2-2-Hopeland Village Deficiency Outline.pdf
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- Lancaster County, Pennsylvania
About this file
This is a deficiency outline document prepared by DitchCreek Utility Services and Hanover Engineering for Clay Township, Lancaster County, Pennsylvania, detailing inspection and repair recommendations for the Hopeland Village sanitary sewer system. The document identifies structural and operational deficiencies across multiple manhole locations and sewer line segments within the Hopeland area, including issues such as infiltration flows, missing or damaged components, pipe sags, and deteriorated infrastructure. Key deficiencies are documented at 18 individual manhole locations (designated H-1 through H-8, H-2-1 through H-2-8) and multiple lateral connections, with recommended repairs including installation of HDPE dishes, spray lining of manhole interiors, pressure grouting around inlet pipes, removal and replacement of corroded manhole lid lockers, televising of laterals to identify clear water flow sources, and replacement of compromised pipe sections. Sealed proposals for the comprehensive Hopeland Sanitary Sewer I&I Manhole and Sanitary Sewer Line Rehabilitation project are due by 11:00 a.m. prevailing time on July 8, 2026, with a mandatory pre-bid conference scheduled for 1:00 p.m. on June 25, 2026, at Clay Township's office (870 Durlach Road, Stevens, PA 17578); final questions must be submitted by 12:00 p.m. on June 30, 2026, with a final addendum to be issued by 3:00 p.m. on July 1, 2026.
The project is subject to Pennsylvania Prevailing Wage Act conditions and Federal OSHA requirements, with all bid documents available online through the PennBid Program at www.PennBid.net at no cost to prospective bidders. Each proposal must be accompanied by a bid bond, certified check, bank cashier's check, or other acceptable security equal to 10 percent of the total base bid, and bidders must submit a Non-Collusion Affidavit with their proposals. Performance security in the amount of 100 percent of the contract price will be required of the awarded contractor. Bids will remain effective for 60 calendar days following the bid opening date and may not be withdrawn during this period. The contract is also subject to Pennsylvania Act 287 of 1974 (as amended), the Architectural Barriers Act of 1968, and Section 504 of the Rehabilitation Act, among other applicable federal and state regulations.
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Text version
Street Direction of Televising
Upstream MH Downstream MH Distance
(FT)
Total Length
(FT)
Observation(S) Remarks and Repair Recommendations
Hopeland Road N/A H 1 N/A 0.0 0 DUS photo appears to show waterproof lid Perform field investigation to determind if lid is accesible.
Lower Intersection of Hopeland Road and Maple Street
N/A H 2 N/A 0.0 0 HDPE dish is installed in manhole frame.
Has visible clear water flow.
None
Maple Street N/A H 3 N/A 0.0 0
Visible infiltration flow around the top of the inlet pipe. No HDEP dish installed in manhole frame. Has visible clear water flow.
Perform pressure grouting around inlet pipe. Install HDPE dish
Maple Street N/A H 4 N/A 0.0 0
Mortar is missing from around the inside of the riser section at frame. No HDEP dish installed in manhole frame. Has visible clear water flow.
Remove all mortar and regrout with hydraulic cement. Install HDPE Dish.
Maple Street N/A H 5 N/A 0.0 0 HDPE dish is installed in manhole frame.
Has visible clear water flow.
None
Gravel driveway off edge of Maple Street curve
N/A H 6 N/A 0.0 0
Located in gravel driveway partially covered with gravel. HDPE dish is installed in manhole frame. Has spray lining installed. Has visible clear water flow.
None
Gravel Driveway N/A H 6A N/A 0.0 0
From Mountian View Development.
Visible infiltration flow around the north inlet pipe (farm lane) and at the manhole wall at the channel bench below ladder.
Has visible clear water flow. HDPE dish is installed in manhole frame.
Spray line interior of manhole and perform pressure grouting around the north inlet pipe.
Maple Street N/A H 7 N/A 0.0 0
8" outside drop manhole. No visible infiltration. No HDEP dish installed in manhole frame. Has visible clear water flow. Possible sump pump connection on upstream line.
Install HDPE dish. Notify all home owners between MH H-7 and H-8 regarding manditory sump pump disconnection from sewer. Install HDPE Dish.
Maple Street N/A H 8 N/A 0.0 0
4" lateral connection in manhole for Hopeland Road house #771 and #671.
No HDEP dish installed in manhole frame.
Install HDPE Dish.
Hopeland Road N/A H 2-1 N/A 0.0 0
Visible infiltration flow at manhole cone and riser joint. No HDEP dish installed in manhole frame.Has visible clear water flow.
Spray line interior of manhole. Install HDPE dish.
Hopeland Road N/A H 2-2 N/A 0.0 0 Manhole lid locker in place. None
Hopeland Road N/A H 2-3 N/A 0.0 0 Manhole lid locker in place. Cannot break lid locker bar free to access manhole.
Remove lid locker and replace with HDPE dish.
Hopeland Road N/A H 2-4 N/A 0.0 0 Manhole lid locker in place. Cannot break lid locker bar free to access manhole.
Remove lid locker and replace with HDPE dish.
Hopeland Road N/A H 2-5 N/A 0.0 0
Entire manhole lid locker is heavily rusted and was difficult to remove.
Manhole lid locker was removed by Twp.
during manhole inspection.
Remove lid locker and replace with HDPE dish.
Hopeland Road N/A H 2-6 N/A 0.0 0 Manhole lid locker is installed but was not locked with bar.
Remove lid locker and replace with HDPE dish.
Hopeland Road N/A H 2-7 N/A 0.0 0 Manhole lid locker was removed by Twp.
during manhole inspection.
Install HDPE dish.
Intersection of Hopeland Road and Yummerdale Road
N/A H 2-8 N/A 0.0 0
Terminal manhole lid locker was removed by Twp. during manhole inspection. Line in from Yummerdale Road is inactive and capped.
Install HDPE dish.
Maple Street H 6 to H 7 H 7 H 6 33.2 304 Clear flow from lateral Lateral to house #815 Maple Street; Televise lateral to determine clear water flow origin.
Maple Street H 6 to H 7 H 7 H 6 143.3 304 Stones in lateral at main Lateral to house #905 Maple Street; Televise lateral to determine origin of stone deposition.
Driveway off of Maple Street
H 6 toH 6A H 6A H 6 4.0 45 Pipe sag, pipe joint angular Excvavate and replace entire pipe run with 8" SDR-35 PVC at slope dictated from H-6A invert to H-6 invert.
Driveway off of Maple Street
H 6A to 8" PVC pipe end
8" PVC pipe end MH 6A 66.6 71 None documented by DUS. However, DUS photos appears to show possible clear water flow in lateral
Sewer main is 8" PVC that terminates without manhole. Pipe end is capped. Previous observations from HEA indicated clear water flow out of 8" PVC during wet seasons. Televise 8" line during wet season if clear water flow is present to determine it's origin. Lateral to house #805 Maple Street;
Televise lateral to rule out or confirm clear water flow.
Maple Street H 3 to H 4 H 4 H 3 14.4 400 Pipe sag. DUS Photo depicts standing water in main line.
2024 HOPELAND AREA SEWER SYSTEM I&I DEFICIENCIES OUTLINE
HOPELAND VILLAGE
(AS OBSERVED BY DITCHCREEK UTILITLY SERVICES (DUS) AND HANOVER ENGINEERING (HEA) 2024 FIELD OBSERVATIONS)
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