Section 2435. Sanitary and Storm Sewer Structures
This section was developed in conjunction with Sections 6010 and 6030 of the SUDAS Standard Specifications, with modifications to suit the needs of the Department.
A. Construct sanitary and storm sewer manholes to provide access to sewer systems for maintenance and cleaning purposes.
B. Construct storm sewer intakes and linear trench drains for collection of surface water and conveyance to the storm sewer system.
C. Modify existing manholes and intakes as necessitated by other improvements adjacent to the manholes or intakes.
D. Clean and inspect sanitary and storm sewer manholes, intakes, and other utility structures. Test sanitary sewer manholes.
Apply Articles 4149.04 and 4149.05.
A. General Requirements for Installation of Manholes and Intakes.
1. Excavation.
Excavate according to Section 2552.
2. Subgrade Preparation.
a. Cut Sections (Undisturbed Soil): Prepare subgrade to accurate elevation required to place structure base or subbase.
b. Fill Sections: Compact to 95% of maximum Standard Proctor Density and hand grade to accurate elevation required to place structure base or subbase, or install stabilization material as directed by the Engineer.
c. Unstable Soil: Install stabilization material as directed by the Engineer.
3. Subbase.
a. Cast-in-place Structures: No subbase material is required.
b. Precast Structures: If precast structure is provided, install 8 inch thick pad of bedding material a minimum of 12 inches outside the footprint of the structure. For Non-Primary Road projects, use material meeting the requirements of Section 4118. For Interstate and Primary Road projects, use material meeting the requirements of Section 4119.
4. Installation of Manhole or Intake Structure.
Adjust wall height and depth of base, when necessary, to provide a minimum of 48 inches between form grade elevation and top of base. Form walls and construction joints for cast-in-place intakes or install precast intake boxes to ensure intake lids are set to match the longitudinal slope of the adjacent street unless otherwise specified in the contract documents.
a. Cast-in-place: Apply Article 2435.03, B.
b. Precast: Apply Article 2435.03, C.
5. Pipes.
Install and bed pipes and connect to manhole or intake. Install pipe flush with inside wall of structure. Place bedding and pipe embedment material according to Section 2552.
a. Cast-in-place Structures.
1) Storm: Form structure walls around pipe.
2) Sanitary: Form or core circular opening and install flexible watertight gasket according to Article 4149.04, G. Keep void between pipe and manhole section free of debris and concrete.
b. Precast Storm Sewer Manholes or Intakes.
If annular space between pipe and structure is less than 2 inches, fill with non-shrink grout. If annular space is 2 inches or greater, construct a concrete collar around pipe according to Article 2435.03, E, 2.
c. Precast Sanitary Sewer Manholes.
Connect to structure with flexible watertight gasket according to Article 4149.04, G. Keep void between pipe and manhole section free of debris and concrete.
d. Sanitary Sewer Manholes on Existing Pipe.
Install waterstop according to Article 4149.04, G.
6. Joint Sealant.
a. Sanitary Sewer Manholes.
1) Install rubber O-ring or profile gasket (precast structures).
2) Apply bituminous jointing material or butyl sealant wrap to exterior of all sanitary sewer manhole joints.
b. Storm Sewer Manholes and Intakes.
1) Apply bituminous jointing material or install rubber rope gasket.
2) If indicated in the contract documents, apply engineering fabric wrap to joints.
7. Fillet.
a. Construct manhole fillet up to one half of pipe diameter to produce a smooth half pipe shape between pipe inverts.
b. Slope fillet top toward pipe 1/2 inch per foot perpendicular to flow line.
c. For sanitary sewer, keep void between pipe and structure wall free of debris and concrete.
d. For precast fillets, remove projections and repair voids to provide a hydraulically smooth channel between ends of pipes.
8. Top Sections.
Install manhole eccentric cone or flat top section or install intake top.
9. Adjustment Ring(s).
Bed each concrete ring with bituminous jointing material in trowelable or rope form. Bed each polyethylene or expanded polypropylene ring with the manufacturer’s approved product and according to manufacturer’s recommended installation procedure. Do not install more than a total ring stack height of 12 inches. For greater adjustment, modify lower riser section(s).
10. Casting.
1. Install the type of casting specified in the contract documents and adjust to proper grade.
2. Where a manhole or intake is to be in a paved area, adjust the casting to match the slope of the finished surface.
3. Three-piece Castings.
a. Attach the frame to the structure with four anchor bolts.
b. Set initial position of movable portion of the casting in the center of the adjustment range.
c. Remove height-adjustment bolts or mechanism after the paving is completed.
11. Infiltration Barrier.
For sanitary sewer manholes, install an infiltration barrier.
a. Internal or External Chimney Seal.
1) Do not use external chimney seal if seal will be permanently exposed to sunlight.
2) Extend seal 3 inches below the lowest adjustment ring.
3) Extend seal to 2 inches above the flange of the casting for a standard two piece casting, or 2 inches above the top of the base section of the casting for an adjustable three piece casting.
4) Use multiple seals, if necessary.
5) Install compression bands (external chimney seal) or expansion bands (internal chimney seal) to lock the rubber sleeve or extension into place and to provide a positive watertight seal. Once tightened, lock bands into place. Use only manufacturer recommended installation tools and sealants.
b. Molded Shield.
1) Clean surface of structure cone section.
2) Apply sealant to top surface of cone section. Use sufficient sealant to accommodate flaws in surface of cone section.
3) Cut molded shield to height by adding dimensions of adjustment rings and casting height. Be sure not to interfere with seating of lid into casting frame.
4) Seat molded shield against sealant on cone section.
5) Add adjustment rings and casting to meet final grade.
c. Heat Shrink Sleeve.
1) Ensure surfaces are clean, dry, and free of foreign objects and sharp edges.
2) Warm surface to drive off any moisture.
3) Cut sleeve to required length per manufacturer’s requirements.
4) Apply primer to manhole and casting surface.
5) Place sleeve according to manufacturer’s requirements.
6) Apply heat to sleeve, smooth out wrinkles, and remove trapped air.
7) Cut sleeve at the casting gussets. Reheat to place sleeve onto the casting.
8) Trim off excess material.
12. Backfill and Compaction (Non-Primary Road projects).
a. Place suitable backfill material according to Article 2552.02 after concrete in structure has reached at least 3000 psi compressive strength or 550 psi flexural strength. If concrete strength is not determined, place backfill material at least 14 calendar days after initial concrete placement.
b. Place backfill material simultaneously on all sides of walls and structures so the fill is kept at approximately the same elevation at all times.
c. Compact the 3 feet closest to all walls using pneumatic or hand tampers only. Ensure proper and uniform compaction of backfill material around structure.
13. Backfill (Interstate and Primary Road projects).
Place and compact the material according to Article 2552.03, E, 2.
B. Additional Requirements for Cast-In-Place Concrete Structures.
1. Forms.
a. Apply Article 2403.03, B, 5.
b. Form all cast-in-place manholes and intakes on both the inside and the outside face above the base. Do not form against excavated earthen surface.
2. Reinforcing Steel.
a. Apply Section 2404.
b. Lap bars a minimum of 36 diameters, unless specified otherwise in the contract documents.
c. Provide a minimum of 3 inches of clearance for structure bases and 2 inches of clearance for walls and tops.
3. Concrete Mixing.
a. Apply Article 2403.02, D.
b. When using ready-mixed concrete, comply with ASTM C 94.
4. Concrete Placing.
a. Apply Article 2403.03, C.
b. Do not place concrete when the air temperature is less than 40°F without the approval of the Engineer. When placement below 40ºF is allowed, apply Article 2403.03, F.
c. Place concrete continuously in each section until complete. Do not allow more than 30 minutes to elapse between depositing adjacent layers of concrete within each section.
d. Apply Article 2403.03, D, for concrete vibration.
e. Form 1 1/2 by 3 inch keyed construction joints at locations shown in the contract documents.
f. Provide a broom finish on portions of structure that are to become part of exposed pavement.
5. Stripping and Cleaning.
a. Remove forms for manhole and intake walls and tops according to Article 2403.03, M. References to culverts include all sanitary and storm structures. When allowed by the Engineer, compressive strengths at six times the stated flexural strengths may be used in determining concrete strength of structure tops.
b. Finish surfaces according to Article 2403.03, P. Give exposed surfaces a Class 2 finish.
6. Curing.
a. Apply Article 2403.03, E.
b. For surfaces visible to the public, use only curing compounds complying with ASTM C 309, Type 1-D or Type 2.
7. Exterior Loading.
a. Restrict exterior loads on concrete according to Article 2403.03, N.
b. When allowed by the Engineer, compressive strengths at six times the stated flexural strengths may be used.
8. Repairs.
After visual inspection of the completed manhole or intake, repair honeycomb areas, visible leaks, tie holes, or other damage areas. Remove concrete webs or protrusions.
C. Additional Requirements for Precast Concrete Structures.
1. Substitutions.
Precast structures may be substituted for designated cast-in-place structures so long as structure is constructed as specified in the contract documents and according to Article 2435.03, B.
2. Cast-in-place Base.
a. Apply Article 2435.03, B, for placement of concrete.
b. Ensure proper vertical and horizontal alignment of base riser section.
3. Precast Base or Base with Integral Riser Section.
Place base or base with integral riser section and ensure proper vertical and horizontal alignment.
4. Additional Riser Sections.
Install additional riser sections as required.
5. Lift Holes.
Install rubber plug in lift holes. Cover plug and hole with non-shrink grout.
D. Linear Trench Drain.
1. Install linear trench drain according to manufacturer’s recommendation and contract documents.
2. Install casting certified for 40,000 pound proof load according to AASHTO M 306.
3. Use duct tape or wood block to cover drain during paving operations.
E. Adjustment of Existing Manhole or Intake.
1. Casting Extension Rings.
a. Only install casting extension rings when allowed by the contract documents, and only in conjunction with pavement overlays.
b. Install according to the manufacturer’s recommendation and adjust for proper alignment.
2. Minor Adjustment (Adding or Removing Adjustment Rings).
a. Remove casting.
b. Modify adjustment ring stack height by one of the following methods:
1) Add adjustment rings as necessary to adjust existing manhole or intake to finished pavement grade or finished topsoil grade, to a maximum ring stack height of 16 inches. Bed each concrete ring with bituminous jointing material. Bed each polyethylene ring with manufacturer’s approved product.
2) Remove one or more adjustment rings, as appropriate, to reduce casting elevation.
c. Install new casting on modified adjustment ring stack. Existing casting may be reinstalled when specified in the contract documents.
d. Replace infiltration barrier for sanitary sewer manhole using only new materials.
3. Major Adjustment (Adding, Removing, or Modifying Riser or Cone Section).
When adjustment is greater than can be accomplished through adding or removing adjustment rings, a major adjustment will be required.
a. Remove casting.
b. Remove top.
c. Remove and replace or modify existing riser section and/or top section according to the method approved by the Engineer.
d. Install new frame and cover or grate. Existing casting may be reinstalled when allowed by the contract documents.
e. Replace infiltration barrier for sanitary sewer manhole using only new materials.
F. Connection to Existing Manhole or Intake.
1. General.
a. Remove fillet as necessary to install pipe at required elevation and develop hydraulic channel.
b. Insert pipe into structure and trim end flush with inside wall of structure.
c. Place backfill material according to Section 2552.
2. Concrete Collar.
a. For new pipes 12 inches or smaller, install two No. 4 (No. 15) steel reinforcing hoops in collar around pipe. Pour concrete collar around pipe/structure junction to a minimum thickness and width of 6 inches, providing a minimum 4 inches of concrete extending beyond pipe opening.
b. For new pipes larger than 12 inches, install two No. 4 (No. 15) steel reinforcing hoops in collar around pipe. Pour concrete collar around pipe/structure junction to a minimum thickness and width of 9 inches, providing a minimum 4 inches of concrete extending beyond pipe opening.
3. Sanitary Sewer.
a. General.
1) Core openings in existing manholes unless specified otherwise in the contract documents.
2) Divert flow as necessary. Obtain approval of the diversion plan from the Engineer. Maintain sanitary sewer service at all times unless specified otherwise in the contract documents.
b. Cored Opening.
1) Insert flexible watertight connector into new opening.
2) Install and tighten internal expansion sleeve to hold flexible connector in place.
3) Insert pipe through flexible connector and tighten external compression ring.
4) Do not install grout or concrete collar for cored opening with flexible connector.
c. Cut and Chipped Opening (Knockout).
1) Saw opening to approximate dimensions with a masonry saw. Saw to depth sufficient to sever reinforcing steel.
2) Remove concrete and expand opening to a diameter at least 6 inches larger than the outside diameter of the new pipe.
3) Cut off all reinforcing steel protruding from the structure wall.
4) Install waterstop around new pipe centered within structure wall.
5) Fill opening between structure and pipe with non-shrink grout.
6) Construct concrete collar around pipe and exterior manhole opening.
7) Provide pipe joint, non-shear coupling, or other approved flexible coupling within 2 feet of structure wall to allow for differential settlement between the new sewer and the structure.
4. Storm Sewer.
a. Cut and Chipped Opening.
1) Use for pipe sizes 12 inches in diameter or larger.
2) Saw opening to approximate dimensions with a masonry saw. Saw to depth sufficient to sever reinforcing steel.
3) Remove concrete and expand opening to a diameter at no more than 4 inches larger than the outside diameter of the new pipe.
4) Leave a minimum of 6 inches of manhole or intake wall above and on the sides of the pipe.
5) Cut off all reinforcing steel protruding from the structure wall.
b. Cored Opening.
1) Core new openings in existing manholes or intakes for all pipes less than 12 inches in diameter.
2) Opening to be no greater than 2 inches larger than the outside diameter of the pipe.
3) Leave a minimum of 6 inches of manhole or intake wall above and on the sides of the pipe.
c. Fill opening between manhole or intake wall and outside of pipe with non-shrink grout or construct a concrete collar around the pipe according to Article 2435.03, E, 2.
G. Cleaning, Inspection, and Testing of Structures.
1. Cleaning.
a. Clean all manholes, intakes, and structures by removing sheeting, bracing, shoring, forms, soil sediment, concrete waste, and other debris.
b. Do not discharge soil sediment or debris to drainage channels, existing storm sewer, or existing sanitary sewer system.
2. Visual Inspection.
a. Examine structure for:
1) Damage.
2) Slipped forms.
3) Indication of displacement of reinforcement.
4) Porous areas or voids.
5) Proper placement of seals, gaskets, and embedments.
b. Verify that the structure is set to true line, grade, and plumb.
c. Verify structure dimensions and thicknesses.
3. Repair.
Apply Article 2435.03, B, 8.
4. Sanitary Sewer Manhole Testing.
a. General.
1) Use vacuum testing for new sanitary sewer manholes unless exfiltration testing is specified in the contract documents.
2) Conduct final test after manhole construction is complete, all repairs and connections have been made, and invert has been installed.
b. Vacuum Test.
1) Applicable only for new manholes isolated from connecting sewer lines.
2) Use manufactured vacuum test equipment meeting the Engineer’s approval. Follow the equipment manufacturer’s recommended procedures throughout.
3) Use extreme care and follow safety precautions during testing operations. Keep personnel clear of manholes during testing.
4) Seal all openings except manhole top access using pneumatic plugs rated for test pressures. Install plugs according to the test equipment manufacturer’s recommendations.
5) Brace pipe inverts if backfill material has not been placed around connecting pipes.
6) Install the vacuum tester head assembly on the manhole top access, and inflate the seal.
7) Evacuate the manhole to 5 psi or 10 inches mercury (Hg). Close the isolation valve and start the test. Record the starting time.
8) Maintain vacuum in the manhole for the time indicated in Table 2435.03-1 below for the diameter and depth of manhole being tested.
9) Test failure is indicated by vacuum loss greater than 0.5 psi within the minimum test time indicated in Table 2435.03-1 below for the depth and diameter of the manhole being tested.
|
Table 2435.03-1: Minimum Vacuum Test Times for Various Manhole Diameters |
|||||
|
Depth feet |
Diameter inches |
||||
|
|
48 |
54 |
60 |
66 |
72 |
|
|
Time, Seconds |
||||
|
8 |
20 |
23 |
26 |
29 |
33 |
|
10 |
25 |
29 |
33 |
36 |
41 |
|
12 |
30 |
35 |
39 |
43 |
49 |
|
14 |
35 |
41 |
46 |
51 |
57 |
|
16 |
40 |
46 |
52 |
58 |
67 |
|
18 |
45 |
52 |
59 |
65 |
73 |
|
20 |
50 |
53 |
65 |
72 |
81 |
|
22 |
55 |
64 |
72 |
79 |
89 |
|
24 |
59 |
64 |
78 |
87 |
97 |
|
26 |
64 |
75 |
85 |
94 |
105 |
|
28 |
69 |
81 |
91 |
101 |
113 |
|
30 |
74 |
87 |
98 |
108 |
121 |
c. Exfiltration Test.
1) Applicable to new manholes (when specified in the contract documents) or rehabilitated manholes.
2) Testing may be performed in conjunction with sanitary sewer line testing. Apply Section 2504.
3) Do not test by this method if water may potentially freeze during the test.
4) Plug the manhole inlet and outlet.
5) Fill the manhole with water to 2 feet above the outside top of the connecting pipe. If groundwater is present, fill the manhole to no less than 2 feet nor more than 5 feet above the groundwater level. Do not fill above the top of the standard barrel sections.
6) Mark the water level.
7) Allow water to stand in the manhole for 1 hour, then refill to the original water level and begin the test.
8) Determine the allowable drop in water level by using the equation given in Article 2504.03, L, 4, b, 3, c. After 1 hour, measure the drop in water level.
9) Test failure is indicated by water loss greater than maximum allowable calculated exfiltration.
5. Test Failure.
If testing fails, reseal the openings, repair the manhole, and retest. An alternate test method complying with these specifications may be used for a retest if desired.
2435.04 method of measurement.
Each type and size of manhole will be counted.
Each type and size of intake will be counted.
C. Linear Trench Drain.
To the nearest foot.
Each drop connection will be counted.
Each casting extension ring will be counted.
F. Manhole or Intake Adjustment, Minor.
Each existing manhole or intake adjusted to finished grade by addition or removal of adjustment rings or adjustment of adjustable casting will be counted.
G. Manhole or Intake Adjustment, Major.
Each existing manhole or intake adjusted to grade by addition or removal of riser, cone or flat top sections, or the exchange of existing riser sections with sections having different vertical dimensions will be counted.
H. Connection to Existing Manhole or Intake.
Each connection made to an existing manhole or intake will be counted.
I. Cleaning, Inspection, and Testing.
None.
1. Payment will be at the contract unit price for each type and size of manhole.
2. Payment is full compensation for excavation, furnishing (if required) and placing bedding and backfill material, compaction, base, structural concrete, reinforcing steel, precast units (if used), fillets, pipe connections, infiltration barriers, castings, and adjustment rings.
1. Payment will be at the contract unit price for each type and size of intake.
2. Payment is full compensation for excavation, furnishing (if required) and placing bedding and backfill material, compaction, base, structural concrete, reinforcing steel, precast units (if used), fillets, pipe connections, castings, and adjustment rings.
C. Linear Trench Drain.
1. Payment will be at the contract unit price per linear foot.
2. Payment is full compensation for:
a. Purchasing manufactured linear trench drain materials.
b. Concrete to construct linear trench drain.
c. Furnishing equipment, tools, and labor to construct linear trench drain.
3. Connection to manhole, pipe, or apron is incidental to Linear Trench Drain and will not be paid for separately.
1. Payment will be at the contract unit price for each drop connection.
2. Payment is full compensation for the connection to the manhole and all pipe, fittings, concrete encasement, and bedding and backfill material.
Payment will be at the unit price for each casting extension ring.
F. Manhole or Intake Adjustment, Minor.
1. Payment will be made at the contract unit price for each minor manhole or intake adjustment.
2. Payment is full compensation for:
· Removing existing casting and existing adjustment rings,
· Furnishing and installing adjustment rings,
· Furnishing and installing new casting, and
· Installing new infiltration barrier (sanitary sewer manholes only).
G. Manhole or Intake Adjustment, Major.
1. Payment will be at the contract unit price for each major adjustment.
2. Payment is full compensation for:
· Removal of existing casting, adjustment rings, top sections and risers,
· Excavation,
· Concrete and reinforcing steel or precast sections,
· Furnishing and installing new casting
· Installing new infiltration barrier (sanitary sewer manholes only),
· Placing backfill material, and
· Compaction.
H. Connection to Existing Manhole or Intake.
1. Payment will be made at the contract unit price for each sewer connection.
2. Payment is full compensation for coring into the existing manhole or intake, pipe connections, grout, and waterstop (when required).
I. Cleaning, Inspection, and Testing.
Cleaning, inspection, and testing of structures are incidental to construction of structures and will not be paid for separately.