 71, and 315. Restaurants and other active businesses in “Downtown Franklinton” make the area immediately surrounding Broad Street a likely candidate for a large scale, multifamily rental housing development. This key opportunity zone includes the 315 Gateway focus area. As downtown living continues in popularity, rents will continue to escalate and fewer and fewer households will be able to afford to live downtown. At the same time, there is a national trend in urban corridors where renters desire living in redeveloped mixed use environments outside of the main downtowns. Some developers have capitalized on this lifestyle by placing housing within walking distance of places to eat, drink, shop and be entertained. Typical Rent Per Square Foot of New Development District Studio One-Bedroom Two-Bedroom Downtown Columbus $1.85 $1.65 $1.50 East Franklinton* $1.50 N/A $1.22 *per the East Franklinton Plan

The high rent per square foot in Downtown Columbus generally results in rental rates for a new apartment in excess of $1,000 per month. At this rent level, most residents will have incomes of at least $45,000. The relatively low recommended rental rates for West Franklinton are needed to maintain affordability to current residents and to attract renters to West Franklinton. Creation of new housing at these rent levels will likely require developer incentive(s) and assistance. Recommended Rent Per Square Foot Levels District Studio One-Bedroom Two-Bedroom West Franklinton $1.25 - $1.35 $1.10 - $1.20 $1.00 - $1.10 ($625 - $675) ($715 - $780) ($900 - $990)

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Project or common area amenities will be required to be competitive with other urban multifamily housing projects. We anticipate that a development of approximately 150 to 200 units will be needed to support these amenities, including fitness center, media room, and outdoor recreational amenities.

b. Affordable Housing Development Demand for affordable housing for low-income households still exists in West Franklinton. Although the market-rate rents in the area are generally affordable to lower income households, the quality of much of the rental housing stock is poor. Also, there is a limited supply of available rentals.

The market can readily support a 40-60 unit apartment property developed under the Low-Income Housing Tax Credit (LIHTC) program and another 40 single-family rentals (rent-to-own) under the same program. The single-family rentals should be developed in a critical mass of at least 8 to 10 homes within adjoining blocks. The grouping of fewer homes scattered throughout the neighborhood has proven to be more difficult to market and manage.

It is difficult to finance new commercial space in a neighborhood with high vacancies and low achievable lease rates, albeit among older lower quality space. There may be an opportunity to add newly constructed retail space in the short-term as part of an apartment development which includes ground floor retail space.

c. Student Housing Mount Carmel College of Nursing is among the largest baccalaureate nursing programs in Ohio. There is an enrollment of approximately 1,200 students.

There are two resident halls on West Town Street adjacent Mount Carmel that are fully occupied and can accommodate up to 144 students. An opportunity should be further explored to expand the existing “campus” area to accommodate Student Housing more students. Holy Cross Hall – 18 Apartments

5. For-Sale Housing

According to the Franklin County Auditor, there were 226 total “valid” home sales in West Franklinton from 2008 through 2013. Invalid sales, in general, are transfers of property that occur through the sheriff, by quit claim, and/or fiduciary execution.

Two-thirds of the homes sold in this period were priced below $25,000. While these homes represent an entry into the market for many first-time homebuyers and landlords, the reinvestment needed to bring these units up to move-in ready conditions often exceeds market value. In some cases this results in the continuation of deferred maintenance. A

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review of Franklin County Auditor rental registration records indicates that seven of every ten of these recently purchased homes are now rentals.

Homes in West Franklinton in move-in ready condition (no significant work needed) are typically priced at $50,000 and higher. Homes within this price category represented one- fifth of the valid home sales in West Franklinton. Most of these homes are bank financed and owner-occupied.

Total Valid SFH Sales in West Franklinton (2008 - 2013) Submarket Less than $25,000 $25,000 to $49,999 $50,000 and Higher Total Sales Central East 26 8 21 55 Central West 23 10 6 39 Far South 2 0 0 2 Northeast 12 2 0 14 Northwest 40 5 16 61 Southeast 45 5 2 52 Southwest 3 0 0 3 Total 151 30 45 226

Share 66.8% 13.3% 19.9% 100.0%

A total of 29 single-family homes priced above $85,000 were sold in the neighborhood between 2008 and 2013. All of them had incentives/abatements/subsidies, including the city-sponsored Home Again program, Neighborhood Stabilization Program (NSP), and Habitat for Humanity.

As of July 1, 2014, there were 26 active for-sale housing listings on the Columbus Multiple Listing Service (MLS). Of these listings, eight (30%) were priced above $50,000. The median home sizes of the properties listed for sale were typical of homes sizes found throughout the neighborhood.

Summary of Active Home Listings (as of July 1, 2014) Two-Bedroom Three-Bedroom Four-Bedroom+ Total Total Listed 7 14 5 26 Median Sale Price $29,500 $37,450 $52,000 $35,000 Total Listed Above $50,000 0 5 3 8 Median Home Size (sf) 1,015 1,368 1,554 1,373

Continued sales of single-family homes are limited by the number, quality, and location of homes that can be acquired. The prevalence of vacant and boarded-up homes throughout the neighborhood further hinders home sales.

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6. Vacant Housing

Successful redevelopment of West Franklinton must address the vacant housing issue. The prevalence of vacant/boarded-up homes adversely impacts the neighborhood’s marketability. It’s not solely the poor condition of the vacant homes that dissuades persons from moving to/investing in the area, but the criminal activity that is often associated with boarded-up homes.

As of January 2013, there was an inventory of 568 vacant buildings in West Franklinton. The City has made this a priority issue and has taken steps to expedite the transfer of vacant properties to the city land bank to facilitate reuse/redevelopment.

Vacant/Boarded-Up Buildings in West Franklinton (parcels in Red)

A market-based approach was identified in this plan in order to prioritize city funds/efforts and facilitate private investment. This approach is outlined in the following Vacant Property Strategy.

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Vacant Property Strategy A one-size fits all approach is not appropriate in West Franklinton since there are significant market characteristic differences from one block to the next. A detailed block-by-block approach was used to analyze a wide range of redevelopment/acquisition opportunities and align neighborhood goals with priorities for city funds/efforts addressing:

1. Vacant dilapidated housing 2. Building equity 3. Living near green space

Approximately 100 city blocks in West Franklinton were analyzed using the following criteria.

• Condition of housing stock (homes valued $50,000 and higher) • Median home values • Share of homeowners • Share of duplexes • Block amenities (e.g. schools, parks, boulevards, and other civic/cultural assets) • Parcels under Land Bank and/or Franklinton Development Association ownership • Housing with long-term subsidies • Number of vacant properties

The home values were based on a review of Franklin County Auditor data supplemented by individual sales data and building permit activity.

Following an analysis of the above criteria, four groups of similar market characteristics were established. Recommended Land Bank City Block Groups % with % Vacant/ % in Good Average Block Share of Homeowner- Boarded-Up Group Condition Home Values Amenities Duplexes ship Rates Homes A >50% $55,000 >50% 30% 35% 15% B 30% $45,000 20% 35% 35% 20% C 15% $38,000 <10% 35% 35% 15% D <10% $35,000 0% <25% 25% 30%

The grouping of the blocks of similar market characteristics can be used as a tool to assess the scope of work such as: rehab costs market-appropriate for a home in a given block; should green space be given consideration; and/or should a home be held with other properties to obtain a critical mass site. Ultimately, however, the final decision is predicated on the actual condition and the required renovation identified from a thorough inspection by the City.

Group A represents blocks that have the best potential for the market to support substantial rehab costs including conversion of duplexes to single-family homes. Also, with subsidies available (like Neighborhood Stabilization Program grants); these are areas of the neighborhood with the highest home values to best support the cost of new construction.

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Group B represents blocks that have the best potential for the market to support more moderate rehabilitation costs (see example below). The values are the second highest in the neighborhood, but not high enough for the market to support substantial renovation costs, such as conversions or gut rehabs.

Before After

Group C represents blocks where vacant/boarded-up homes should be considered for minor repairs or demolition with a landscaped lot (see example below). While opportunities to renovate existing homes are more limited in this group, a demolition and reuse of the land as green space can improve the value of other homes and properties on the block.

Before After

Group D represents blocks with the lowest home values and homeownership rates and the greatest share of vacant/boarded up homes. These blocks present an opportunity for critical mass redevelopment, whether it is more housing, green space, or some other needed use. Areas where single-family housing was deemed non-compatible with adjacent land uses (e.g. light industrial use with outdoor use and/or storage) were added to Group D.

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C. Retail Analysis

There is nearly 300,000 square feet (SF) of ground floor retail space in West Franklinton. The overall occupancy rate is 80.2%, approximately 10 percentage points below the Central Ohio average. There is only one conventional (suburban style) shopping center in West Franklinton, Franklinton Square (see photo below). The strip center includes 34,369 square feet (SF) of gross leasable area and as of June 2014 was 73.8% occupied. It is important to note that the

affordability of land along Broad Street has prompted many retailers to buy their own buildings.

The high vacancy rates combined with the area’s low lease rates (below $13 per square foot) are indicative of a “soft” retail market. However, as with housing, the overall retail market conditions do not reflect conditions for specific areas in the neighborhood. Using West Broad Street as an example, there are at least three distinct sub-districts for various types of retail within the neighborhood.

The West Broad Street corridor has 75% of West Franklinton’s overall ground floor retail space, followed by Sullivant Avenue (18%), and the remainder is scattered in five nodes in the neighborhood (7%). Retail Corridors Total Ground Floor Total Occupied Corridor Retail Space (SF) Ground Floor SF Occupancy Rate West Broad Street 213,543 176,795 82.8% Sullivant Avenue 52,256 35,468 67.9% Other 20,006 17,036 85.1% Greenlawn Avenue 8,796 5,826 Mound Street 3,178 3,178 Rich Street 2,608 2,608 Town Street 4,284 4,284 West Park Avenue 1,140 1,140 Total 285,805 229,299 80.2%

Sullivant Avenue is the corridor that is struggling the most with occupancy levels. Significant disinvestment has occurred along the corridor and nearly all of the vacant space requires substantial renovation to attract a retailer and patrons to the area.

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Visibility and traffic volumes are essential considerations for retailers when choosing store locations. West Broad Street has high traffic volumes throughout the entire corridor peaking at an average daily traffic (ADT) count of 25,405 vehicles in Downtown Franklinton.

Sullivant Avenue has a more modest ADT of Retail Corridors approximately 10,000 vehicles at the Average Daily Sullivant/ Central Avenue intersection. Aside Corridor Traffic (ADT) from traffic associated with access to and West Broad Street 18,104 – 25,405 from Mount Carmel West, ADT in Town, Sullivant Avenue 5,600 – 9,920 Rich, and West Park Avenue is below 5,000 Town Street 2,507 – 9,000 vehicles, generally not considered retail- Rich Street <5,000 supportive levels. Greenlawn Avenue has West Park Avenue <5,000 the highest ADT at 27,505 vehicles, but Greenlawn Avenue 11,889 – 27,505 much is through traffic accessing I-70. Mound Street 8,699 – 22,047 Source: Esri, Incorporated Mound Street has traffic counts of approximately 12,000 vehicles adjacent to the shopping center cluster (Central Point and Harrisburg Point) on the southwest periphery of the West Franklinton boundary. Mound Street east of Central Avenue has traffic counts of approximately 22,000 vehicles. 1. Retail – Tenant Types

The Food Services and Drinking Places retail category (NAICS Code 722), populated by restaurants and tavern establishments, is the leading tenant type in West Franklinton representing 30% of the retail tenants. This is also the leading retail tenant category throughout Franklin County indicated by the low population to retailer ratio in the county (461 persons per food services/drinking place establishment).

Retail Tenant Types by North American Industry Classification System (NAICS) West Franklinton Average Population NAICS Number of Retail Population Per Per Establishment Code Description Businesses Establishment Franklin County, OH* 722 Food Services and Drinking Places 23 384 461 445 Food and Beverage 18 491 2,059 441 Motor Vehicle and Parts Dealers 9 981 3,091 8111 Automobile Repair and Maintenance 8 1,104 2,606 447110 Gas Stations with Convenience Stores 5 1,766 4,041 812 Personal and Laundry Services 2 4,415 1,520 446 Health and Personal Care 2 4,415 3,417 451 Sporting Goods, Hobby, Books and Music 2 4,415 7,036 522298 All other Nondepository Credit Intermediation 2 4,415 34,173 448 Clothing and Accessories 1 8,830 2,664 6244 Child Day Care Services 1 8,830 2,932 522110 Commercial Banking 1 8,830 3,115 453 Miscellaneous 1 8,830 3,304 443 Electronics and Appliances 1 8,830 6,295 452 General Merchandise 1 8,830 7,077 *US Census Bureau County Business Patterns; ESRI Incorporated (population)

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The lower population per food services and drinking places ratio of West Franklinton is attributed to the dynamic of Downtown Franklinton which draws patrons from well outside the neighborhood. All of the restaurants, except for one fast food establishment, are located on West Broad Street. The sit-down casual and full-service restaurants are generally in Downtown Franklinton and fast food restaurants are near the West Broad Street/I-70 interchange.

The second leading retail tenant type in West Franklinton is Food and Beverage (NAICS code 445). This category includes neighborhood markets and convenience stores which collectively occupy more than 50,000 square feet of space or nearly one- fourth of the area’s occupied ground floor retail. The corner markets continue to play an important role in the neighborhood, especially with an estimated 30% of the residents without a vehicle (source: American Community Survey). However, notably most of the small markets remained in business over the past two decades despite the decline of one-third of the population. The result is a disproportionately high share of convenience markets 914 West Broad Street serving the neighborhood.

Auto sales and services businesses make up slightly more than 20% of the areas retail business. At nearly 50,000 total square feet of retail space, West Franklinton has a higher than average share of auto-oriented space. In two comparable urban retail corridors, the south portion of Columbus’ Clintonville neighborhood and Cleveland’s East 185th Street District, the total square footage of occupied auto-oriented business is 31,820 and 31,228 total square feet, respectively. The 43,938 square feet of occupied auto-oriented business on Broad Street is 1.4 times greater than that of comparable markets.

Aside from corner markets/convenience stores and auto-oriented businesses, retail businesses in the area are largely service oriented, including printing/copying, day care centers, laundromat and bank services. Other businesses include a bicycle shop, hair salon, firearms store, cell phone and accessories, general merchandise, pharmacy, pawn shop and used furniture store. Occupied Ground Floor Space By Retail Tenant Type (Estimated SF) Restaurant, Market/ Tavern & Auto Sales & Corridor Convenience Specialty Food Retail Service West Broad Street 28,562 48,446 55,849 43,938 Sullivant Avenue 20,646 7,581 2,323 4,918 Other 5,290 10,696 - 1,050 Greenlawn Avenue - 5,826 - - Mound Street 1,102 3,436 - - Rich Street 1,248 1,434 - - Town Street 1,800 - - 1,050 West Park Avenue 1,140 - - - Total 54,498 66,723 58,172 49,906

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2. Retail Opportunities: Broad Street

There is an estimated 516,595 total square feet of ground floor space along West Broad Street in West Franklinton. Retail uses account for one-third of the space and nearly another third is vacant. The former Graham Ford automotive dealership site accounts for more than half of the vacant space.

West Broad Street City Blocks (Area in SF) 800 - 900 1100 - 1400 - 1500 Use Type 700 (Core DT) 1000 1300 (West Gateway) Retail Trade and Food & Drink 1,769 64,598 14,234 47,319 48,875 Vacant 84,257 4,267 27,283 31,710 6,885 Municipal/Institutional 45,596 0 14,200 1,200 8,400 Professional Office 2,700 14,757 0 24,001 3,960 Religious/Charitable Organizations 0 1,800 0 28,312 0 Flex Space User - Warehouse/ Storage/Small Office 0 5,220 2,322 13,598 3,780 Others 0 3,346 0 8,454 3,752 Total 134,322 93,988 58,039 154,594 75,652 Percent Vacant 62.7% 4.5% 47.0% 20.5% 9.1%

The core downtown area of West Franklinton (800 and 900 blocks of West Broad) has a low vacancy rate at 4.5%. This area includes the highest share of retail trade and food and drink businesses. Conversely, the middle area of West Broad (1000 through 1300 blocks) has very high vacancies and less than one third (28.9%) of the ground floor space is used by a retailer. Much of the vacant retail space in this area has deferred maintenance issues and requires prospective business owners to make significant upfront investments in order to make the space marketable and functional.

Photo of vacant stretch of properties in middle portion of West Broad Street

Two-thirds of the ground floor space along the West Gateway portion of West Broad (1400 and 1500 blocks) is used by retailers. The vacancy rate among the ground floor space is relatively low at 9.1%.

The ground floor space along the 700 block of West Broad Street is dominated by the former Graham Ford site and the office building at 770 West Broad Street occupied by the Ohio Department of Rehabilitation and Correction’s Operation Support Center.

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a. Downtown Franklinton The 800 and 900 blocks of West Broad Street represent the core area of Downtown Franklinton. Downtown Franklinton is noteworthy for its close concentration of restaurants.

Core Downtown Franklinton

Mt. Carmel

Expansion of retail into the 700 and 1000 blocks of West Broad Street is currently challenging because pedestrian flow is hindered by physical breaks in architecture, open parking lots, and lack of interactive uses.

Near-Term Opportunities (5 years)

The restaurants in West Franklinton have made the downtown a destination for workers, residents, and visitors, laying a foundation for the downtown going forward.

A review of other urban districts in Central Ohio indicates that food and beverage establishments make up nearly one-third of the retail space in downtown areas. With restaurants at one-fourth of the retail space in the 800 to 900 blocks of West Franklinton, Downtown Franklinton has the potential to expand its food services business. Health and Personal Care and Clothing and Accessories categories were also underserved (refer to NAICS table on page 13).

Near-term opportunities in Downtown Franklinton exist for an additional 10,000 to 15,000 square feet of retail space, including, but not limited to:

• Fast/casual restaurant • Specialty food, coffee shop, ice cream • Consignment shop • Tavern • Barber shop and hair salon

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Key factors to consider to capitalize on near-term opportunities include pedestrian friendly access and ample parking, which could include the following elements:

• Patrons must be able to safely cross Broad Street • Outdoor seating at restaurants • If necessary, valet service to supplement lot parking • On-street parking

Long-Term Opportunities (10 years+)

The maturation of retail in a downtown or urban core environment generally starts with food and beverage establishments, and is followed by resident/business services and visitor/tourist-oriented business.

With increased activity in a pedestrian friendly downtown, support will exist for more visitor/tourist-oriented retail, including, but not limited to:

• Antique stores • Gift/hobby/book store • Vintage shop • More restaurants

One of the biggest challenges will be finding available and suitable space for these uses.

Mount Carmel West Potential Repositioning

Possible changes to the Mount Carmel West campus may result in transferring inpatient beds out of the area; thereby repositioning the hospital to focus more on outpatient services. The nursing college function would remain, as would the emergency department and other ambulatory services.

The potential loss of more than 70,000 inpatient days from this possible transition will likely result in a small decline in restaurant, gas station and convenience sales. Losing this many visits over a one-year period is akin to losing half the patron volume of one successful full-service restaurant. The loss will certainly lower retail spending volumes in the short-term for the neighborhood, especially among restaurants, but is not expected

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to adversely impact the overall retail market. This will be less of a factor if Downtown Franklinton is able to capitalize on some of the current momentum for the area to leverage redevelopment.

Projected employee loss from any repositioning of Mt. Carmel is unknown as more employees may transition to other outpatient and administrative areas of the hospital. Currently an estimated 75% to 80% of the hospital employees use the cafeteria facilities, as compared to 40% at the Mount Carmel campus located on East Broad Street. The East Broad Street campus includes Mount Carmel East as well as the Mount Carmel Corporate Services Center, which contains administrative functions for the entire health system. Because of half-hour lunch periods, dining outside the campus for employees is difficult, especially at full-service sit-down restaurants. This presents an opportunity for quick service food and beverage businesses near the hospital and Downtown Franklinton (in addition to the restaurants operating within the hospital).

b. West Gateway

The freeway portion of the West Broad Street corridor generally includes the 1400 and 1500 blocks of West Broad Street. This area is primarily an auto-oriented retail corridor with interstate access and nearly 12,000 employees within one mile of the interchange.

West Gateway (1400 & 1500 Blks)

Approximately one-third of the ground floor retail space is connected to a drive-thru. According to QSR Magazine’s Drive-Thru Performance Study, as much as 60% to 70% of revenue for some fast food restaurants is through drive-thru sales. With no other fast food chains within a one-mile radius of the Ohio Department of Transportation headquarters, more service-oriented convenience retail potential for daytime employees exists, including, but not limited to:

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• Dry cleaner • Bank/ATM • Florist • Casual Restaurant • Car wash

3. Sullivant Avenue

Sullivant Avenue is West Franklinton’s second most active commercial corridor in terms of traffic volume and retail offerings. Residential housing accounts for more than two-thirds of parcels along Sullivant Avenue. There is approximately 35,000 square feet of occupied ground floor retail located in eight nodes/intersections along the corridor.

Share of Retail Space - Sullivant Avenue Other Retail, 7% Auto Sales & Service, 14%

Market/ Convenience, 58% Tavern, 21%

Markets/convenience stores account for 20,000 square feet or 58% of the retail space. Sullivant Avenue has three of West Franklinton’s five taverns and includes the neighborhood’s only hair salon.

Salley’s Market

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D. Planning Area Aspirations

Resident and stakeholder aspirations of what West Franklinton could become were identified during the course of public workshops and online surveys.

1. Grocery Store

A full-service grocery store was the most sought after retail business to add to West Franklinton. While the current demographics, spending patterns and market conditions do not support a grocery store in the short-term, the area could potentially attract a grocery store operator in the long-term under the following scenario.

Household growth and income diversity in Franklinton are key to attracting a full-service grocery store and even more resident-specific retail. The average household spending on food and beverage (F&B) at home for Franklinton residents is $2,100, nearly half that of the average City of Columbus houshold ($4,000). If neighborhood growth continues to be concentrated at the same income level, the household base in Franklinton would have to more than double (from 3,600 to 8,500) to support the average supermarket which has gross annual sales of $17.8 million. Households Required to Support Average Grocery Store Total Households Median Household Average Household Spending on Required to Support Area Income Food & Beverage at Home Grocery Sales Franklinton $20,000 $2,100 8,500 City of Columbus $40,000 $4,000 4,500 Columbus MSA $50,000 $5,000 3,500

As a 10-year goal, increasing the household base to 5,900 could reach the grocery store threshold sales amount of $17.8 Million (refer to the following chart). Path to Get To $17.8 Million in F&B Spending in Franklinton Area HOUSEHOLDS TOTAL SPENDING CUMULATIVE SPENDING Franklinton 3,600 Existing $7.5 Million $7.5 Million East Franklinton 1,800 New* $8.1 Million $15.6 Million West Franklinton 300 Additional (vacant rehab & infill) $1.2 Million $16.8 Million West Franklinton 200 High-Density Housing Units $1.0 Million $17.8 Million 5,900 Households (10-Year Period) $17.8 Million *Source: November 2012, East Franklinton Creative Community District Plan

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The need to have a more income-diverse neighborhood is even more important with the recent reduction of funding in the Supplemental Nutrition Assistance Program (SNAP) program.

It is important to note that obtaining the spending power on its own may not be enough to attract a grocer. There are many site-related criteria and corporate decisions that factor into location decisions for such businesses.

In the interim, there are several strategies that could be employed.

• Continue to get local market owners to improve curb appeal and sell fresh produce as they did at the Broad & Princeton Market. • Explore further expansion and partnership opportunities for Franklinton Gardens. • Start a cooperative as was done on the east side (Near East Side Cooperative). • Incentivize a small grocer (approximately 15,000 square feet) as a tenant of a larger mixed-use development. Example: a 16,000 square foot grocery was built in Cleveland partially funded through a local foundation and federal funds (Constantino’s Market in Uptown). • Seek federal funds available to “Food Deserts.” • Attract Project Related Investment (PRI) from local foundation(s). 2. Reuse of Graham Ford dealership

It is anticipated that the former Graham Ford dealership will be available for reuse next year following environmental cleanup.

The overall size, high visibility and access of this site make it ideal as a potential regional site. Unless there is a mixed-use redevelopment of the site, it is unlikely that a grocery will be sited at this location.

The buildings on the site include a substantial amount of underground parking that should be considered in any reuse of the property. This may facilitate a mixed-use approach. 3. Increase Local Employment Opportunities

Local employment opportunities are vital to the long term redevelopment of Franklinton.

The SPARC development on West Mound Street, with its planned venue, outlot restaurants and lodging can be a catalyst for the Mound Street-Harmon Avenue Corridor to help attract new businesses / employees. The trend among technology and industrial employers is to be in more mixed-use environments which offer more than just a place to work.

The 1000 through 1300 blocks of West Broad Street have more than 50,000 square feet of vacant ground floor space. This area should be considered for improved employment options, including incubator businesses, and trade schools.

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There has been some interest from businesses to locate in this middle section of Broad Street (Downtown West) but the interior space is typically in very bad condition and dissuades tenants from considering the space.

West Broad Street from the Scioto Neighborhood Commercial Revitalization District River to Central Avenue is one of (Franklinton #1 on map below) the six Neighborhood Commercial Revitalization (NCR) Districts in Columbus. The NCR program offers facade and storefront renovation grants among other programs. In 2014, the program was funded with an additional $360,000 to begin a new interior grants program for qualifying projects.

The utilization of the interior program coupled with the façade program can provide this area with much more marketable space.

Interior improvements to buildings alone will likely attract a couple of businesses. The occupancy of more space by new businesses could be accelerated by implementing a tiered-rent program targeting new businesses/start-ups. In other communities, this type of program has been administered and funded by the local Community Development Corporation.

Affordable space is paramount for new start-ups and this area has a mix of building types that can cater to a wide variety of businesses including:

• Office space, • Retail/gallery space, • Flex space (small portion of finished space for office, retail, or showroom with raw space for assembly, storage, distribution, etc.)

A combination of the programs and actions outlined above could provide the type of low- cost/low-risk space (and proximity to downtown) needed by startups that are graduating from incubator, accelerator, and/or co-working programs, and might be initiated by the city (Columbus 2020), Franklinton Development Association, CCAD, OSU, and many other organizations.

The success and redevelopment of Downtown Franklinton and surrounding areas will be an important part of attracting small businesses to West Franklinton.

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